Exhibit 4.21
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentially
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
ARTICLES OF AGREEMENT
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
ARTICLES OF AGREEMENT
17 December 2002 Contract No. LCC-202
ARTICLES OF AGREEMENT
THIS AGREEMENT is made the day of 2003.
BETWEEN:
(1) KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer"); and
(2) MAEDA CORPORATION of 00-00, Xxxxxx 0-0xxxxx, Xxxxxxx-xx, Xxxxx, Xxxxx,
a company incorporated in and in accordance with the laws of Japan.
WHEREAS:
(A) The Employer requires the Works to be executed as part of the Project
and has accepted the Tender.
(B) The Contractor has agreed to execute the Works.
NOW IT IS HEREBY AGREED as follows:
1. In consideration of the payments to be made by the Employer to the
Contractor as hereinafter mentioned, the Contractor hereby covenants
with the Employer to execute the Works in accordance with the
Contract.
2. The Employer hereby covenants to pay to the Contractor in
consideration of the execution of the Works the Final Contract Sum or
such other sums as may be payable to the Contractor in accordance with
the Contract at the times and in the manner prescribed by the
Contract.
3. The Contract comprises the entire agreement between the parties hereto
relating to the transactions provided for therein and supersedes any
previous agreements between the parties relating thereto or any part
thereof. Save to the extent that any statement, condition,
qualification, warranty, representation or undertaking made in the
Tender, or in any discussion or correspondence thereon or relating
thereto, is expressly incorporated in the Contract, the same is not so
incorporated and is hereby withdrawn.
- 1/2 -
4. The Employer's address for service of documents shall be the address
first referred to above and the Contractor's address for service of
documents shall be Room 1601-1605, 00/X, Xxx Xxxx Xxxxx Xxxxxx, 0
Science Museum Road, Tsim Sha Tsui East, Kowloon, Hong Kong.
5. Words and expressions used in these Articles of Agreement shall have
the same meaning as are respectively assigned to them in Clause 1 of
the General Conditions attached hereto.
IN WITNESS whereof this Agreement has been executed as a deed the day and year
first above written.
THE SEAL of )
KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereunto affixed by authority of the )
Managing Board; and signed by: )
----------------------------- -----------------------------
(Authorized Signature) (Authorized Signature)
----------------------------- -----------------------------
(Witness) (Witness)
SIGNED, SEALED AND DELIVERED )
by Xx. Xxxxxxxx Xxxxx )
as lawful attorney for and on behalf of )
MAEDA CORPORATION )
under Power of Attorney dated [ ] )
in the presence of: [ ] )
as Witness )
----------------------------- -----------------------------
- 2/2 -
LETTER OF ACCEPTANCE
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
LETTER OF ACCEPTANCE
17 December 2002 Contract No. LCC-202
[LOGO]
KCR
[CHINESE CHARACTERS]
DUPLICATE
CONFIDENTIAL
[CHINESE CHARACTERS]
Kowloon-Canton Railway Corporation
--------------------------------------------------------------------------------
[CHINESE CHARACTERS]
East Rail Extensions Division
Our Ref.: ERE/PRT/LCC202/TE112 (E1-386385)
17 December 2002
Maeda Corporation
Rooms 1601-1605 New East Ocean Centre,
9 Science Xxxxxx Xxxx,
Xxxx Xxx Xxxx Xxxx, Xxxxxxx,
Xxxx Xxxx
Attn: Xx. X. Xxxxx
General Manager, Hong Kong Branch Office
Dear Sir,
Kowloon-Canton Railway Corporation
East Rail Extensions
Tender No. 2002-0091
Contract No. LCC-202
West Section Alignment and Associated Works
LETTER OF ACCEPTANCE
1. I am pleased to inform you that the Tender submitted by you on 26 July
2002, as modified by the Letter of Clarification referred to in Paragraph 2
below, with a corrected Tender Total of HK$371,272,404.00 (Hong Kong
Dollars Three Hundred Seventy One Million Two Hundred Seventy Two Thousand
Four Hundred and Four Only),is hereby accepted.
2. The Letter of Clarification Ref: ERE/PRT/LCC202/TE110 (E1-386373) dated 12
December 2002 together with its attachments (hereafter referred to as
"Letter of Clarification") shall form part of this Letter of Acceptance and
part of the Contract, and the provisions of this Letter of Acceptance and
the Letter of Clarification shall prevail over any provision contained in
any other document forming part of the Contract which is inconsistent with,
or creates any ambiguity with, this Letter of Acceptance and the Letter of
Clarification.
3. The Contractor's bond to be provided by you by 30 December 2002 in
accordance with Clause 14.1 (a) of the General Conditions, in the form
contained in Schedule 5 to the General Conditions, shall be obtained from
The Sumitomo-Mitsui Banking Corporation, or Mizuho Corporate Bank Ltd., or
Mizuho Corporate Bank Ltd, Hong Kong Branch, or The Bank of
Tokyo-Mitsubishi Ltd., or The Bank of Tokyo-Mitsubishi Ltd, Hong Kong
Branch or such other bank or financial institution which is approved by the
Corporation.
[LOGO]
[LOGO]
[CHINESE CHARACTERS]
KCRC Xxxx Xxx Building, 0 Xxxxxx Xxx Xxxx, Xxxx Xxx, Xxxxxxx, Xxxx xxxx
Telephone: (000) 0000 0000 Facsimile: (000) 0000 0000
Our Ref.: ERE/PRT/LCC202/TE112 (E1-386385) (Page 2 of 2)
17 December 2002
4. The Date for Commencement of the Works shall be 23 December 2002.
5. The Engineer for the purposes of the Contract shall be Xx. Xxxxxx X. X. XXX
of Xxxxxx Xxxxx & Xxxxxx Hong Kong Limited.
6. I should be grateful if you would confirm your acceptance of all matters
referred to in this Letter of Acceptance by signing the attached duplicate
of this letter and returning it to this office.
Yours faithfully,
/s/ Xxxxx Xxxxx /s/ [SIGNATURE]
----------------------------- -----------------------------
Xxxxx Xxxxx Agreed and accepted by
Senior Director, Capital Projects Xx. X. Xxxxx
For and on behalf of General Manager, Hong Kong
The Kowloon-Canton Railway Branch Office
Corporation For and on behalf of
Maeda Corporation
LETTER OF CLARIFICATION
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
LETTER OF CLARIFICATION
17 December 2002 Contract No. LCC-202
[LOGO]
KCR
[CHINESE CHARACTERS]
DUPLICATE
CONFIDENTIAL
[CHINESE CHARACTERS]
Kowloon-Canton Railway Corporation
--------------------------------------------------------------------------------
[CHINESE CHARACTERS]
East Rail Extensions Division
Our Ref: ERE/PRT/LCC202/TE110 (E1-386373)
12 December 2002
Maeda Corporation BY HAND
Rooms 1601-1605 New East Ocean Centre,
9 Science Xxxxxx Xxxx,
Xxxx Xxx Xxxx Xxxx, Xxxxxxx,
Xxxx Xxxx
Attn: Xx. X. Xxxxx
General Manager, Hong Kong Branch Office
Dear Sir,
Kowloon-Canton Railway Corporation
Tender No. 2002-0091
Contract No. LCC-202
West Section Alignment and Associated Works
LETTER OF CLARIFICATION
1. In the event that the Kowloon-Canton Railway Corporation ("the
Corporation") elects to accept the Tender submitted by you on 27
September 2002, the resulting contract (the "Contract") shall consist of
and be constituted by:
(a) the Letter of Acceptance as issued by the Corporation (which
will include as an attachment, this Letter of Clarification);
(b) the Tender (consisting of the Form of Tender and Appendices 1
and 2 thereto);
(c) the General Conditions of Contract (5 April 2000 Edition) and
Special Conditions of Contract;
(d) the Drawings;
(e) the Specification (consisting of the Particular Specification,
the General Specification for Civil Engineering and Building
Works and the Standard Specifications (Volumes 1 to 5)); and
(f) the Articles of Agreement upon execution by the parties,
other than items (a) and (f) above, all in the form contained in the
Tender Documents issued to you on 26 July 2002, as modified by Addenda
No. 1 and 2 inclusive thereto and as further modified by the terms of
this Letter of Clarification.
2. The corrected Tender Total is HK$371,272,404.00 (Hong Kong Dollars Three
Hundred Seventy One Million Two Hundred Seventy Two Thousand Four
Hundred and Four Only).
3. The Pricing Document included in Appendix 2 to the Form of Tender shall
be amended in accordance with Attachment 1 to this Letter of
Clarification. You confirm that these amendments to the Pricing Document
will form part of the Contract from the date of the Letter of
Acceptance.
[LOGO]
[CHINESE CHARACTERS]
KCRC Xxxx Xxx Building, 0 Xxxxxx Xxx Xxxx, Xxxx Xxx, Xxxxxxx, Xxxx Xxxx
Telephone: (000) 0000 0000 Facsimile: (000) 0000 0000
Our Ref.: ERE/PRT/LCC202/TE110 (El-386373)
12 December 2002
4. You confirm that the rates and/or prices inserted in the Pricing
Document for the 1800mm diameter bored piles and the Pai Xxx
respectively reflect your pricing strategy and that these rates and/or
prices shall be used in the remeasurement of and the valuation of any
variations to these respective items.
5. You confirm that, despite the apparent under-measurement in quantities
allowed by you in the Pricing Document for instrumentation and
monitoring, that the total price for Cost Centre B includes the
execution of Geotechnical Works in full compliance with the Contract.
6. The Particular Specification included in the Specification shall be
amended in accordance with Attachment 2 to this Letter of Clarification.
You confirm that these amendments to the Particular Specification will
form part of the Contract from the date of the Letter of Acceptance,
without any amendment to the corrected Tender Total referred to in
Paragraph 2 and without any entitlement on your part to receive any
extension of time for substantial completion of the Works or any Section
or the achievement of any Stage.
7. You confirm that the amended Drawings listed and included in Attachment
3 to this Letter of Clarification will form part of the Contract from
the date of the Letter of Acceptance, without any amendment to the
corrected Tender Total referred to in Paragraph 2 and without any
entitlement on your part to receive any extension of time for
substantial completion of the Works or any Section or the achievement of
any Stage.
8. You confirm that replacement of the amendment to Paragraph 3.1.1
(Combined Contractors All Risks and Third Party Legal Liability
Insurance) of the Special Conditions, contained in Attachment 4 to this
Letter of Clarification, will be incorporated in the Special Conditions
of Contract, with no amendment to the corrected Tender Total referred to
in Paragraph 2.
9. Without limiting any of the Contractor's obligations, you shall employ
in the management and construction of the Works, the key personnel
referred to in Attachment 5 to this Letter of Clarification. You shall
not remove or replace any member of such key personnel, save with the
prior consent of the Engineer, such consent not to be unreasonably
withheld in respect of any suitably qualified and experienced
replacement.
10. You will appoint either Xxxxxx China Ltd, Babtie Asia Ltd, Xxxxx
Consulting Ltd, Xxxx Xxx and Partners (Asia) Ltd or such other company
as may be reviewed without objection by the Engineer, to carry out the
function of the Independent Checking Engineer, as described in Clause 6
of the General Conditions and in accordance with the requirements of the
Specification.
11. You confirm that you will appoint either Xxxxxx, King-Shan SUM of Hong
Kong Productivity Council or Xxxxxxx, X X XXXXXX of Environmental
Resources Management as the Environmental Team Leader. In the event that
you wish to change the Environmental Team Leader, you shall submit
details of the proposed alternative in respect of which you shall obtain
the review without objection by the Engineer pursuant to Clause P27 of
the Particular Specification.
Contract No. LCC-202 Page 2 of 5 LOC
Our Ref.: ERE/PRT/LCC202/TE110 (E1-386373)
12 December 2002
12. Without prejudice to Clause 56.6 of the General Conditions, Form C.10 -
Breakdown of On-Cost, included in Attachment 6 to this Letter of
Clarification, shall form part of the Contract and may be used by the
Engineer for the purpose of valuating variations in accordance with
Clause 56 of the General Conditions.
13. You confirm that if the amendments to the Drawings contained in
Attachment 7a are instructed within 30 days of the date of the Letter of
Acceptance, you shall not, by virtue of that instruction, be entitled to
any extension of time for completion of the Works or any Section or the
achievement of any Stage nor any adjustment to the Schedule of
Milestones or the Interim Payment Schedule. You agreed that the cost of
all related additional works arising from the amendments to the drawings
contained in Attachment 7a (if instructed) is included in the total sum
of *** and that the rates in the Lump Sum Breakdown contained in
Attachment 7b will be applicable to the valuation of any variation to
such additional work instructed pursuant to Clause 56 of the General
Conditions.
14. Without limiting any of the Contractor's obligations under the General
Conditions but in particular under Clause 5, and without creating or
placing any obligation upon the Employer, you shall employ the
sub-contractors, whose names are listed in Attachment 8 to this Letter
of Clarification, or such other companies in respect of which the
consent of the Engineer has been obtained in accordance with Clause 5 of
the General Conditions, for the Works. You shall not remove or replace
any of the sub-contractors as listed in Attachment 8 to this Letter of
Clarification, save with the prior consent of the Engineer, such consent
not to be unreasonably withheld in respect of any suitably qualified and
experienced replacement.
15. You confirm that the amended draft Short Term Tenancy Agreement
contained in Attachment 9 to this Letter of Clarification will replace
the draft contained in Appendix HH to the Particular Specification.
Every obligation, liability and duty undertaken or accrued by the
Employer to third parties pursuant to the Short Term Tenancy Agreement
(except any obligation to pay rent, fees or premium for the rights
granted thereunder) shall be undertaken and accrued by the Contractor to
the Employer.
16. The Contractor's Bond in the form contained in Schedule 5 to the General
Conditions to be provided by you in accordance with Clause 14.1(a) of
the General Conditions shall be provided by The Sumitomo-Mitsui Banking
Corporation, or Mizuho Corporate Bank Ltd., or Mizuho Corporate Bank
Ltd, Hong Kong Branch, or The Bank of Tokyo-Mitsubishi Ltd., or The Bank
of Tokyo-Mitsubishi Ltd, Hong Kong Branch or such other bank or
financial institution which is approved by the Corporation.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Contract No. LCC-202 Page 3 of 5 LOC
Our Ref.: ERE/PRT/LCC202/TE110 (E1-386373)
12 December 2002
17. A number of matters included or referred to in this Letter of
Clarification and its Attachments amend various terms and provisions of
certain documents listed in Paragraph 1 above. If there is any ambiguity
or discrepancy between this Letter of Clarification (and its
Attachments) and the documents listed in Paragraph 1 above, the contents
of this Letter of Clarification (and its Attachments) shall prevail over
any other document forming part of the Contract.
18. You confirm that you have read the Tender Documents issued to you on 26
July 2002, Tender Addenda No. 1 and 2 inclusive, this Letter of
Clarification (and its Attachments) and that you are satisfied that you
understand the provisions contained therein. You further confirm that
such documents have been taken into account in arriving at the corrected
Tender Total referred to in Paragraph 2 of this Letter of Clarification.
19. You confirm that, save to the extent that the same are referred to in
this Letter of Clarification and its Attachments or have otherwise been
expressly incorporated into the documents forming the Contract, all
comments, conditions and qualifications, whether made in writing or
orally, included with or referred to in your Tender or in any subsequent
correspondence or meetings between any representatives of the
Corporation and your representatives, are hereby withdrawn and are of no
contractual or legal effect whatsoever. Nothing in your Tender which can
in any way be construed to be at variance with the terms and provisions
of the documents listed in Paragraph 1 above (as modified by this Letter
of Clarification) shall form part of the Contract.
20. You acknowledge that in preparing this Letter of Clarification and its
Attachments, the Corporation is not bound to accept your Tender and that
the Corporation, without any liability to you, may award the Contract to
any other tenderer or decline to award the Contract to any tenderer
which has submitted a tender to the Corporation in respect of Contract
No. LCC-202, West Section Alignment and Associated Works.
21. Prior to the execution of the Articles of Agreement in accordance with
Clause 13.1 of the General Conditions, the Corporation may prepare a set
of contract documents incorporating the amendments and modifications
identified in this Letter of Clarification and Attachment Nos. 1 to 9
hereto. If so, you confirm that you will review such documents and
endeavour to agree with us the revisions made, in which case, such
revised documents will be included in the set of contract documents
prepared for execution by the parties and the said Attachments to this
Letter of Clarification will be omitted from the said contract
documents.
22. By signing and returning to us this Letter of Clarification and its
Attachments, you expressly and unconditionally acknowledge, accept and
agree as follows:
22.1 that none of the matters listed in this Letter of Clarification
and its Attachments will entitle you to any amendment to the
corrected Tender Total as set out in Paragraph 2 above; and
Contract No. LCC-202 Page 4 of 5 LOC
Our Ref.: ERE/PRT/LCC202/TE110 (E1-386373)
12 December 2002
22.2 save as expressly and specifically provided in the Contract,
that you will not under any circumstances have any entitlement,
in respect of any of the matters referred to in this Letter of
Clarification and its Attachments, to receive any further or
additional payment under or in respect of the Contract or to
receive any extension of time for the completion of the Works or
any Section or the achievement of any Stage.
23. I should be grateful if you would confirm your acceptance of all matters
referred to in this Letter of Clarification and the Attachments hereto
by signing the duplicate copy and returning it to this office.
Yours faithfully,
/s/ X. X. Xxx /s/ X. Xxxxx
----------------------------- -----------------------------
X. X. Xxx Agreed and accepted by
Director, East Rail Extensions Xx. X. Xxxxx
For and on behalf of General Manager,
The Kowloon-Canton Railway Corporation Hong Kong Branch Office
For and on behalf of
Maeda Corporation
Encl. - Attachments 1 to 9
[ILLEGIBLE]
Contract No. LCC-202 Page 5 of 5 LOC
LETTER OF CLARIFICATION
ATTACHMENTS
TO
LETTER OF CLARIFICATION
17 December 2002 Contract No. LCC-202
CONTRACT LCC 202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
Kowloon-Canton Railway Corporation
Tender No. 2002-0091
Contract No. LCC-202
West Section Alignment and Associated Works
LETTER OF CLARIFICATION
LIST OF ATTACHMENTS
Attachment 1 Amendments to the Pricing Document Included in Appendix 2 to
the Form of Tender
Attachment 2 Amendments to the Particular Specification
Attachment 3 Amendments to the Drawings
Attachment 4 Amendments to the Special Conditions of Contract
Attachment 5 Schedule of Key Personnel to be assigned to the Management
and Construction of the Works
Attachment 6 Breakdown of On-Cost (Form C.10)
Attachment 7a Amendments to the Drawings for Variations to the Works
Attachment 7b Amendments to the Drawings for Variations to the Works -
Lump Sum Breakdown
Attachment 8 Proposed Sub-Contractors
Attachment 9 Amendments to the Draft Short Term Tenancy Agreement
[STAMP]
[STAMP]
Contract No. LCC-202
LETTER OF CLARIFICATION
Attachment 1
Amendments to the Pricing Document
Included in Appendix 2 to the Form of Tender
(The contents of Attachment 1 are incorporated into
the set of contract documents for execution)
17 December 2002 Contract No. LCC-202
LETTER OF CLARIFICATION
Attachment 2
Amendments to the Particular Specification
(The contents of Attachment 2 are incorporated into
the set of contract documents for execution)
17 December 2002 Contract No. LCC-202
LETTER OF CLARIFICATION
Attachment 3
Amendments to the Drawings
(The contents of Attachment 3 are incorporated into
the set of contract documents for execution)
17 December 2002 Contract No. LCC-202
LETTER OF CLARIFICATION
Attachment 4
Amendments to the Special Conditions of Contract
(The contents of Attachment 4 are incorporated into
the set of contract documents for execution)
17 December 2002 Contract No. LCC-202
LETTER OF CLARIFICATION
Attachment 5
Schedule of Key Personnel to be assigned
to the Management and Construction of the Works
17 December 2002 Contract No. LCC-202
CONTRACT LCC 202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
ATTACHMENT 5
SCHEDULE OF KEY PERSONNEL TO BE ASSIGNED TO THE
MANAGEMENT AND CONSTRUCTION OF THE WORKS
[STAMP]
[STAMP]
Contract No. LCC-202 1/1
Confidential
Question No.: LCC-202(T)/MAE/CON/046
Details of Key Personnel
Full Time/
Subcontractor/ Part Time
Name Designation In-house (%)
---------------------------------------------------------------------------------------------------------------------
X. Xxxx Deputy General Manager, HKO Maeda 10%
X. Xxxxxxx General Manager (Construction), HKO Maeda 30%
X. Xxxx Safety Manager Maeda 25%
Consultant (TBA) Environmental Team Leader Maeda 25%
X. Xxxxxx Environmental Manager Maeda 25%
Engineering Support Group
X. Xxxx . Xxxxx Xxxxx 0%
X. Xxxxxxxxx . RBA Consultant - RBA 5%
X. Xxxxxxx . Redland Subcontractor - Redland 5%
X. Xxxxxx . VSL Subcontractor - VSL 5%
1. X. X. Xxxxx Project Manager Maeda Full Time
2. X. Xxxxx Contractor's Representative Maeda Full Time
3. X. Xx Safety Officer Maeda Full Time
4. X. Xxxxxx Technical Manager Maeda Full Time
5. X. Xxx Planning Engineer Maeda Full Time
6. X. Xxxx Q.A. & Environmental Engineer Maeda Full Time
7. X. Xxxx Construction Manager Maeda Full Time
8. X. Xxxxxx Chief Engineer Maeda Full Time
9. X. Xxx Chief Surveyor Maeda Full Time
10. X. Xxxxxx Administration Manager Maeda 40%
11. X. X. Xxx B.S. Co-ordinator Maeda Full Time
12. X. Xxxxxxx Site Agent (VSL) Subcontractor - VSL Full Time
13. X. Xxxxxxxxx Construction Services Representative (RBA) Consultant - RBA Full Time
14. X. Xxxxxx Design Manager Maeda Full Time
15. X. Xxxxx Precast Yard Manager (Redland) Subcontractor - Redland 70%
16. X. Xx Lead M&E Engineer (Kinden) Subcontractor - Kinden 25%
17. X. Xxx Project Q.S. Maeda Full Time
18. J. Ning Accountant Maeda Full Time
19. X. Xxxxx Geotechnical Engineer Maeda Full Time
[STAMP]
[STAMP]
Maeda Corporation LCC-202
KCRC LMC Star Line - Contract LCC202
West Section Alignment and Associated Works
Staff Organization Chart
-----------------
Deputy
General Manager,
HKO
-----------------
-------------------------
Engineering Support Group
DGM, HKO ---------------------
Engineering Manager, General Manager
VSL MD, (Construction), HKO
Redland Director, ---------------------
RBA
-------------------------
---------------
Environmental
Manager
---------------
Off Site
------------------------------------------------------------------------------------------------------------------------------
On Site ---------
Project
Manager
---------
----------------
Contractor's
Representative
----------------
-------------------------------------------------------------------------------------------------------------------
---------------- --------------- -------------- --------------
Administration Environmental Project Q.S. Construction
Manager Team Leader Manager
---------------- --------------- -------------- --------------
----------- ------------ -------- ----------
Chief
Secretary Accountant Q.S. Engineer
----------- ------------ -------- ----------
------- ---------------- ---------------- ---------- ------------- ----------
Geotechnical E&M
Clerk Assistant Q.S. Engineer Engineer Coordinator Engineer
------- ---------------- ---------------- ---------- ------------- ----------
------------ -----------
Assistant Assistant
Engineer Engineer
------------ -----------
----- --------- ----- --------
RBA REDLAND VSL KINDEN
----- --------- ----- --------
--------- --------- --------- ---------
Xxxxxxx Xxxxxxx Xxxxxxx Xxxxxxx
--------- --------- --------- ---------
----------------
Deputy
General Manager,
HKO
----------------
--------------------------
Engineering Support Group
DGM, HKO ---------------------
Engineering Manager, General Manager
VSL MD, (Construction), HKO
Redland Director, ---------------------
RBA
--------------------------
--------- ---------
Safety Design
Manager Manager
--------- ---------
------------------------------------------------------------------------------------------------------------------------------
---------
Project
Manager
---------
----------------
Contractor's
Representative
----------------
------------------------------------------------------------------------------------------------------------------------------------
---------------- ----------- ----------
Technical Planning
Safety Officer Manager Engineer
---------------- ----------- ----------
----------- ---------- -------- ------------ ------------
QA & Env. Chief Traffic TDMP
Engineer Surveyor I.C.E. Consultant Consultant
----------- ---------- -------- ------------ ------------
---------------- ----------------
QC QC
Superintendent Superintendent
---------------- ----------------
---------- ---------- ----------------
Assistant
Surveyor Surveyor Safety Officer
---------- ---------- ----------------
---------- ----------
Chairman Chairman
---------- ----------
--------- Line of reporting
--------- Line of communication
[STAMP]
[STAMP]
LETTER OF CLARIFICATION
Attachment 6
Breakdown of On-Cost
(Form C.10)
17 December 2002 Contract No. LCC-202
CONTRACT LCC 202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
ATTACHMENT 6
BREAKDOWN OF ON-COST
(FORM C.10)
Head
Office Site Office Others
Cost Direct Overheads Profits Overheads Finance (Insurance) Total
Centre Activity Description Costs % % % % % % %
A Preliminaries & General *** *** *** *** *** *** ***
Requirements
B Geotechnical Works *** *** *** *** *** *** ***
C Ramp Ch. 35+202 to Ch. *** *** *** *** *** *** ***
35+372 - Earthworks and
Piling
D Ramp Ch. 35+202 to Ch. *** *** *** *** *** *** ***
35+372 - General
E Viaduct Ch. 35+372 to *** *** *** *** *** *** ***
Ch. 37+077 - Earthworks
and Piling
F Viaduct Ch. 35+372 to *** *** *** *** *** *** ***
Ch. 37+077 - General
G Electrical and *** *** *** *** *** *** ***
Mechanical Works
H External Works - *** *** *** *** *** *** ***
Earthworks and Piling
I External Works - General *** *** *** *** *** *** ***
J Reprovisioning, Remedial *** *** *** *** *** *** ***
and Improvement Works
(RRIW) - Earthworks and
Pai Xxx
K Reprovisioning, Remedial *** *** *** *** *** *** ***
and Improvement Works
(RRIW) General
Note
The Breakdown of On-Cost may be used by the Engineer for the purposes of the
valuation of variations in accordance with Clause 56 of the General Conditions.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Contract No. LCC-202 1/1
LETTER OF CLARIFICATION
Attachment 7a
Amendments to the Drawings for Variations to the Works
17 December 2002 Contract No. LCC-202
[DESIGN DRAWING 1]
[STAMP]
[STAMP]
[LOGO] KCR
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
[LOGO]
[CHINESE CHARACTERS]
CONTRACT LCC 202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
ATTACHMENT 7a
AMENDMENTS TO THE DRAWINGS FOR VARIATIONS TO THE WORKS
Drawings to be deleted: LCC202/13/S18/019 Rev. A
LCC202/13/S20/001 Rev. A
LCC202/13/S20/003 Rev. A
LCC202/13/S20/222 Rev. A
Drawings to be replaced with: LCC202/13/S18/019 Rev. B
LCC202/13/S20/001 Rev. B
LCC202/13/S20/003 Rev. B
LCC202/13/S20/222 Rev. B
[STAMP]
Contract No. LCC-202 1/1
[DESIGN DRAWING 2.1]
[STAMP]
[STAMP]
[LOGO] KCR
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
[LOGO]
[CHINESE CHARACTERS]
[DESIGN DRAWING 2.2]
[STAMP]
[STAMP]
[LOGO] KCR
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
[LOGO]
[CHINESE CHARACTERS]
[DESIGN DRAWING 2.3]
[STAMP]
[STAMP]
[LOGO] KCR
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
[LOGO]
[CHINESE CHARACTERS]
[DESIGN DRAWING 2.4]
[STAMP]
[STAMP]
[LOGO] KCR
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
[LOGO]
[CHINESE CHARACTERS]
LETTER OF CLARIFICATION
Attachment 7b
Amendments to the Drawings for Variations to the Works -
Lump Sum Breakdown
17 December 2002 Contract No. LCC-202
Contract LCC 202
West Section Alignment and Associated Works
ATTACHMENT 7b
AMENDMENTS TO THE DRAWINGS FOR VARIATIONS TO THE WORKS
Lump Sum Breakdown
[STAMP]
Contract No. LCC-202 1/1
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+272 to Ch37+077 - General
Lump Sum Item LSF1.3a - Piers and Portals (Additional Costs) Activity Xxxx F1
Rate Amount
Item Code Item Description Unit Quantity HK$ HK$
-------------------------------------------------------------------------------------------
Additional Costs arising from
Variations to Bridge Bearings
and Plinths as per Drawing Nos.
LCC202/13/S20/001B & 003B
MISCELLANEOUS METALWORK
Sundries
Bridge bearings and plinths;
including approved size reinforced
concrete bearing plinth in Class
50/20D category B concrete;
mechanical pot; including top and
bottom subsidiary plates, dowels,
sockets, fixing bolts and forming
recess; fixed with approved non-
shrinkable grout layers; minimum
compressive strength 60N/mm2
N269.1 Free-floating bearing nr *** *** ***
.2 Fixed 'pin' bearing nr *** *** ***
N269.3 Sliding-guided bearing nr *** *** ***
------
Sub-total: ***
Omit
Bridge Bearings as per Drawing
Nos. LCC202/13/S20/001A & 003A
N269.1 Free-floating bearing nr *** *** ***
N269.2 Fixed 'pin' bearing nr *** *** ***
N269.3 Sliding-guided bearing nr *** *** ***
------
Sub-total: ***
------
To Collection of Lump Sum Item LSF1.3a ***
------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
LSF1.3a/1
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+272 to Ch37+077 - General
Lump Sum Item LSF1.3a - Piers and Portals (Additional Costs) Activity Xxxx Fl
Amount
Item Description HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.3a
Pages
LSF1.3a/1 ***
------
Total of Lump Sum Item LSF1.3a ***
------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
LSF1.3a/COL/1
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+272 to Ch37+077 - General
Lump Sum Item LSF1.3a - Piers and Portals (Additional Costs) Activity Xxxx Fl
Amount
Item Description HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.3a
Pages
LSF1.3a/1 ***
------
Total of Lump Sum Item LSF1.3a ***
------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
LSF1.3a/COL/1
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+272 to Ch37+077 - General
Lump Sum Item LSF1.3a - Girder & Parapets (Additional Costs) Activity Xxxx F1
Rate Amount
ItemCode Item Description Unit Quantity HK$ HK$
---------------------------------------------------------------------------------------
ADDITIONAL COST FOR CENTRAL PLENUM
STITCH/UPSTAND IN ACCORDANCE WITH
DRAWING NOS. LCC202/13/S18/019/B AND
LCC202/13/S20/222/B
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Bases, upstands, stitches and the
like; concrete category B
F622 Thickness 150 - 300mm m3 *** *** ***
------
To Collection of Lump Sum Item LSF1.4a- ***
------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.1: 10 Dec 2002 LSF1.4a/1
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4a - Girder & Parapets (Additional Cost) Activity Xxxx Fl
Rate Amount
Item Code Item Description Unit Quantity HK$ HK$
---------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; tvoe F4
Plane vertical
G343 Width 0.2 - 0.4m m2 *** *** ***
Joints
G699 Approved seal m *** *** ***
------
To Collection of Lump Sum Item LSF1.4a_ ***
------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.l: 10 Dec 2002 LSF1.4a/2
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4a - Girder & Parapets (Additional Cost) Activity Xxxx Fl
Amount
Item Description HK$
------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.4a
Pages
LSF1.4a/l ***
LSF1.4a/2 ***
------
Total of Lump Sum Item LSF1.4a ***
------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.l: 10 Dec 2002 LSF1.4/COL/1
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+272 to Ch37+077 - General
Activity Xxxx Fl
Amount
Item Description HK$
------------------------------------------------------------------------
COLLECTION OF ADDITIONAL COSTS
Pages
LSF1.3a/COL/1 ***
LSF1.4a/COL/1 ***
------
Total of Additional Costs ***
------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
ADD/COL/1
LETTER OF CLARIFICATION
Attachment 8
Proposed Sub-Contractors
17 December 2002 Contract No. LCC-202
Contract LCC 202
West Section Alignment and Associated Works
ATTACHMENT 8
PROPOSED SUB-CONTRACTORS
Name of Proposed Sub-contractors Work Description
----------------------------------------- ----------------
Kin Wing Foundations Ltd.; or Piling
Trevi Construction Co. Ltd. (subject to
confirmation of BD specialist contractor
registration)
Redland Precasting Concrete Products Ltd. Precasting
VSL Hong Kong Ltd. Prestressing
VSL Hong Kong Ltd. Deck Erection
[STAMP]
Contract No. LCC-202 1/1
LETTER OF CLARIFICATION
Attachment 9
Amendments to the Draft Short Term Tenancy Agreement
(The contents of Attachment 9 are incorporated into
the set of contract documents for execution)
17 December 2002 Contract No. LCC-202
GENERAL CONDITIONS OF CONTRACT
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
GENERAL CONDITIONS OF CONTRACT
(Provided in separately bound booklet)
17 December 2002 Contract No. LCC-202
Dated 5 April 2000
KOWLOON-CANTON RAILWAY CORPORATION
GENERAL CONDITIONS OF
CONTRACT
FOR CIVIL ENGINEERING AND BUILDING WORKS
This page left blank intentionally
GENERAL CONDITIONS OF CONTRACT
(FOR CIVIL ENGINEERING AND BUILDING WORKS)
TABLE OF CONTENTS
Clause Subject Heading Page
------ --------------- ----
A CONDITIONS
DEFINITIONS AND INTERPRETATION
1. Definitions and Interpretation 1
THE ENGINEER
2. Duties and Powers of the Engineer 12
3. The Engineer's Representatives and his
Assistants 13
ASSIGNMENT AND SUBCONTRACTING
4. Assignment 16
5. Sub Contracting 16
6. Appointment of Independent Checking Engineer 19
CONTRACT DOCUMENTS
7. Precedence of Documents 20
8. Entire Agreement 21
9. Provision of Drawings and Specification 22
10. Submission and Review Procedure 22
- i/vii -
Clause Subject Heading Page
------ --------------- ----
GENERAL OBLIGATIONS
11. Contractor's General Responsibilities 23
12. Responsibility for Design 24
13. Articles of Agreement 25
14. Bonds, Parent Company Guarantees and Parent
Company Undertakings 26
15. Inspection of the Site and Information,
Sufficiency of Tender and Physical Conditions
and Artificial Obstructions 27
16. Programmes and Progress Reports 30
17. Method Statement 31
18. Contractor's Superintendence and Staff 32
19. Setting-out and Dimensions 33
20. Safety 33
21. Care of the Works etc. 34
22. Damage to Property and Injury to Persons -
Indemnities 37
23. Giving of Notices and Payment of Fees etc 37
24. Compliance with Enactments and Obtaining
Permits and Consents 38
25. Language of Notices etc 39
26. Interference and Nuisance 39
27. Intellectual Property Rights 40
28. Co-ordination 41
- ii/vii -
Clause Subject Heading Page
------ --------------- ----
29. Publicity and Xxxxxxxxxx 00
00. Offering Gratuities 45
31. Antiquities 45
INSURANCE
32. Employer's Insurance 46
33. Contractor's Insurance 47
34. General Insurance Obligations 50
LABOUR
35. Labour 51
QUALITY OF PERMANENT WORKS AND WORKMANSHIP, DEFECTS AND
TESTS
36. Quality System 51
37. Permanent Works and Workmanship 51
38. Access and Inspection 52
39. Covering and Uncovering Parts of the Works 52
40. Removal of Unsatisfactory Parts of the Works 53
41. Testing 53
COMMENCEMENT, COMPLETION AND DELAY
42. Commencement 55
43. Rights of Access to the Site 55
44. Time for Completion 56
45. Extension of Time 56
- iii/vii -
Clause Subject Heading Page
------ --------------- ----
46. Rate of Progress 61
47. Recovery of Delay and Acceleration of the Works 61
48. Liquidated Damages for Delay 62
SUBSTANTIAL COMPLETION, STAGE AND
HANDING OVER CERTIFICATES
49. Substantial Completion and Stage Certificates 65
50. Handing Over Certificates 67
SUSPENSION
51. Suspension 68
OUTSTANDING WORK AND DEFECTS
52. Outstanding Work 69
53. Work of Repair and Additional Work
during the Defects Liability Period
and Investigating Defects 69
VARIATIONS AND OPTIONS
54. Variations 71
55. Daywork 72
55A. Options 73
VALUATION
56. Valuation 74
57. Cost and Disturbance to the Progress of the Works 76
58. Notice of Claims for Additional Payment 78
59. Maintenance of Records 79
- iv/vii -
Clause Subject Heading Page
------ --------------- ----
PROPERTY IN THE PERMANENT WORKS, TEMPORARY WORKS AND
CONTRACTOR'S EQUIPMENT
60. Vesting of Contractor's Equipment and Temporary Works 80
61. Vesting of Permanent Works 81
62. Use of Contractor's Equipment 82
63. Removal of Contractor's Equipment and Temporary Works 84
64. Liability for Loss or Damage to Permanent Works,
Contractor's Equipment, etc 85
PROVISIONAL SUMS
65. Provisional Sums 85
CERTIFICATES AND PAYMENT
66. Interim Payment Schedule, Cost Centre Values
and Milestones 86
67. Payment Statements 89
68. Retention Moneys 91
69. Final Certificate 92
70. Default of Employer to Pay 93
DEFECTS LIABILITY CERTIFICATE
71. Defects Liability 94
REMEDIES AND POWERS
72. Work by Others 94
- v/vii -
Clause Subject Heading Page
------ --------------- ----
73. Insolvency or Change in Control 95
74. Forfeiture 96
75. Recovery of Money due to the Employer 98
FRUSTRATION, TERMINATION AND SPECIAL RISKS
76. Frustration 98
77. Special Risks 99
DISPUTE RESOLUTION
78. Dispute Resolution 101
NOTICES
79. Service of Notices 105
B SCHEDULES
Schedule Title
-------- -----
Schedule 1 Form of Sub-contractor Warranty
Schedule 2 Form of Independent Checking Engineer Warranty
Schedule 3 Articles of Agreement
Schedule 4 Form of Draft Legal Opinion (for Articles of
Agreement)
Schedule 5 Form of Contractor's Bond
Schedule 6 Form of Parent Company Guarantee
Schedule 7 Form of Parent Company Undertaking
Schedule 8 Form of Off-shore Manufacturing Bond
- vi/vii -
Schedule Title
-------- -----
Schedule 9 Form of Draft Legal Opinions (for Guarantees,
Undertakings and Bonds)
Schedule 10 Insurance Policy
Schedule 11 Part A - Marine Vessel Liability Insurance
Part B -- Employee's Compensation Insurance
Schedule 12 Mediation Rules
Schedule 13 Arbitration Rules
- vii/vii -
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GENERAL CONDITIONS OF CONTRACT
CIVIL ENGINEERING AND BUILDING WORKS
DEFINITIONS AND INTERPRETATION
1.1 Definitions
In the Contract, the following words and expressions shall have the
meaning hereby assigned to them:
"Arbitration Rules" means the rules for reference of Disputes to
arbitration in accordance with Clause 78, as contained in Schedule 13;
"Articles of Agreement" means the articles of agreement prepared by
the Employer and executed by the parties in accordance with Clause 13;
"Buildings Ordinance" means the Buildings Ordinance contained in
Chapter 123 of the laws of Hong Kong and all amendments thereto or
statutory re-enactments thereof from time to time;
"Clause" means a clause of these General Conditions, unless the
context otherwise requires;
"Contract" means the Articles of Agreement, the Tender, the Letter of
Acceptance, the Drawings, the Specification, the General Conditions
and the Special Conditions;
"Contractor" means the person or parties referred to in the Letter of
Acceptance as having submitted the Tender, including his or their
permitted assignees;
"Contract Rate of Interest" means the rate equivalent to 1% above the
rate per annum from time to time published by The Hongkong and
Shanghai Banking Corporation Limited to be its prime lending rate for
Hong Kong Dollars or, if such rate ceases to be published as the prime
lending rate, the nearest equivalent rate for the lending of Hong Kong
Dollars by the Bank of China Limited;
- 1/105 -
"Contractor's Drawings" means all drawings, design calculations,
software, specifications, samples, patterns, models, written
procedures and all other documents and things which are:
(a) prepared by or on behalf of the Contractor;
(b) required by the Contract to be submitted by the Contractor
to the Engineer for review, and
(c) reviewed without objection,
provided that this definition shall exclude the Works Programme and
insurance policies, to be submitted for review by the Contractor
pursuant to Clauses 16 and 33, respectively;
"Contractor's Equipment" means all equipment of every kind (including,
without limitation, vehicles, plant, marine vessels, tools and other
things) and the constituent parts forming or intended to form part
thereof, required for the execution of the Works, but excluding the
Permanent Works and the Temporary Works;
"Cost" means expenditure wholly and necessarily incurred by the
Contractor in connection with the Works, including, without
limitation, overheads, whether on or off the Site, finance charges
(which shall be limited to simple interest calculated at the Contract
Rate of Interest) and depreciation in value of any Contractor's
Equipment owned by the Contractor, but excluding profit;
"Cost Centre" means a group of activities identified as such in the
Pricing Document;
"Cost Centre Value" means the value allocated to each Cost Centre as
set out in the Pricing Document, as the same may be revised from time
to time by the Engineer pursuant to Clause 66;
"Date for Commencement of the Works" means the date stated in the
Particular Specification included in the Specification for the
commencement of the Works;
"Defects Liability Certificate" means the certificate issued pursuant
to Clause 71;
"Defects Liability Period" means:
(a) in respect of any Section or any other part of the Works for
which a Substantial Completion Certificate is issued
pursuant to Clause 49,
- 2/105 -
the period calculated from the date of substantial
completion thereof identified in the relevant Substantial
Completion Certificate until 12 (twelve) months after the
date of substantial completion of the Works, as identified
in the Substantial Completion Certificate for the Works;
(b) in respect of the Works, the period of 12 (twelve) months
calculated from the date of substantial completion of the
Works identified in the Substantial Completion Certificate
for the Works; and
(c) in respect of work executed pursuant to Clauses 52.1 and
53.1(a), the expression means 12 (twelve) months from the
date of completion of such work;
"Dispute" means a dispute or difference of any kind whatsoever between
the Employer and the Contractor arising under, out of or in connection
with the Contract or the execution of the Works, including, without
limitation, a dispute concerning any decision, opinion, instruction,
notice, order, direction, withholding of permission or consent,
determination, certificate, statement of objection, assessment or
valuation of the Engineer, whether pursuant to Clause 78 or otherwise,
and whether during the execution of the Works, or thereafter, and
whether before or after any termination, abandonment or breach of the
Contract or the termination of the Contractor's employment under the
Contract;
"Drawings" means:
(a) the drawings included in the Contract and identified as
"Drawings" (but excluding any drawing identified as "for
information") and listed in the Specification;
(b) any drawing identified as a "Drawing" issued by the Engineer
to the Contractor from time to time during the execution of
the Works; and
(c) any amendment made to the drawings in (a) and/or (b) above
from time to time and issued by the Engineer to the
Contractor;
"Employer" means the Kowloon-Canton Railway Corporation ("KCRC")
established under the Kowloon-Canton Railway Corporation Ordinance
contained in Chapter 372 of the laws of Hong Kong, and its successors
and assignees;
- 3/105 -
"Enactment" means any Ordinance or statutory provision, proclamation,
rule, regulation, order, resolution, notice, rules of court, by-law,
or other instrument having the force of law from time to time in Hong
Kong;
"Engineer" means the person identified as such in the Letter of
Acceptance or any replacement appointed from time to time by the
Employer and notified to the Contractor to act as the Engineer for the
purposes of the Contract;
"Engineer's Representative" means a person appointed from time to time
by the Engineer, pursuant to Clause 3.1;
"Final Certificate" means the certificate issued by the Engineer
pursuant to Clause 69 stating the Final Contract Sum;
"Final Contract Sum" means the sum to be ascertained by the Engineer
and stated in the Final Certificate, to be paid by the Employer to the
Contractor pursuant to Clause 69 in consideration of the execution of
the Works in accordance with the Contract;
"Form of Tender" means the document identified as such, duly completed
and signed by the Contractor and included in the Tender;
"General Conditions" means the Clauses of these general conditions of
contract, together with all Schedules;
"General Holiday" means every Sunday and every other day which is
prescribed as a general holiday by the Holidays Ordinance (Cap. 149);
"Government" means the Government of the Special Administrative Region
of Hong Kong;
"Handing Over Certificate" means a certificate issued by the Engineer
pursuant to Clause 50.2;
"Independent Checking Engineer" means the person, firm or company
identified as such in the Letter of Acceptance or any replacement
thereof from time to time appointed by the Contractor in accordance
with Clause 6;
"Interim Payment Schedule" means the schedule as completed by the
Contractor and included in the Pricing Document to be used for the
calculation of interim payments to be made in respect of each Cost
Centre, subject to the other provisions of the Contract, as such
schedule may be revised from time to time pursuant to Clause 66;
- 4/105 -
"Key Date" means a date identified as such in the Specification as the
same may be extended by the Engineer pursuant to Clause 45 or adjusted
by agreement, pursuant to Clause 47;
"Letter of Acceptance" means the letter from the Employer to the
Contractor accepting the Tender, subject to the terms contained
therein or in any attachment thereto;
"Master Programme" means the programme issued to the Contractor prior
to the date of the Letter of Acceptance showing the intended sequence
and timing of the activities to be undertaken by the Contractor and
Project Contractors, as the same may be revised from time to time and
issued to the Contractor pursuant to Clause 16;
"Mediation Rules" means the rules for reference of Disputes to
mediation in accordance with Clause 78, as contained in Schedule 12;
"Milestone" means an event or a degree of completion of a part of the
Works as described, and for which a date for achievement is specified,
in the Schedule of Milestones;
"Monthly Progress Report" means the report to be prepared and
submitted by the Contractor monthly in accordance with the
Specification;
"Option" means any item of work described as such in the Specification
which is not included in the Works at the time of acceptance of the
Tender but which may be so included by the exercise of the option by
the Engineer pursuant to Clause 55A;
"Permanent Works" means all permanent works of every kind to be
executed by the Contractor in accordance with the Contract and which
are to become a permanent part of the Project, including, without
limitation, all goods, materials and other constituent parts forming
or intended to form part thereof;
"Pricing Document" means the document, including the preamble thereto,
identified as such, completed by the Contractor and contained in
Appendix 2 to the Form of Tender;
"Project" means the works and developments described in Appendix 1 to
the Form of Tender;
"Project Contractors" means any of the following whose activities or
the works they are engaged to carry out in any way or at any time
affect or are affected by the Works:
- 5/105 -
(a) contractors and design or specialist consultants engaged on
the Project from time to time by the Employer, the
Government or the Mass Transit Railway Corporation;
(b) utility providers;
(c) developers or franchisees appointed on the Project from time
to time by the Employer;
(d) subcontractors of any tier of the contractors within
category (a) above, and contractors and subcontractors of
any tier of utility providers, developers and franchisees
within categories (b) and (c) above;
provided that the definition shall exclude the Contractor and his
subcontractors of any tier both as Contractor or subcontractor of any
tier in relation to the Works and in any other capacity which would
otherwise fall within categories (a) to (d) above in relation to other
works;
"Provisional Sum" means a sum so designated in the Pricing Document
for the execution of works or expenditure which is not quantified
and/or defined at the date of the Letter of Acceptance, which sum may
be expended by the Engineer pursuant to Clause 65;
"Relevant Authority" means any Government department or public body
(other than the Employer) having jurisdiction in relation to the
Works;
"Retention Moneys" means the sums withheld by the Employer by way of
retention pursuant to Clause 68;
"Schedule" means a schedule to these General Conditions;
"Schedule of Milestones" means the schedule included in the Pricing
Document describing the Milestones and stipulating the dates by which
Milestones are to be achieved in order to maintain interim payments by
the Employer to the Contractor in accordance with the Interim Payment
Schedule, as such schedule may be revised from time to time by the
Engineer pursuant to Clause 66;
"Section" means any part of the Works identified as such in the
Specification to which a Key Date is allocated and in respect of which
a Substantial Completion Certificate is to be issued;
"Site" means the lands and other places under, over, on, in or through
which the Works are to be executed, as identified in the
Specification, together with
- 6/105 -
such other lands and places as may be designated by the Engineer from
time to time as forming part of the Site;
"Special Conditions" means the special conditions of contract, if any,
identified as such and either issued by the Employer prior to the
submission of the Tender by the Contractor and/or agreed by the
Employer and the Contractor after submission of the Tender and
referred to in the Letter of Acceptance;
"Specification" means the documents identified as such and issued by
or on behalf of the Employer, subject to any amendment thereof or
addition thereto or omission therefrom as may from time to time be
issued by the Engineer;
"Stage" means a degree of achievement in the execution of the Works by
the Contractor identified as such in the Specification to which a Key
Date is allocated and in respect of which a Stage Certificate is to be
issued;
"Stage Certificate" means a certificate issued pursuant to Clauses
49.4 or 49.6 in respect of the achievement of any Stage or any part of
a Stage and the date of achievement of any Stage or any part of a
Stage shall be the date identified in the relevant Stage Certificate;
"Substantial Completion Certificate" means a certificate issued
pursuant to Clause 49 when the Works or any Section or any other part
of the Works is substantially complete, and the date of substantial
completion of any Section or any part of the Works shall be the date
identified in the relevant Substantial Completion Certificate;
"Substantial Completion Certificate for the Works" means the
Substantial Completion Certificate issued pursuant to Clause 49 when
the Works are substantially completed and, if the Works are divided
into Sections which together comprise the whole of the Works, means
the Substantial Completion Certificate issued in respect of the last
Section to be substantially completed and the date of substantial
completion of the Works shall be the date identified in either of the
said certificates, as appropriate;
"Temporary Works" means all works of a temporary nature of every kind
required for the execution of the Works, including, without
limitation, false work, temporary structures and buildings and
temporary earth works (including the goods, materials and other
constituent parts forming or intended to form part thereof);
- 7/105 -
"Tender" means the Form of Tender and the appendices thereto prepared
and/or completed by the Contractor in the form accepted by the
Employer and subject to the terms of the Letter of Acceptance;
"Tender Total" means the total of the Cost Centre Values as referred
to in the Letter of Acceptance;
"Works" means the Permanent Works and the Temporary Works and all
operations and activities expressly or impliedly required by the
Contract in relation to and including the provision and completion of
the Permanent Works; and
"Works Programme" means the programme showing the sequence, method and
timing of the execution of the Works including all accompanying
narratives and ancillary information, in the form and detail
prescribed by the Specification, submitted by the Contractor and
reviewed without objection and subject to any amendment thereof from
time to time reviewed without objection.
1.2 INTERPRETATION
SINGULAR AND PLURAL ETC.
1.2.1 In the Contract, where the context so requires:
(a) words importing the singular only shall include
the plural, and vice versa;
(b) words importing persons or entities shall include
corporations, partnerships and other entities,
corporate or unincorporated having legal capacity,
(c) words importing the masculine shall be construed
as including the feminine, and vice versa; words
importing the neuter shall include the masculine
or feminine and vice versa;
(d) "manufacture" shall include preparation, assembly
and fabrication;
(e) "subcontractor" shall include supplier; and
(f) "test" (and grammatical variations thereof) shall
include, without limitation, commissioning and any
commissioning test.
- 8/105 -
HEADINGS, MARGINAL NOTES ETC.
1.2.2 Unless otherwise expressly provided elsewhere in the Contract, the
indices, headings and marginal notes contained in any document
included in the Contract shall not be taken into consideration in the
interpretation and construction of the Contract.
JOINT AND SEVERAL LIABILITY
1.2.3 All references to the Contractor in the Contract shall have effect, if
the Contractor comprises more than one legal entity, so that all
entities comprising the Contractor shall be jointly and severally
liable for any breach of the Contractor's obligations. In the event
that the same was not submitted with his Tender, the Contractor shall,
within 14 (fourteen) days of the date of the Letter of Acceptance,
provide to the Engineer, a copy of all joint venture or consortium (or
any other association) agreements in the forms agreed or executed by
the entities comprising the Contractor, relating to the execution of
the Works. The provisions of any such agreements shall not be amended,
varied or waived by any of the entities comprising the Contractor,
including, without limitation, in respect of any change in the parties
comprising the joint venture, consortium or other association, without
the prior consent of the Employer.
TIME
1.2.4 Subject to any express provision to the contrary contained elsewhere
in the Contract, any period of time fixed or decided in accordance
with the Contract for doing any act or thing shall be calculated
subject to and in accordance with the following:
(a) "day" shall mean a calendar day according to the Gregorian
calendar;
(b) General Holidays shall be included in any such period of
time;
(c) "month" shall mean calendar month;
(d) where the act or thing is required to be done within or not
less than a specified period before a specified date, the
period shall end immediately before that date;
(e) where the act or thing is required to be done within a
specified period after or from a specified date, the period
shall begin immediately after that date; and
- 9/105 -
(f) where the act or thing is required to be done within a
specified period, the period shall end at the conclusion of
the last day of the period.
LIABILITY, OBLIGATIONS AND DUTIES OF THE CONTRACTOR
1.2.5 In the Contract, the following words (and grammatical variations
thereof) shall, unless the context in which they appear otherwise
require, be construed in the following manner:
"liability" shall include responsibility under or in connection with
the Contract, at law (in contract and tort (including negligence)) or
otherwise, for damages, costs, charges, proceedings, losses and
expenses;
"obligations" shall mean obligations under or in connection with the
Contract and at law; and
"duty" shall mean obligations under the Contract and not obligations
in tort.
COSTS AND EXPENSE OF PERFORMANCE
1.2.6 Unless otherwise expressly stated in the Contract, the Contractor
shall bear the costs and expense of performing all obligations and
discharging all duties.
EXECUTE
1.2.7 Where the word "execute" (and grammatical variations thereof) is used
in the Contract, it shall (unless the context in which it appears
otherwise requires) mean carry out and complete.
SUBSTANTIAL COMPLETION
1.2.8 Where the words "substantial completion" (and grammatical variations
thereof) are used in relation to the Works, any Section, or any other
part of the Works, they shall mean substantial completion excluding
any work required to be executed by the Contractor in the Defects
Liability Period, including, without limitation, any outstanding work,
work of defect rectification, testing after completion of the Works,
training of the Employer's personnel or maintenance of any part of the
Permanent Works.
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1.2.9 SUBMISSION FOR REVIEW
All references in the Contract to the term "submission for
review" or "review by the Engineer" (and any grammatical
variations thereof) shall mean submission for review to the
Engineer subject to and in accordance with Clause 10 and any
Contractor's Drawings or other thing to which a notice of no
objection is given under Clause 10 shall be referred to in
the Contract as having been "reviewed without objection".
Any reference in any correspondence or other document
emanating from the Engineer to the "approval", "agreement"
or "acceptance" (or grammatical variations thereof) by
the-Engineer of any submission by the Contractor of any
document or thing shall be interpreted and construed for all
purposes of the Contract as reviewed without objection by
the Engineer.
DOCUMENTS IN WRITING
1.3 Unless the context in which it appears otherwise requires, where
provision is made for the giving or issue of any notice, consent,
permission, certificate, instruction, determination, direction,
request, proposal, authorisation, endorsement, opinion or decision by
any person, or the agreement of any person, unless otherwise
specified, the same (and any grammatical variations of such terms)
shall be construed as:
(a) being required to be given in writing; and
(b) to be given or issued by the Engineer.
COMMUNICATIONS IN WRITING AND IN ENGLISH
1.4 Any communications and documents under the Contract required to be in
writing shall be handwritten, typed or printed in the English language
including, without limitation, all notices, consents, permissions,
certificates, instructions, determinations, directions, requests,
proposals, authorisations, endorsements, opinions, decisions, design
information, drawings, test reports and documents of any kind.
GOVERNING LAW
1.5 The Contract shall be interpreted according to and all Disputes shall
be governed by, the laws for the time being in force in Hong Kong.
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THE ENGINEER
2. DUTIES AND POWERS OF THE ENGINEER
2.1 The Engineer shall carry out those duties and may exercise those
powers specified in or necessarily to be implied from the Contract.
The Engineer may be an employee of the Employer or a consultant or
contractor.
2.2 The Engineer is obliged to act at the direction of the Employer in
respect of the matters referred to in Appendix 1 to the Form of Tender
by reference to this Clause. Save as aforesaid, the Engineer shall act
fairly and reasonably within the provisions of the Contract.
2.3 The Contractor's rights under the Contract shall not be prejudiced in
any way by any failure on the part of the Engineer to comply with the
requirements of his appointment by the Employer including, without
limitation, to act at the direction of the Employer in respect of
those matters referred to in Clause 2.2. The Contractor shall not be
obliged to make any enquiry of the Engineer as to whether the Engineer
has sought and/or received any direction of the Employer in respect of
any of the matters referred to in Clause 2.2.
2.4 Except as expressly provided in the Contract, the Engineer shall not
have any power to amend any provision of the Contract.
2.5 The Engineer:
(a) shall issue instructions which in his opinion are necessary
for the execution of the Works; and
(b) may issue any other instruction which in his opinion is
desirable in connection with the Works and/or the Project,
provided that (except as required by any other provision of the
Contract) the Engineer shall not be obliged to issue any instruction
relating to any matter which, in his opinion, is the responsibility of
the Contractor under the Contract in the absence of the instruction.
2.6 The instructions referred to in Clause 2.5 may be issued pursuant to
that Clause or pursuant to any other provision of the Contract as, in
the Engineer's opinion, shall be appropriate.
2.7 Subject to the provisions of Clause 3, the Contractor shall take
instructions only from the Engineer.
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2.8 The Contractor shall give reasonable notice to the Engineer of any
instruction which the Contractor considers is necessary for the
execution of the Works to enable the Engineer to issue the instruction
without delaying the progress of the Works. Without prejudice to the
generality of Clause 2.5, the Engineer shall not be bound to issue any
instruction which, in his opinion, is unnecessary.
2.9 If, as a result of an instruction pursuant to Clause 2.5, or as a
result of any failure or inability of the Engineer to issue, or delay
in issue of, an instruction pursuant to Clause 2.5(a) which was the
subject of a notice in accordance with Clause 2.8, the Contractor is
prevented from achieving any Stage or substantially completing the
Works or any Section by the relevant Key Date, or incurs Cost which
the Contractor did not and had no reason to anticipate, then if the
Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or, in
respect of an instruction pursuant to Clause 2.5, Clause 56 and/or 57
and, in respect of failure, inability or delay as aforesaid, Clause
57, provided that the Contractor has complied with his obligations
pursuant to Clause 45 and/or Clause 58, as appropriate.
3. THE ENGINEER'S REPRESENTATIVES AND HIS ASSISTANTS
3.1 The Engineer shall notify the Contractor of the appointment of any
Engineer's Representative and of any replacement thereof from time to
time. The duties and powers of the Engineer's Representative shall be:
(a) without prejudice to the Contractor's obligations, to watch
and inspect the Works;
(b) where deemed necessary by the Engineer, to test and examine
any material to be used and workmanship employed by the
Contractor in connection with the Works; and
(c) to carry out such other duties and exercise such other
powers vested in the Engineer which are delegated to him by
the Engineer pursuant to Clause 3.2.
3.2 The Engineer may, from time to time, delegate to any Engineer's
Representative, any of the duties and powers vested in him. Any such
delegation shall be in writing, signed by the Engineer and shall
specify the duties and powers delegated. No such delegation shall take
effect until a signed copy thereof has been delivered to the
Contractor. Any instruction or decision given by any Engineer's
Representative to the Contractor within the terms of such delegation
(but not otherwise) shall be deemed to have been given by the
Engineer, provided that if the Contractor is dissatisfied with any
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instruction or decision of any Engineer's Representative, the
Contractor may, within 14 (fourteen) days of receipt of notification
of such instruction or decision, refer the matter to the Engineer who
shall confirm, reverse or vary the instruction or decision.
3.3 The Engineer or any Engineer's Representative may appoint and replace
any person to act as assistant to any Engineer's Representative in
carrying out his duties and exercising his powers. Upon any such
appointment or replacement, the Engineer, or the Engineer's
Representative, as the case may be, shall notify the Contractor of the
names of each such person and their duties and powers.
3.4 In respect of any assistants appointed pursuant to Clause 3.3:
(a) such assistants shall have no authority to issue any
instruction or decision to the Contractor save insofar as
such instruction or decision may be necessary to enable them
to carry out their duties and exercise their powers. Any
such instruction or decision given by any assistant shall be
deemed to have been given by the Engineer's Representative
for whom he acts; and
(b) if the Contractor is dissatisfied with any instruction or
decision of any assistant, he may, within 14 (fourteen) days
of receipt of notification of such instruction or decision,
refer the matter to the Engineer's Representative for whom
the assistant acts, who shall confirm, reverse or vary the
instruction or decision.
3.5 Until the Engineer, or as the case may be, any Engineer's
Representative, confirms, reverses or varies any instruction or
decision pursuant to the proviso to Clause 3.2, or pursuant to Clause
3.4 (b), the Contractor shall remain bound by the instruction or
decision and if, as a result of any reversal or variation, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date, or
incurs Cost which the Contractor did not and had no reason to
anticipate, then if the Contractor claims additional time and/or
payment therefor, the Engineer shall give a decision pursuant to
Clause 45 and/or 57, provided that the Contractor has complied with
his obligations pursuant to Clause 45 and/or Clause 58, as
appropriate.
3.6 If for any reason the Engineer or any Engineer's Representative or any
assistant to any Engineer's Representative considers it necessary to
give any instruction or decision orally, he may do so, and the
Contractor shall comply with such instruction or decision. The oral
instruction or decision shall be confirmed in writing by the Engineer,
the Engineer's Representative or assistant to any Engineer's
Representative, as the case may be, as soon as practicable after the
instruction or decision was given provided that if the
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Contractor, within 7 (seven) days of the date of receipt of the oral
instruction or decision, confirms in writing to the Engineer the oral
instruction or decision and if the confirmation is not contradicted in
writing within 7 (seven) days of receipt of the confirmation, it shall
be deemed to be an instruction or decision of the Engineer.
3.7 The Engineer's Representatives and his assistants may be employees of
the Employer or consultants or contractors.
3.8 Notwithstanding any other provision of the Contract:
(a) no act or omission by the Engineer or any Engineer's
Representative or the assistants to any Engineer's
Representative, including, without limitation, the issuance
of any notice of no objection or certificate, or the giving
of any permission or consent shall:
(i) relieve the Contractor in whole or in part from
any obligation or liability or give rise to any
waiver or estoppel in relation to any of his
obligations or liabilities; or
(ii) constitute a warranty by the Employer in relation
to the Contractor's performance of the Contract or
any part thereof; or
(iii) otherwise create any obligation or liability on
the part of the Employer unless the act or
omission occurs in the performance of duties or
the exercise of powers pursuant to the Contract;
(b) no failure by the Engineer, any Engineer's Representative or
any assistant to any Engineer's Representative to reject any
work, drawing or document which is not in accordance with
the Contract shall prejudice the power of any such persons
subsequently to reject the work, drawing or document, nor
shall the Employer incur any obligation or liability to the
Contractor arising out of such failure; and
(c) neither the Engineer, any Engineer's Representative nor any
assistant to any Engineer's Representative shall have any
personal liability to the Contractor for their acts and
omissions in the performance of their duties or exercise of
their powers pursuant to the Contract.
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ASSIGNMENT AND SUBCONTRACTING
4. ASSIGNMENT
4.1 The Contractor shall not, subject to Clause 4.2, assign or otherwise
transfer the benefit of the Contract or any part thereof or any
interest or right therein or thereunder without the prior consent of
the Employer and any assignment shall be upon terms and in a form
approved by the Employer.
4.2 The Contractor may, with the prior consent of the Employer, such
consent not to be unreasonably withheld:
(a) grant a charge on any moneys due or to become due to the
Contractor under the Contract in favour of his bankers or a
third party providing finance to the Contractor for the
Works; and
(b) assign to his bankers or the third party the right to
receive any moneys due or to become due under the Contract
to the Contractor.
4.3 The Employer shall be fully entitled at any time, without the consent
of the Contractor, to assign or otherwise transfer
(a) the benefit of the Contract (or any part thereof) and any
interest therein or right thereunder to any third party; and
(b) the burden of the Contract including accrued liabilities (or
any part thereof) and any interest therein to the Government
or to a corporation wholly owned by the Government, or to
any bank or financial institution providing finance to the
Employer in respect of the Project,
provided that the Employer shall notify the Contractor following any
assignment or transfer by the Employer in accordance with this Clause
4.3.
5. SUB CONTRACTING
5.1 The Contractor shall not sub contract the whole of the Works.
5.2 The Contractor shall sub contract the performance of his design
checking obligations subject to and in accordance with Clause 6.
5.3 Save as provided by Clause 5.2, the Contractor shall not sub contract
any part of the Works without prior consent.
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5.4 If the Contractor wishes to sub contract part of the Works (other than
pursuant to Clause 5.2) he shall submit to the Engineer.
(a) the identity of the subcontractor proposed to be employed;
(b) particulars of the part of the Works to be sub contracted;
(c) the proposed terms upon which the subcontractor is to be
employed;
(d) address, telephone and facsimile numbers of the proposed
subcontractor;
(e) description of the proposed subcontractor's management
structure;
(f) details of previous and current projects of a similar nature
undertaken by the proposed subcontractor, giving the names
of the employer, architect/engineer, description of work
performed and contract value;
(g) number of personnel on the proposed subcontractor's payroll
and descriptions of their respective occupation/trade;
(h) any work the proposed subcontractor intends to further sub
contract to others;
(i) details of design capability, if the proposed subcontractor
is required to carry out design for the Works;
(j) details of design, fabrication and manufacturing facilities
of the proposed subcontractor;
(k) details of the site management arrangements of the proposed
sub contractor;
(1) details of safety personnel currently employed by the
proposed subcontractor and past accident records; and
(m) details of quality management personnel currently employed
by the proposed subcontractor and quality management system
in use,
unless the Engineer notifies the Contractor that any information
listed in Clause 5.4(a) to (m) is not required in respect of the sub
contracting of any part of the Works. Such information shall be
supplied by the Contractor in sufficient time to enable the Engineer
to evaluate the
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capacity and ability of the proposed subcontractor to execute the part
of the Works to be sub contracted and to enable the Contractor to
select an alternative party in the event that the Engineer withholds
his consent to the proposed sub contracting.
5.5 The Contractor shall ensure that the terms of any sub contract
(including, without limitation, those made pursuant to Clause 6)
impose on the subcontractor such of the terms of the Contract as are
applicable and appropriate to the part of the Works to be sub
contracted so as to enable the Contractor to comply with his
obligations in respect of such part.
5.6 The Contractor shall use all reasonable endeavours to incorporate in
any of the sub contracts referred to in Clauses 5.2 and 5.4, such
terms and conditions as the Engineer may request the Contractor to so
incorporate.
5.7 The Contractor shall ensure that the proposed terms and conditions of
sub contract referred to in Clause 5.5 shall include a provision by
which the subcontractor is obliged to provide a warranty executed as a
deed in favour of the Employer, in the form appearing in Schedule 1,
unless the Employer notifies the Contractor that no such warranty is
required in respect of any sub contract The Contractor shall submit a
warranty, duly executed, in the said form to the Employer within 28
(twenty eight) days of the Contractor's appointment of each relevant
subcontractor in accordance with this Clause 5.
5.8 The Contractor shall, after receiving consent to any sub contracting,
supply to the Engineer such copies of the terms and conditions
(including, without limitation, rates and prices) of the sub contract
as the Engineer may instruct, and the Contractor shall not after
entering into the sub contract, amend, vary or waive the terms and
conditions thereof in any respect material to compliance by the
Contractor with his obligations, without prior consent.
5.9 The Engineer shall be entitled to communicate directly with the
Contractor's subcontractors of any tier, keeping the Contractor
informed of any significant communication, provided that the Engineer
shall not be entitled to issue directly to any subcontractor, any
instruction or decision affecting the Contractor's obligations or
liabilities to a subcontractor of any tier.
5.10 No sub contracting shall relieve the Contractor from any obligation or
liability nor create any obligation or liability on the part of the
Employer. The Contractor shall be liable for the acts and omissions of
his subcontractors of any tier as if they were the acts and omissions
of the Contractor. Without prejudice to the foregoing, the Contractor
shall provide all necessary superintendence to ensure that the part of
the Works to be executed by his subcontractors shall comply with the
requirements of the Contract.
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5.11 The Engineer may, notwithstanding previous consent pursuant to Clause
5.3, instruct the Contractor to discontinue the participation in the
Works of any of the Contractor's subcontractors of any tier if, in the
opinion of the Engineer, the subcontractor causes or contributes to a
material breach by the Contractor of any term of the Contract.
Following the issue of any such instruction, the Contractor shall
ensure that the relevant subcontractor does not participate in the
Works again without prior consent.
5.12 If a subcontractor of any tier provides to the Contractor a warranty
in connection with the Works, and if the Employer so instructs, the
Contractor shall assign the benefit of the warranty to the Employer,
provided that in the event of any such assignment, the Employer shall
use reasonable endeavours to enforce the said warranty against the
relevant subcontractor before enforcing the Contract against the
Contractor in respect of any matter for which a cause of action exists
against the subcontractor under the said warranty.
5.13 If the Contractor is in breach of any of the provisions of this Clause
5 in respect of any subcontractor appointed by the Contractor, the
Employer may, without prejudice to any other rights or remedies it may
have, withhold all interim payments in relation to the Cost Centre
under which the Contractor is to receive payment in respect of that
part of the Works sub contracted, until the breach is remedied.
6. APPOINTMENT OF INDEPENDENT CHECKING ENGINEER
6.1 Within 30 (thirty) days of the date of the Letter of Acceptance, the
Contractor shall appoint the Independent Checking Engineer to perform
the Contractor's design checking obligations.
6.2 The terms of appointment of the Independent Checking Engineer shall
provide that the Independent Checking Engineer is required:
(a) to provide persons of the qualifications and experience
appropriate to and consistent with the nature and scope of
the services to be undertaken;
(b) to perform the duties ascribed to him with reasonable skill,
care and diligence;
(c) to perform his duties in a manner compatible and consistent
with the Contractor's obligations;
(d) to be represented in Hong Kong at all times throughout the
execution of the Works by staff of suitable seniority and
experience;
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(e) not to sub contract any part of his obligations, save with
the written consent of the Contractor and the Engineer; and
(f) to provide in favour of the Employer a warranty duly
executed as a deed in the form appearing in Schedule 2.
The Independent Checking Engineer shall be (and shall be required by
his terms of-appointment with the Contractor to be) independent of the
Contractor and not be associated in any way with any person
undertaking the design of any part of the Permanent Works or the
Temporary Works.
6.3 The Contractor shall supply to the Employer the warranty referred to
in Clause 6.2(f) above, duly executed, within 14 (fourteen) days of
the appointment of the Independent Checking Engineer by the
Contractor.
6.4 The Contractor shall supply to the Engineer one copy of the terms and
conditions of appointment of the Independent Checking Engineer within
7 (seven) days of being instructed so to do by the Engineer. The
Contractor shall not, after entering into an agreement with the
Independent Checking Engineer, amend, vary or waive the terms and
conditions thereof in any respect material to compliance by the
Independent Checking Engineer, with the Independent Checking
Engineer's obligations, without prior consent.
6.5 The Engineer may instruct the termination of the appointment of the
Independent Checking Engineer if, in the Engineer's opinion, the
Independent Checking Engineer fails to properly discharge his duties
in accordance with the terms and conditions of his appointment. If the
Independent Checking Engineer's appointment is so terminated, he shall
not again participate in the Works without prior consent.
6.6 In the event of the termination of the appointment of the Independent
Checking Engineer for any reason by the Contractor, the Contractor
shall give notice thereof to the Engineer and shall submit for review
details of the identity, qualifications, experience and terms and
conditions of appointment of the proposed replacement. On receiving a
notice of no objection thereto, the Contractor shall appoint the
replacement as soon as practicable.
CONTRACT DOCUMENTS
7. PRECEDENCE OF DOCUMENTS
7.1 The documents forming the Contract are to be taken as mutually
explanatory. In the event of any inconsistency between the documents
comprising the Contract, the documents shall be interpreted by
reference to the following
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order of precedence unless a contrary intention is expressed by any
other provision of the Contract:
(a) the Letter of Acceptance shall prevail over any other
document forming the Contract;
(b) subject to Clause 7.1(a), the provisions of any Special
Conditions shall prevail over those of any other document
forming the Contract; and
(c) subject to Clauses 7.1(a) and (b), the provisions of these
General Conditions shall prevail over those of any other
document forming the Contract.
7.2 In the event that the Contractor shall find any ambiguity or
discrepancy in or between the documents comprising the Contract, the
Contractor shall forthwith notify the Engineer who shall, as soon as
practicable, issue such instructions to the Contractor which are
necessary, in the Engineer's opinion, to resolve the ambiguity or
discrepancy.
7.3 If in compliance with an instruction issued pursuant to Clause 7.2,
the Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date, or
incurs Cost which the Contractor did not and had no reason to
anticipate then, if the Contractor claims additional time and/or
payment therefor, the Engineer shall give a decision pursuant to
Clause 45 and/or Clause 56 and/or 57, provided that the Contractor has
complied with his obligations pursuant to Clause 45 and/or Clause 58,
as appropriate.
8. ENTIRE AGREEMENT
8.1 Notwithstanding anything to the contrary expressed in or to be implied
from the Contract, the documents referred to in the definition of
"Contract" in Clause 1.1 as comprising the Contract contain the entire
agreement between the parties which supersede any previous agreement
and understanding between the parties in relation to the Works or any
part thereof. The Contractor acknowledges that by entering into the
Contract, he has not relied on any statement, representation,
warranty, undertaking or qualification to, or clarification of, his
Tender, which is not expressly set out in the documents comprising
the Contract and that the Employer shall have no liability to the
Contractor in respect of the same in the absence of fraud.
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9. PROVISION OF DRAWINGS AND SPECIFICATION
9.1 Within 7 (seven) days of the date of the Letter of Acceptance, the
Engineer shall issue to the Contractor, free of charge, 4 (four)
copies of the Specification, together with 2 (two) copies and 1 (one)
CD-ROM of the Drawings.
9.2 The Engineer shall issue to the Contractor from time to time during
the progress of the Works 1 (one) negative and 2 (two) positive sets
of such further or amended Drawings and 2 (two) copies of such further
or amended Specification (excluding drawings and documents which the
Contractor is expressly or impliedly obliged to produce under the
Contract) as shall in the Engineer's opinion be necessary for the
execution of the Works and the Contractor shall be bound by the same.
The Engineer shall not be bound to issue any Drawing or Specification
relating to any matter which, in his opinion, is the responsibility of
the Contractor under the Contract in the absence of the Drawing or
Specification.
9.3 The Contractor shall give reasonable notice to the Engineer of any
further or amended Drawings or Specification which the Contractor
considers is necessary for the execution of the Works to enable the
Engineer to issue the Drawings or Specification without delaying the
progress of the Works, but the Engineer shall not in any event be
obliged to issue the Drawings or Specification in advance of dates for
their issue identified in the Works Programme.
9.4 If, as a result of any failure or inability of the Engineer to issue
pursuant to Clause 9.2 at a time reasonable in all the circumstances,
further or amended Drawings or Specification which were the subject of
a notice by the Contractor in accordance with Clause 9.3, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date, or
incurs Cost which the Contractor did not and had no reason to
anticipate, then, if the Contractor claims additional time and/or
payment therefor, the Engineer shall give a decision pursuant to
Clause 45 and/or Clause 57, provided that the Contractor has complied
with his obligations pursuant to Clause 45 and/or Clause 58, as
appropriate.
10. SUBMISSION AND REVIEW PROCEDURE
10.1 The Contractor shall submit to the Engineer for review all proposed
Contractor's Drawings and all other documents and things required by
the Contract to be submitted for review. Each submission shall be made
in accordance with the procedure for submission set out in the
Specification and in any event:
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(a) in time to enable the Engineer to examine the proposed
Contractor's Drawings or other document or thing submitted
by the Contractor without delaying the progress of the
Works; and
(b) not later than any relevant date identified in the Works
Programme.
10.2 The Engineer shall notify the Contractor of the outcome of his review
pursuant to the procedure for submission set out in the Specification
within such period as may be expressly stipulated in the Contract, or
in the absence of any stipulation, within a reasonable time. The
Contractor shall, subject to any other provision of the Contract to
the contrary, execute the Works in accordance with the Contractor's
Drawings.
10.3 If the Engineer notifies the Contractor, or if the Contractor
discovers at any time that any of the Contractor's Drawings is not in
accordance with the Contract, or any part of the Contractor's Drawings
is inconsistent or incompatible with another part, the Contractor
shall make such amendments as are necessary to remedy the
non-compliance and shall submit all amended Contractor's Drawings to
the Engineer for review.
10.4 The Contractor shall not be entitled to receive any extension of time
for achievement of a Stage or substantial completion of the Works or
any Section, or to receive any valuation or Cost pursuant to Clauses
56 and 57 respectively, or any further or additional payment of
whatsoever nature by reason of any amendment reviewed without
objection pursuant to Clause 10.3, and the Contractor shall be liable
for any loss and expense incurred by the Employer arising out of any
amendment reviewed without objection pursuant to Clause 10.3.
GENERAL OBLIGATIONS
11. CONTRACTOR'S GENERAL RESPONSIBILITIES
11.1 Save insofar as it is legally or physically impossible, the Contractor
shall, without prejudice to his other obligations:
(a) execute the Works in accordance with the Contract and,
subject thereto, to the satisfaction of the Engineer;
(b) comply with the Engineer's instructions;
(c) provide all staff, labour, goods, materials, Contractor's
Equipment, work, transport to and from and about the Site,
accommodation, storage and disposal facilities, consumables
and everything, whether of a temporary or permanent nature,
required in and for the execution of
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the Works, so far as the necessity for providing the same is
identified in the Contract or could reasonably be inferred
therefrom by a competent contractor experienced in the
execution of works of a similar nature and scope to the
Works; and
(d) discharge his obligations with the skill and care to be
expected of a competent contractor experienced in the
execution of works of a similar nature and scope to the
Works.
12. RESPONSIBILITY FOR DESIGN
12.1 The Contractor shall, subject to and in accordance with the Contract,
design:
(a) the Temporary Works, save to the extent expressly provided
to the contrary in the Contract; and
(b) any part of the Permanent Works expressly required by the
Contract to be designed by the Contractor,
and the design shall include the selection and specification of the
kinds and standards of goods, materials and workmanship to be used in
the Permanent Works and the Temporary Works, or in relation thereto,
so far as is not described or stated in the Specification.
12.2 The Contractor shall be entirely responsible for the Contractor's
design of the Temporary Works and any part of the Permanent Works
required by the Contract to be designed by the Contractor, including,
without limitation, the Contractor's Drawings, and shall be, and shall
remain, liable for any mistake, inaccuracy or discrepancy contained
therein or any omission therefrom. Nothing contained in the
Contractor's design shall relieve the Contractor from his obligations
or liabilities pursuant to Clause 12.3.
12.3 To the extent of his design obligations pursuant to Clauses 12.1 and
12.2, the Contractor warrants to the Employer that:
(a) he has exercised and shall continue to exercise in his
design of the Temporary Works and the relevant part of the
Permanent Works, all the skill and care to be expected of a
professionally qualified and competent designer experienced
in undertaking the design of works of a similar nature and
scope to the Works;
(b) the Temporary Works and the relevant part of the Permanent
Works shall comply in all respects with the Contract and the
Contractor's Drawings;
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(c) the Temporary Works and the relevant part of the Permanent
Works have been and will be designed and constructed by the
Contractor using proven up to date good practice and
standards available at the date hereof which are consistent
with the scope of the Works and to standards which are
consistent with the Contract;
(d) the relevant part of the Permanent Works shall, when
completed, comply with the Enactments;
(e) no goods or materials generally known to be deleterious or
otherwise not in accordance with good engineering practice
have been or will be specified or selected by the Contractor
or any one acting on his behalf;
(f) no goods or materials which, after their specification or
selection by or on behalf of the Contractor but before being
incorporated into the Permanent Works, become generally
known to be deleterious or otherwise not in accordance with
sound engineering practice, will be incorporated into the
Permanent Works; and
(g) the Contractor's design of the relevant part of the
Permanent Works has taken and/or will take full account of
the construction methods, Temporary Works, and Contractor's
Equipment intended to be used by the Contractor and all
subcontractors of any tier.
13. ARTICLES OF AGREEMENT
13.1 The Contractor shall, when requested by the Employer, execute the
Articles of Agreement, in the form appearing in Schedule 3, as a deed,
which shall be prepared at the expense of the Employer.
13.2 If the Contractor, or any of the entities comprising the Contractor,
is incorporated outside of Hong Kong, the Contractor shall, if
requested by the Employer, obtain prior to the execution of the
Articles of Agreement, an opinion in writing by an established and
qualified lawyer (who is not an employee of the Contractor or any such
entity) in the country where the Contractor or such entity is
incorporated, in substantially the same form as the draft contained in
Schedule 4 and acceptable to the Employer, confirming that the
proposed manner of execution of the Articles of Agreement by the
Contractor or such entity will result in a legal, valid and binding
instrument in and under the laws of the country in which the
Contractor or any such entity is incorporated.
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14. BONDS, PARENT COMPANY GUARANTEES AND PARENT COMPANY UNDERTAKINGS
BONDS, GUARANTEES AND UNDERTAKINGS
14.1 The Contractor shall, within 14 (fourteen) days of the date of the
Letter of Acceptance, submit to the Employer:
(a) a bond for the amount stated in Appendix 1 to the Form of
Tender, in the form appearing in Schedule 5, duly executed
as a deed by the bank or other financial institution which
is identified in the Letter of Acceptance. Such bond shall
remain in full force and effect until the issue of the
Substantial Completion Certificate for the Works, save to
the extent that payment thereunder is received by the
Employer in full prior thereto. The Employer shall return
the bond to the Contractor within 28 (twenty-eight) days of
its expiry. Within 7 (seven) days of the submission of the
bond in the form required, the Employer shall release any
tender bond submitted by the Contractor with the Tender; and
(b) a parent company guarantee in the form appearing in Schedule
6, and a parent company undertaking in the form appearing in
Schedule 7, duly executed as deeds by such of the parent
companies' shareholders or holding companies of the
Contractor as is identified in the Letter of Acceptance. If
the Contractor comprises more than one legal entity, this
provision shall apply to each such entity.
14.1A The Employer shall not make any demand for payment under the bond to
be provided by the Contractor in accordance with Clause 14.1(a),
without giving the Contractor not less than 14 (fourteen) days' prior
notice of an intention by the Employer to make such a demand for
payment, save that where the Contractor is in default under Clause
73.1, the Employer may make a demand for payment under the said bond
without giving any such prior notice.
OFF-SHORE MANUFACTURING BONDS
14.2 The Contractor shall submit to the Employer, at the times required by
the preamble to the Pricing Document, bonds required by the said
preamble as security for and as a condition precedent to payment for
any part of the Permanent Works manufactured offshore, in the form
appearing in Schedule 8, duly executed as a deed by the bank or
financial institution identified in the Letter of Acceptance or such
other bank or financial institution as may be reviewed without
objection.
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LEGAL OPINIONS
14.3 The provisions of Clause 13.2 in respect of the provision of a legal
opinion for the execution of the Articles of Agreement by the
Contractor shall apply mutatis mutandis to the execution of a bond by
any bank or financial institution and the execution of a parent
company guarantee and parent company undertaking by any company
pursuant to Clauses 14.1(a), 14.1(b) and 14.2, as appropriate, where
they are incorporated outside of Hong Kong, save that the legal
opinion shall be in substantially the same form as the relevant draft
contained in Schedule 9.
WITHHOLDING INTERIM PAYMENTS
14.4 The Contractor's compliance with Clause 14.1 shall be a condition
precedent to receipt of any payment by the Contractor under the
Contract. Without prejudice to any other right or remedy of the
Employer, until the Contractor has complied with Clause 14.1, the
Employer shall be entitled to withhold all payments otherwise due to
the Contractor under the Contract.
15. INSPECTION OF THE SITE AND INFORMATION, SUFFICIENCY OF TENDER AND
PHYSICAL CONDITIONS AND ARTIFICIAL OBSTRUCTIONS
15.1 The Contractor shall be deemed prior to the date of the Letter of
Acceptance to have:
(a) inspected the Site and its surroundings and examined all
information in connection with the Works made available to
the Contractor by or on behalf of the Employer prior to the
said date, including, without limitation, the information on
the nature of the ground, sub soil and sub strata of the
Site obtained by or on behalf of the Employer and listed in
the Specification, which the Contractor shall be responsible
for interpreting;
(b) obtained for himself all other necessary information in
connection with the execution of the Works and his other
obligations; and
(c) satisfied himself as to:
(i) the form, nature and general condition of the Site
including, without limitation, the form and nature
of the ground, sub soil and sub strata of the
Site, and all geological, geo-environmental,
geotechnical and hydrological conditions affecting
the Site;
(ii) the form and nature of materials, whether natural
or otherwise, to be excavated from the Site;
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(iii) where appropriate, the form and nature of the sea
bed and sea surface conditions forming any part of
the Site;
(iv) the means of communication with and access to and
through the Site;
(v) the climatic and environmental conditions
affecting the Site;
(vi) the risk of damage to property adjacent to the
Site and injury to occupiers of such property;
(vii) the possibility of interference by persons other
than the Employer who will also have access to or
use of the Site from time to time;
(viii) the interfaces with Project Contractors and other
works relating to the Project;
(ix) the nature and extent of the Works and the
materials necessary for the execution of the
Works;
(x) the description of the Cost Centres and item
descriptions and quantities, if any, contained in
the Pricing Document and that the same are
consistent with the scope of the Works
ascertainable in accordance with the Contract,
apart from those descriptions and quantities; and
(xi) all other matters whatsoever affecting his
obligations.
15.2 The Contractor shall be deemed prior to the date of the Letter of
Acceptance on the basis indicated in Clause 15.1 and generally, to
have allowed a correct and sufficient Tender Total and rates and
prices included in the Pricing Document to cover all his obligations
and to have allowed the necessary resources and allocated the
necessary time to enable him to substantially complete the Works and
any Section and to achieve any Stage by the relevant Key Dates. Except
insofar as otherwise provided in the Contract, the Tender Total and
the said rates and prices shall cover all the Contractor's obligations
and, except as aforesaid, the periods ending on the Key Dates shall be
deemed sufficient for the Contractor to substantially complete the
Works and any Section and to achieve any Stage.
15.3 The Employer shall have no obligation to make any additional payment
to the Contractor, and the Engineer shall have no obligation to grant
any extension of time on the ground of:
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(a) any misunderstanding or misapprehension in respect of the
matters referred to in Clause 15.1; or
(b) except as otherwise provided in the Contract (including,
without limitation, pursuant to Clauses 15.4, 15.5 and
15.6), incorrect or insufficient information being given to
the Contractor by any person whether or not in the employ of
the Employer; or
(c) the Contractor failing to obtain correct and sufficient
information,
nor shall the Contractor be relieved from any of his obligations or
liabilities on any such ground or, subject to Clauses 76 and 77, on
the ground that he did not or could not foresee any matter which may
in fact affect or have affected his obligations, provided that the
foregoing shall not affect the Contractor's rights or obligations
pursuant to Clauses 15.4 to 15.7, or Clause 24.1.
15.4 If, during the execution of the Works, the Contractor shall encounter
physical conditions (other than weather conditions or conditions due
to weather conditions) or artificial obstructions which could not, in
his opinion, reasonably have been foreseen by an experienced
contractor at the date of the Letter of Acceptance, the Contractor
shall, as soon as practicable thereafter, and in any event within 28
days of encountering such conditions, give notice thereof to the
Engineer. Without prejudice to Clauses 45, 56, 57 and 58, such notice
shall specify the physical condition or artificial obstruction, the
effects thereof, the measures the Contractor has taken or is proposing
to take to overcome the physical condition or artificial obstruction,
their estimated cost, and the extent of the anticipated delay in, or
interference with, the execution of the Works.
15.5 Following receipt of any notice served by the Contractor in accordance
with Clause 15.4, and without prejudice to any other power which the
Engineer may have under the Contract, the Engineer may:
(a) instruct the Contractor to investigate and report upon the
practicability and cost and timing effects of the Contractor
taking measures which may be available to overcome the
physical condition or artificial obstruction;
(b) consent to the measures notified by the Contractor in
accordance with Clause 15.4, with or without modification;
(c) give an instruction as to how the physical condition or
artificial obstruction is to be dealt with; and/or
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(d) order a suspension under Clause 51 or a variation under
Clause 54.
15.6 If by reason of:
(a) the presence of the physical condition or artificial
obstruction notified by the Contractor in accordance with
Clause 15.4 which in the Engineer's opinion could not have
been reasonably foreseen by an experienced contractor at the
date of the Letter of Acceptance; and
(b) the measures taken by the Contractor to overcome the
physical condition or artificial obstruction notified by the
Contractor in accordance with Clause 15.4 and made the
subject of the Engineer's consent pursuant to Clause
15.5(b); or
(c) instructions issued by the Engineer pursuant to Clauses
15.5(a) or (c),
the Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate
then, if the Contractor claims additional time and/or payment
therefor, the Engineer shall give a decision pursuant to Clauses 45
and/or 56 and/or 57, provided that the Contractor has complied with
his obligations pursuant to Clause 45 and/or Clause 58, as
appropriate.
15.7 If the Engineer shall decide that the physical condition or artificial
obstruction the subject of a claim for additional time and/or payment,
could in whole or in part have been reasonably foreseen by an
experienced contractor at the date of the Letter of Acceptance, he
shall so notify the Contractor in writing as soon as he shall have
reached that decision. Notwithstanding such notification, any claim by
the Contractor for additional time and/or payment in respect of any
suspension or variation previously instructed by the Engineer shall be
decided in accordance with Clauses 45 and/or 56 and/or 57.
16. PROGRAMMES AND PROGRESS REPORTS
16.1 The Contractor shall submit to the Engineer in accordance with the
Specification:
(a) the Works Programme;
(b) the Monthly Progress Reports; and
(c) such other programmes, schedules and reports as may be
identified in the Specification or instructed.
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16.2 The review without objection of any of the documents referred to in
Clause 16.1 (or any amendment thereof from time to time) shall not
(a) if the document indicates that a Key Date has not or will
not be met, constitute any form of acknowledgement that the
Contractor is or may be entitled to an extension of time in
relation to the Key Date; and
(b) without prejudice to the generality of any other provision
of the Contract, imply that any programme is feasible,
suitable or appropriate.
16.3 The Engineer shall issue the Master Programme to the Contractor and
may from time to time issue the Contractor with revised versions of
the Master Programme if, in the Engineer's opinion, the effect of the
revisions are relevant to the programming and/or execution of the
Works. The Master Programme shall not be binding on the Employer or
otherwise:
(a) release the Contractor of any of his obligations or
liabilities or give rise to any waiver or estoppel in
relation to any of his obligations or liabilities; or
(b) constitute a warranty by the Employer in relation to the
Contractor's execution of the Works; or
(c) create any obligation or liability on the part of the
Employer.
16.4 The Engineer shall issue the Contractor with the Co-ordinated
Installation Programme, the Track Related Installation Programme and
such other programmes to be issued by the Engineer as referred to in,
and in accordance with, the Specification.
16.5 No provision or reference in any of the documents referred to in
Clause 16.1 shall constitute a notice for the purpose of any of the
provisions of the Contract.
16.6 Any failure by the Contractor to work in accordance with the Works
Programme shall be deemed to be a breach of Clause 42.1 unless the
Contractor can prove to the contrary.
17. METHOD STATEMENT
17.1 The Contractor shall submit to the Engineer for review, all drawings
and other documents as may be identified in the Specification, or as
instructed, relating to the methods by which the Contractor shall
execute the Works,
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including, without limitation, the use of Contractor's Equipment and
Temporary Works and the places where the Contractor shall execute the
Works.
17.2 The Contractor warrants to the Employer that the methods of delivery,
assembly and construction (including the use of Contractor's Equipment
and Temporary Works) and the Contractor's Equipment and Temporary
Works themselves shall be consistent with the requirements of the
Contract and that the Contractor shall not change any proposed method
of construction previously reviewed without objection by the Engineer,
without making a further submission for review.
18. CONTRACTOR'S SUPERINTENDENCE AND STAFF
18.1 The Contractor shall provide all necessary superintendence during the
execution of the Works.
18.2 The Contractor shall employ or cause to be employed in connection with
the Works on the Site or off-Site at any place of manufacture or
source of material and in the superintendence thereof only such
technical personnel as are skilled and experienced in their respective
trades and callings and such sub-agents, foremen, leading hands and
labour as are competent to carry out their respective duties in
connection with the Works.
18.3 The Engineer may instruct the Contractor to remove or cause to be
removed from the Works or the Site any person employed thereon without
stating any reason if, in the Engineer's opinion, the person
misconducts himself, is incompetent, is negligent in the performance
of his duties, fails to conform with any provision in the Contract
with regard to safety or persists in any conduct which is prejudicial
to safety or health. Such person shall not again be employed in
connection with the Works or on the Site without prior consent.
18.4 Any person removed from the Works or the Site pursuant to Clause 18.3
shall be replaced by the Contractor as soon as practicable by a
competent substitute.
18.5 The Contractor shall indemnify the Employer in respect of liability
under the Immigration Ordinance (Cap 115) to the extent that such
liability arises from the presence on or off the Site of any employee,
agent or representative of the Contractor or of his subcontractors of
any tier.
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19. SETTING-OUT AND DIMENSIONS
19.1 The Contractor shall be responsible for the setting out of the Works
relative to the data contained in the Drawings and the Specification
or notified by the Engineer and for the correctness of the position,
level, dimensions and alignment of all parts of the Works and for the
provision of all necessary instruments, appliances and labour in
connection therewith.
19.2 If at any time during the execution of the Works any error shall
appear or arise in the position, level, dimension or alignment of the
Works or any part thereof, the Contractor shall forthwith give notice
of the same to the Engineer and shall, on being instructed so to do,
rectify the error to the satisfaction of the Engineer. Provided that
if, in the Engineer's opinion, the error is the result of incorrect
data contained in the Drawings and/or the Specification or notified by
the Engineer and if, in compliance with an instruction pursuant to
this Clause 19.2, the Contractor is prevented from achieving any Stage
or substantially completing the Works or any Section by the relevant
Key Date or incurs Cost which the Contractor did not and had no reason
to anticipate then, if the Contractor claims additional time and/or
payment therefor, the Engineer shall give a decision pursuant to
Clause 45 and/or Clause 56 and/or 57, provided that the Contractor has
complied with his obligations pursuant to Clause 45 and/or Clause 58,
as appropriate.
19.3 The Contractor shall carefully protect and preserve all bench-marks,
sight-rails, pegs and other things used in setting out the Works.
20. SAFETY
20.1 The Contractor shall throughout the execution of the Works take full
responsibility for
(a) the adequacy, stability and safety of the Works;
(b) the safety of the Contractor's Equipment;
(c) the safety of all persons on or in the vicinity of the Site;
and
(d) providing and maintaining all necessary lights, guards,
fences, warning signs and storage areas.
20.2 The Contractor shall:
(a) submit to the Engineer for his review, in accordance with
the Specification, a safety plan which shall set out details
of the safety measures to be implemented by the Contractor
to comply with his
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obligations under or in connection with the Contract. Any
supplemental submission to the Engineer for his review of
amendments, variations or additions to the safety plan shall
be made not less than 28 (twenty-eight) days before
commencement of any work which is the subject of the
submission;
(b) appoint a competent English speaking agent or representative
who has been reviewed without objection and who is not
otherwise involved in the Works to act as the manager and
supervisor of the safely plan;
(c) adhere to the principles and procedures contained in the
safety plan and in any amendment, variation or addition
thereto which have been reviewed without objection; and
(d) ensure that sufficient personnel are dedicated to the
implementation of the safety plan and all safety procedures
contained therein.
20.3 If at any time:
(a) the safety plan is, in the Engineer's opinion, insufficient
or requires revision or modification to ensure the security
of the Works and the safety of all workmen upon and visitors
to the Site; or
(b) the level of accidents on any part of the Site exceeds any
level laid down in Government proposals for safety,
the Engineer may instruct the Contractor to revise the safety plan and
the Contractor shall, within 14 (fourteen) days, submit the revised
plan to the Engineer for review.
20.4 Without prejudice to the generality of this Clause 20, the Contractor
shall provide all facilities, access and assistance to the Engineer to
enable him to monitor and verify that the safety plan is being
properly and fully implemented.
21. CARE OF THE WORKS ETC.
21.1 The Contractor shall, subject to Clauses 21.3, 21.5 and 50.3, be fully
responsible for the care of:
(a) the Works, or any part thereof, (whether on the Site or
elsewhere); and
(b) all Contractor's Equipment and consumables on the Site or
being delivered to the Site in connection with the Works,
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from the Date for Commencement of the Works until 28 (twenty-eight)
days after the date of issue of the Substantial Completion Certificate
for the Works whereupon the responsibility for the care of the Works
shall pass to the Employer.
21.2 The Contractor shall be fully responsible for the care of any work
which he undertakes to finish or which he otherwise carries out during
any Defects Liability Period until the work has been completed,
whereupon the responsibility for the care of the work shall pass to
the Employer.
21.3 If a Substantial Completion Certificate is issued for any Section or
any other part of the Works, the Contractor shall:
(a) execute the remainder of the Works in such a manner as not
to prejudice the care, maintenance and condition of the
Section or other part; and
(b) cease to be responsible, under Clause 21.1, for the care of
the Section or other part 28 (twenty-eight) days after the
date of issue of such Substantial Completion Certificate,
whereupon the responsibility for the care of the Section or
other part shall pass to the Employer.
21.4 Except to the extent caused by any of the Excepted Risks defined in
Clause 21.5, if any loss or damage occurs to:
(a) the Works; or
(b) Contractor's Equipment or consumables
while the Contractor is responsible for the care thereof, the
Contractor shall, with all possible speed, rectify the loss or damage
so that the Works are executed in accordance with the Contract. The
Contractor shall also be liable for any loss or damage to the Works
occasioned by him in the course of any operation carried out by him
for the purpose of complying with his obligations under Clause 53.
21.5 "Excepted Risks" for the purposes of this Clause are:
(a) outbreak of war (whether war be declared or not) in which
Hong Kong shall be actively engaged;
(b) invasion of Hong Kong;
(c) act of terrorists in Hong Kong;
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(d) civil war, rebellion, revolution, insurrection or military
or usurped power in Hong Kong;
(e) riot, commotion or disorder in Hong Kong otherwise than
amongst the employees of the Contractor, or any of his
subcontractors of any tier currently or formerly engaged on
the Works;
(f) ionising radiation or contamination by radioactivity from
any nuclear fuel or from any nuclear waste from the
combustion of nuclear fuel, radioactive, toxic, explosive or
other hazardous properties of any explosive nuclear assembly
or nuclear component thereof, unless the source or cause of
the radiation, radioactivity or other hazard is brought to
or near the Site by the Contractor or any of his
subcontractors of any tier;
(g) pressure waves caused by aircraft or other aerial devices
travelling at sonic or supersonic speeds;
(h) a cause due to use or occupation of the Permanent Works or
any part thereof by the Employer (which shall not include or
be deemed to include the execution of works by Relevant
Authorities or Project Contractors or the provision of
access thereto over the Site or the Permanent Works or any
parts thereof); and
(i) the neglect or default by or on behalf of the Employer,
including, without limitation, in the preparation of any
design of the Permanent Works or Temporary Works included in
the Drawings and/or the Specification, insofar as damage,
loss or injury is the direct consequence thereof, or any
default of Relevant Authorities or Project Contractors.
21.6 If and to the extent that there is any loss or damage to the Works,
Contractor's Equipment or consumables caused by any of the Excepted
Risks, the Contractor shall, if and to the extent instructed, rectify
the loss or damage. If, in compliance with an instruction issued
pursuant to this Clause 21.6, the Contractor is prevented from
achieving any Stage or substantially completing the Works or any
Section by the relevant Key Date or incurs Cost which the Contractor
did not and had no reason to anticipate then, if the Contractor claims
additional time and/or payment therefor, the Engineer shall give a
decision pursuant to Clause 45 and/or Clause 56 and/or 57, provided
that the Contractor has complied with his obligations pursuant to
Clause 45 and/or Clause 58, as appropriate.
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22. DAMAGE TO PROPERTY AND INJURY TO PERSONS - INDEMNITIES
22.1 The Contractor shall be liable for and indemnify the Employer against
all losses and claims of whatsoever nature in respect of:
(a) the death or illness of or injury to any person; and
(b) the loss of or damage to any property other than the Works,
arising out of or in connection with the Works or the execution
thereof by the Contractor.
22.2 The scope of the Contractor's liability and indemnity pursuant to
Clause 22.1 shall be reduced proportionately to the extent that any
neglect or default of the Employer or Project Contractors caused or
contributed to the death, illness, injury, loss or damage.
22.3 The Employer shall be liable for and indemnify the Contractor against
liability in connection with death, illness, injury, loss and damage
referred to in Clause 22.1 arising out of or connected with:
(a) the use or occupation of land provided by the Employer by
the Permanent Works or for the purposes of the execution of
the Works or interference, whether temporary or permanent,
with any right of way, navigation, light, air or water or
other easement or quasi easement;
(b) the right of the Employer to execute the Works on, over,
under, in or through any land, sea or foreshore;
(c) damage that is the inevitable consequence of the execution
of the Works; and
(d) neglect or default of the Employer or Project Contractors.
22.4 The scope of the Employer's liability and indemnity pursuant to Clause
22.3 shall be reduced proportionately to the extent that the act or
neglect of the Contractor or his subcontractors of any tier caused or
contributed to the death, illness, injury, loss or damage.
23. GIVING OF NOTICES AND PAYMENT OF FEES ETC
23.1 The Contractor shall give all notices and pay all fees required to be
given or paid by any Enactment in connection with the execution of the
Works and by the rules and regulations of any Relevant Authority whose
property or rights
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are or may be affected in any way by the Works or their execution. If
any new fee is imposed or if any existing fee is increased, after the
date of the Letter of Acceptance, the new fee or increase shall be
paid by the Contractor. Such fees shall include, but not be limited
to, any customs or import duties required to be paid for the
importation of any part of the Works into Hong Kong.
23.2 Except where otherwise stated in the Contract, the Contractor shall
pay any royalty, rent and other payment or compensation in relation to
any Contractor's Equipment or Temporary Works required in connection
with the Works.
24. COMPLIANCE WITH ENACTMENTS AND OBTAINING PERMITS AND CONSENTS
24.1 The Contractor shall, in connection with the execution of the Works,
comply in all respects with:
(a) the provisions of all Enactments;
(b) any condition attached to any permit or exemption issued
pursuant to any Enactment; and
(c) the rules and regulations of Relevant Authorities,
and any addition or amendment made thereto after the date of the
Letter of Acceptance and shall indemnify the Employer against any
liability and/or penalty to the extent arising from breach by the
Contractor of any Enactment, condition, rule or regulation. In the
event that, after the date of the Letter of Acceptance, any addition
or amendment is made to any Enactment, any condition attached to any
permit or exemption issued pursuant to any Enactment or to the rules
and regulations of Relevant Authorities which renders it necessary for
the Contractor to alter the design of any part of the Permanent Works
expressly required by the Contract to be designed by the Contractor,
if, in the opinion of the Engineer, such addition or amendment could
not reasonably have been foreseen by an experienced contractor at the
date of the Letter of Acceptance, then, without prejudice to Clause
15.3, any amendment to any Contractor's Drawings rendered necessary by
such addition or amendment shall, for all purposes of the Contract, be
deemed to be a variation instruction issued by the Engineer pursuant
to Clause 54.1.
24.2 (a) The Contractor shall:
(1) obtain all statutory registrations, approvals and
consents required for the execution of the Works
including, where relevant, but without limitation,
obtaining registration as a registered contractor,
and all approvals and consents under
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the Buildings Ordinance which are necessary for
the execution of the Works; and
(ii) co-operate with all relevant parties, complete
such certificates and forms, make such
applications, and, to the extent that the same are
within the control of the Contractor, do all such
other things as may be necessary to enable
occupation permits to be issued under the
Buildings Ordinance and any other Enactment so
that the Employer may occupy and use the Permanent
Works.
(b) Notwithstanding any other provision of the Contract, neither
the Works nor any Section shall be (nor shall be deemed to
be) substantially complete until all necessary statutory
approvals, consents and occupation permits have been
obtained to enable the Employer to occupy and use the
Permanent Works or the relevant part thereof.
24.3 If there is a delay in obtaining any of the occupation permits
referred to in Clause 24.2 (a) (ii) which is caused by any person
other than the Contractor and for which the Contractor is not
responsible, and such delay is the sole reason preventing the
Contractor from substantially completing the Works, or any Section, as
the case may be, by the relevant Key Date therefor, then if the
Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or Clause 57,
provided that the Contractor has complied with his obligations
pursuant to Clause 45 and/or Clause 58, as appropriate.
25. LANGUAGE OF NOTICES ETC
25.1 Any notice which the Contractor is required to exhibit either for the
benefit of the public or his employees and all written and printed
matter, affixed to the Works or otherwise required for operation and
maintenance shall be in English and in Chinese characters and such
other language as may be required by any Enactment and/or the
Specification.
26. INTERFERENCE AND NUISANCE
26.1 The Works shall, so far as compliance with the requirements of the
Contract permit, be executed so as to avoid unnecessary or improper
nuisance or disturbance to or interference with the public or the
access to or use or occupation of public roads, footpaths, waterways,
anchorages, navigation channels or properties whether in the
possession of the Employer or of any other person.
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26.2 The Contractor shall be liable for and indemnify the Employer against
liability in connection with any breach of Clause 26.1 provided that
such liability and indemnity shall be reduced proportionately to the
extent that the act or neglect of the Employer or Project Contractors
caused or contributed to the breach.
27. INTELLECTUAL PROPERTY RIGHTS
27.1 In this Clause, intellectual property rights shall include, but not be
limited to, patent, copyright, design rights, trademarks and
confidential information.
27.2 The Contractor shall indemnify the Employer against liability in Hong
Kong or in any country in connection with the infringement of any
intellectual property right existing anywhere in the world in respect
of anything used in or required for the Works or the operation, and
maintenance in service of the Permanent Works (except to the extent
that infringement was unavoidable as a result of the Drawings, the
Specification or any instruction, save insofar as such instruction
incorporated any Contractor's Drawings).
27.3 The Contractor shall, at the Employer's request and in accordance with
the Employer's directions, defend any claim or proceeding against the
Employer in connection with any alleged infringement referred to in
Clause 27.2.
27.4 In so for as the intellectual property rights existing anywhere in the
world in respect of anything used in or required for the Works or the
operation, repair, maintenance, replacement or extension of the
Permanent Works shall be vested in the Contractor, the Contractor
grants to the Employer, his successors and assigns a royalty-free,
non-exclusive and irrevocable licence (carrying the right to grant
sub-licences) to use, reproduce, modify, adapt and translate any of
the works, designs or inventions incorporated or referred to in
anything used or required as aforesaid for all purposes relating to
the Project. To the extent that beneficial ownership of any such
intellectual property right is vested in anyone other than the
Contractor, the Contractor shall use his best endeavours (save in
respect of and to the extent of the things excepted from Clause 27.2,
as to which the Contractor shall use reasonable endeavours) to procure
that the beneficial owner thereof shall as soon as possible grant a
like licence to the Employer. Any licence pursuant to this Clause 27.4
shall not be determined if the Contractor shall for any reason cease
to be employed in connection with the Works and the Contractor shall
execute such documents and do all other things as may be necessary to
give effect to and protect the licence including, without limitation,
notifying purchasers of any right of the existence of the licence.
27.5 If the Contractor uses proprietary software for the purpose of storing
or utilising records, the Contractor shall procure the grant of a
licence or sub-
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licence to use, reproduce, modify, adapt and translate the software in
favour of the Employer and shall pay such licence fee or other payment
as the grantor of the licence may require provided that the licence
may be restricted to use, reproduction, modification, adaptation and
translation relating to the Project.
28. CO-ORDINATION
28.1 The Contractor acknowledges that the Project involves a number of
separate design and/or construction contracts and that it is necessary
for the design and construction of the Permanent Works and the
Temporary Works to be co-ordinated with the design and construction of
that part of the Project being undertaken by Relevant Authorities and
Project Contractors.
DESIGN
28.2 The Contractor shall, in performing his design obligations pursuant to
Clause 12, consult, liaise and co-operate with Relevant Authorities
and Project Contractors and use his best endeavours to ensure,
utilising the expertise to be expected of a contractor experienced in
undertaking the design of works similar in scope and complexity to the
Temporary Works and the relevant part of the Permanent Works to be
designed by the Contractor in accordance with the Contract, that the
Contractor's design of the Temporary Works and the relevant part of
the Permanent Works to be designed by the Contractor is consistent,
compatible, integrated and co-ordinated with the design of that part
of the Project designed by Relevant Authorities and Project
Contractors. Without prejudice to the foregoing, the Contractor shall,
in discharging such obligations:
(a) request Relevant Authorities and Project Contractors to
supply all drawings and design information in their
possession which the Contractor reasonably requires;
(b) supply Relevant Authorities and Project Contractors promptly
with all drawings and design information in his possession
which they may reasonably require to co-ordinate the design
of their works with the Contractor's design of the Temporary
Works and the relevant part of the Permanent Works;
(c) request the Engineer to supply all (drawings and design
information in his possession, or in the possession of the
Employer, which the Contractor reasonably requires, and the
Engineer shall provide such drawings and design information
to the Contractor as soon as is practicable; and
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(d) comply with the procedures set out in the Specification in
respect of the co-ordination of the Contractor's design of
the Temporary Works and the relevant part of the Permanent
Works,
and the Contractor shall attend all meetings necessary for the
Contractor to devise, or assist in devising, design solutions to
achieve the co-ordination of the Contractor's design of the Temporary
Works and the relevant part of the Permanent Works with the design of
that part of the Project designed by Relevant Authorities and Project
Contractors.
28.3 The Contractor shall notify the Engineer forthwith in the event that,
notwithstanding the discharge of his obligations in accordance with
Clause 28.2, the Contractor considers that a conflict has arisen
between the Contractor's design of the Temporary Works and/or the
relevant part of the Permanent Works and the design of any part of the
Project designed by Relevant Authorities and/or Project Contractors
which it has not been possible for the Contractor to resolve. Each
such notice shall be accompanied by details of the alleged conflict,
an explanation of why it has not been possible for the Contractor to
resolve such conflict and the Contractor's proposals as to the manner
in which he believes that such conflict can and should be resolved.
28.4 Without prejudice to Clause 28.3, the Contractor shall keep the
Engineer fully informed of all communications with Relevant
Authorities and Project Contractors relating to the co-ordination of
the Contractor's design of the Temporary Works and the relevant part
of the Permanent Works with the design of that part of the Project
designed by Relevant Authorities and Project Contractors and shall
supply the Engineer promptly with all information requested by him in
respect thereof including, without limitation, any information
concerning any conflict notified by the Contractor in accordance with
Clause 28.3.
CONSTRUCTION
28.5 The Contractor shall, in executing the construction of the Works,
consult, liaise and co-operate with Relevant Authorities and Project
Contractors and use his best endeavours to ensure, utilising the
expertise to be expected of a contractor experienced in undertaking
the construction of works similar in scope and complexity to the
Works, that the most efficient means are used to co-ordinate the
Contractor's construction activities with the construction activities
carried out (contemporaneously or otherwise) by Relevant Authorities
and Project Contractors in respect of works not included in the
Contract but forming part of the Project ("Project Works"), and shall
devise programming and construction related solutions to achieve such
objective. Without prejudice to the foregoing, the Contractor shall,
in discharging such
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obligations:
(a) supply promptly to the Engineer all information in the
Contractor's possession relating to the co-ordination of the
construction activities of the Contractor in the execution
of the Works with the construction activities of Relevant
Authorities and Project Contractors in respect of Project
Works;
(b) attend meetings necessary to devise solutions to achieve the
co-ordination of the construction activities of the
Contractor in respect of the Works with the construction
activities of Relevant Authorities and Project Contractors
in respect of Project Works, including, without limitation,
attending meetings convened by the Engineer in relation
thereto;
(c) provide access to Relevant Authorities and Project
Contractors to the Site and the Permanent Works and the
Temporary Works to execute Project Works;
(d) provide facilities and services to Relevant Authorities and
Project Contractors to execute Project Works, to the extent
stated in the Specification; and
(e) comply with the procedures set out in the Specification in
relation to the co-ordination of the construction activities
of the Contractor in respect of the Works and the
construction activities of Relevant Authorities and Project
Contractors in respect of Project Works.
28.6 The Contractor shall notify the Engineer forthwith upon identifying
any actual or potential conflict that may arise or which has arisen
between the Contractor's construction activities in respect of the
Works, and the construction activities of Relevant Authorities and/or
Project Contractors in respect of Project Works. Each such notice
shall be accompanied by details of the alleged conflict, an
explanation of why it has not been possible for the Contractor to
resolve the conflict and the Contractor's proposals as to the manner
in which he believes that such conflict can and should be resolved.
Without prejudice to the foregoing, the Contractor shall supply the
Engineer promptly with all information requested by him in respect of
any alleged conflict notified by the Contractor.
GENERAL
28.7 Without prejudice to any other provision of the Contract, the
Contractor shall employ, and shall ensure that his subcontractors of
any tier employ in respect of the Works, a sufficient number of staff
suitably skilled and experienced in
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the co-ordination of works of a similar scope and complexity to the
Works to enable his obligations under this Clause 28 to be performed
effectively and efficiently.
28.8 The Contractor shall (independent of any liability pursuant to Clause
48 in respect of delay in the substantial completion of the Works or
any Section or the achievement of any Stage) be liable for any loss
and expense incurred by the Employer arising from any breach by the
Contractor of his obligations under this Clause 28.
28.9 If:
(a) in compliance with his obligations pursuant to this Clause
28; or
(b) otherwise as a result of the design or construction
activities of Relevant Authorities or Project Contractors in
respect of Project Works,
the Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate
then, if the Contractor claims additional time and/or payment
therefor, the Engineer shall give a decision pursuant to Clause 45
and/or 57, provided that the Contractor has complied with his
obligations pursuant to Clause 45 and/or Clause 58, as appropriate.
29. PUBLICITY AND DISCLOSURE
29.1 The Contractor shall not publish or otherwise circulate, alone or in
conjunction with any other person, any article, photograph or other
material relating to the Contract, any Dispute, the Site or the
Project or any part thereof, nor impart to the press or any radio or
television station any information relating thereto, nor allow any
representative of the media access to the Site except with consent.
The Contractor shall ensure that each of his subcontractors of any
tier and each parent company or shareholder of each entity comprising
the Contractor is bound by a like obligation and the Contractor shall
enforce the same.
29.2 The Contractor may disclose relevant information to bankers or third
parties taking a charge or assignment, or having the bona fide
intention thereof, pursuant to Clause 4.2, provided that
(a) he first obtains the Engineer's consent; and
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(b) he shall use his reasonable endeavours to procure that the
bankers and third parties shall keep the information
confidential.
29.3 The Employer and any third party referred to in Clause 4.3 may use any
information provided by the Contractor in accordance with the
Contract, but the Employer shall not, and the Employer shall use
reasonable endeavours to procure that any third party referred to in
Clause 4.3 shall not, divulge that information except for any purpose
connected with the Project.
30. OFFERING GRATUITIES
30.1 If the Contractor shall be found to have offered or given any
advantage, excessive hospitality, gratuity, bonus, discount, bribe or
loan of any sort to any agent or employee of the Government, to the
Employer or to any member of the Employer's staff or to any other
person acting on behalf of the Government or the Employer in respect
of or in connection with the Project, the Contractor shall be liable
for any loss or expense incurred by the Employer and the provisions of
Clause 74 shall apply. The Contractor shall ensure that each of his
subcontractors of any tier is bound by a like obligation and the
Contractor shall enforce the same.
31. ANTIQUITIES
31.1 All antiquities, fossils, coins, articles of value, or other things of
geological or archaeological or material interest discovered on the
Site ("antiquities") shall, as between the Employer and the
Contractor, be the absolute property of the Employer.
31.2 Upon discovery of any antiquities during the execution of the Works,
the Contractor shall forthwith give notice thereof to the Engineer,
and shall thereafter use all reasonable endeavours to prevent their
damage and/or removal from the Site.
3l.3 As soon as practicable after receipt of any notice from the Contractor
pursuant to Clause 31.2, the Engineer shall issue an instruction as to
the manner in which the antiquities the subject of such notice should
be disposed of or otherwise dealt with by the Contractor.
31.4 If as a result of an instruction pursuant to Clause 31.3, or as a
result of any failure or inability of the Engineer to issue, or delay
in the issue of an instruction pursuant to Clause 31.3, the Contractor
is prevented from achieving any Stage or substantially completing the
Works or any Section by the relevant Key Date or incurs Cost which the
Contractor did not and had no reason to anticipate, then, if the
Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45
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and/or Clauses 56 and/or 57, and, in respect of failure, inability or
delay as aforesaid, Clause 57, provided that the Contractor has
complied with his obligations pursuant to Clause 45 and/or Clause 58,
as appropriate.
INSURANCE
32. EMPLOYER'S INSURANCE
32.1 Without limiting the Employer's other obligations or the Contractor's
obligations, the Employer shall take out and maintain insurance for
the benefit of and in the joint names of the Employer, the Contractor
and his subcontractors of any tier in respect of:
(a) the Works, including, without limitation, all unfixed goods,
materials and other constituent parts forming or intended to
form part thereof and consumables delivered to the Site; and
(b) liability for the death of or injury to any person (other
than in the employment of the Contractor or any of his
subcontractors) or loss of or damage to property (other than
the Works and/or consumables) arising out of the execution
of the Works,
in the terms contained in the policy contained in Schedule 10, subject
to any amendment required by the insurers other than as a result of
default of the Employer.
32.2 The Contractor shall comply with the terms of the policy referred to
in Clause 32.1 and shall:
(a) notify insurers and the Employer forthwith if an event
giving rise to an insurance claim under such policy occurs;
(b) prepare and submit to insurers particulars of all claims and
do all things necessary to obtain proper settlement of all
insurance claims under such policy (including, without
limitation, those of its subcontractors of any tier)
provided that if in the opinion of the Employer, the
Contractor fails to pursue a claim with due diligence, the
Employer shall have the right, exercisable on 14 (fourteen)
day's notice, to assume control over the preparation,
submission and settlement of any claim, subject always to
having due regard to the interests of the Contractor; and
(c) comply with any procedures issued by the Employer to the
Contractor in respect of the preparation and/or submission
of any insurance claim in respect of such policy.
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32.3 All moneys payable under Section 1 of the policy referred to in Clause
32.1 (Contractor's All Risks Insurance) exceeding HK$20,000,000 (Hong
Kong Dollars twenty million) shall be, and the Contractor shall
procure that they shall be, paid to the Employer who shall release any
part thereof relating to claims of the Contractor to the Contractor
within a reasonable time having regard to the progress of
rectification of the loss or damage to which the claim relates.
32.4 If and to the extent that the Employer receives money from the
insurers in respect of any claim made by or on behalf of the
Contractor or its subcontractors of any tier, the Employer shall make
payment to the Contractor or the relevant subcontractor, without
unreasonable delay, of such moneys or the appropriate proportion
thereof having regard to the extent to which the relevant loss or
damage to which such insurance moneys relate has been rectified in
accordance with Clause 21.4 or 21.6.
32.5 Any amounts not insured or not recovered under the policy referred to
in Clause 32.1 including, without limitation, the amount of any
deductibles, shall be borne by the Contractor or the Employer in
accordance with their respective responsibilities in accordance with
Clause 21.
32.6 All moneys payable under the policy referred to in Clause 32.1 shall
be paid in Hong Kong Dollars notwithstanding that the Tender Total may
be denominated in United States Dollars in the Pricing Document and
that other payments made to the Contractor pursuant to Clause 67 are
made in United States Dollars.
33. CONTRACTOR'S INSURANCE
33.1 Without limiting his other obligations or the obligations of the
Employer, the Contractor shall:
(a) in the joint names of the Employer, the Contractor and his
subcontractors of any tier, insure and keep insured the
Permanent Works, Temporary Works and Contractor's Equipment
manufactured for use in the execution of the Works for their
full replacement value during manufacture against all perils
usually and reasonably insurable provided that the Employer
may accept a policy of insurance notwithstanding it is not
in the joint names of the Employer and the Contractor, if
the Employer's interest is notified to and accepted in
writing by the insurer;
(b) in the joint names of the Employer, the Contractor and his
subcontractors of any tier, within 30 days from the Date for
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Commencement of the Works, which obligation shall not be
subcontracted by the Contractor pursuant to Clause 5, insure
and keep insured, the Permanent Works, the Temporary Works
and Contractor's Equipment during transit by land, sea or
air from commencement of loading at the place of manufacture
in the country of origin to the delivery to and unloading at
the Site or any off-Site place of storage, fabrication or
assembly within the Hong Kong Special Administrative Region
and including whilst at any intermediate place of storage,
fabrication or assembly outside the Hong Kong Special
Administrative Region during the period of such transit, for
a sum not less than their full replacement value plus 10
(ten) per cent of such value and the costs of transit
against all perils which are usually and reasonably
insurable, provided that the Employer may accept such a
policy of insurance placed by the Contractor (but not by any
subcontractor) notwithstanding that the Employer is not
named as a joint assured, if the Employer's interest is
notified to and accepted in writing by the Contractor's
insurer;
(c) in the joint names of the Employer, the Contractor and his
subcontractors of any tier, insure and keep insured the
Contractor's Equipment (to the extent not insured by the
Employer under Section 1 of the policy referred to in Clause
32.1 (Contractor's All Risks Insurance)) for its full
replacement value, while on or off the Site or in transit,
against all perils usually and reasonably insurable provided
that the Employer may accept a policy of insurance
notwithstanding it is not in the joint names of the Employer
and the Contractor, if the Employer's interest is notified
to and accepted in writing by the insurer;
(d) insure and keep insured all marine vessels used in
connection with the Works for protection and indemnity
liabilities including personal injury, loss of life, removal
of wreck, collision, oil pollution and damage to fixed and
floating objects for not less than the levels set out in
Schedule 11, Part A and, without prejudice to Clause 24.1,
comply with the provisions of the Hong Kong Merchant
Shipping (Compulsory Third Party Risks Insurance)
Regulations and the Merchant Shipping (Pleasure Vessels)
Regulations, provided that if any cover at the level set out
in Schedule 11 Part A ceases to be available in the
international insurance market (including P & I Clubs), the
Contractor shall notify the Engineer accordingly and shall
insure the relevant marine vessels at the maximum level of
insurance cover which is obtainable in the international
insurance market at rates which are, in the Engineer's
opinion, reasonable;
(e) take out and maintain at all material times and where
appropriate, policies of insurance, with adequate and
reasonable levels of cover, in
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respect of the use of any aircraft by him or by his
subcontractors of any tier in connection with the Works;
(f) take out and maintain in respect of his design obligations
under Clause 12, professional indemnity insurance for a
limit of cover of not less than the levels stated in
Appendix 1 to the Form of Tender for each occurrence or
series of occurrences arising out of one event for a period
commencing on the date of the Letter of Acceptance and
expiring not before 6 (six) years from the date of the issue
of the Substantial Completion Certificate for the Works
provided that if the Contractor considers that such cover is
not available at reasonable rates, the Contractor shall
forthwith inform the Engineer and the level of cover or
terms for the purposes of this Clause 33.1(f) shall be the
maximum level or best terms which are obtainable in the
international insurance market at rates which are, in the
Engineer's opinion, reasonable; and
(g) take out and maintain on his own behalf and on behalf of his
subcontractors of any tier, insurance in respect of claims
for the death of or bodily injury to any person under a
contract of service or apprenticeship with the Contractor or
any of his subcontractors of any tier and arising out of and
in the course of the person's employment in respect of the
Works in the terms and with the insurers referred to in
Schedule 11 Part B.
33.2 Insurance in accordance with Clause 33.1 (a) to (f) shall be effected
with insurers and on terms approved by the Employer and shall cover
all risks usually covered by such insurance and shall, to the extent
of the cover, indemnify the Employer in respect of loss, expense and
liability in connection with the Works.
33.3 Section 1 of the policy referred to in Clause 32.1 (Contractor's All
Risks Insurance) insures certain items of Contractor's Equipment on
the terms contained in such policy. The Employer may, notwithstanding
Clause 33.1(c), at his discretion, elect to insure further items of
Contractor's Equipment on the terms contained in Section 1 of the
policy referred to in Clause 32.1 (Contractor's All Risks Insurance)
at the cost of the Employer, by identifying and notifying the
Contractor of the relevant items of Contractor's Equipment. If the
Employer exercises this option, the Contractor's obligation pursuant
to Clause 33.1(c) to insure the items of Contractor's Equipment
identified and notified by the Employer shall cease with effect from 7
(seven) days after the date of such notification.
33.4 The Contractor shall procure that all insurance referred to in or
required by Clause 33.1(d) and (e) and all insurance in respect of
vehicles and craft used in
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connection with the Works as required by any Enactment shall be
endorsed to note the interest of the Employer.
33.5 The Contractor shall, in respect of the insurance referred to in
Clause 33.1(b), procure loading and unloading surveys in relation to
each shipment made of any part of the Permanent Works or Temporary
Works, and shall procure stowage and towage surveys in the event of
the lighterage of the same.
34. GENERAL INSURANCE OBLIGATIONS
34.1 If the Employer fails to comply with the terms of the policies of
insurance effected by him pursuant to Clause 32.1 and 33.3 or if the
Contractor fails to comply with the terms of any of the insurance
policies effected in connection with the Works, the party that is in
default shall indemnify the other party against all loss, expense and
liability arising from the failure.
34.2 If the Employer or the Contractor fails to effect and keep in force
any of the insurance policies referred to in Clauses 32 and 33
respectively, the party that is not in default may effect and keep in
force that insurance and may recover from the party in default a sum
equivalent to the premium or premiums paid.
34.3 The Contractor shall be deemed to have satisfied himself and to have
caused his subcontractors of any tier to have satisfied themselves
with regard to the extent of the cover provided by the policy referred
to in Clause 32.1 and the terms referred to in Clause 33.1 (g).
34.4 The Contractor shall promptly supply to insurers all documentation and
information which they may reasonably require to effect and maintain
the policies effected in connection with the Works. In the case of
policies effected by the Employer pursuant to Clauses 32.1 and 33.3,
the Contractor shall supply all documentation and information
requested by the Engineer for onward transmission to insurers by the
Employer.
34.5 The Employer shall, whenever reasonably required, produce to the
Contractor confirmation from his insurers, or their duly authorised
agents, that the policies effected by him pursuant to Clauses 32.1 and
33.3 remain current together with evidence of payment of the last
premium due.
34.6 The Contractor shall, whenever instructed to do so by the Employer,
produce any relevant policy of insurance effected by him in connection
with the Works, together with a certificate from the insurers, or
their duly authorised agents, certifying that the insurance has been
effected and the last premium due has been paid.
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34.7 The Contractor shall not do anything or cause or permit any of his
subcontractors of any tier to do anything, whether on or off-Site,
which would or might render voidable any policy of insurance required
by the Contract
LABOUR
35. LABOUR
35.1 Without prejudice to the generality of any other provision of the
Contract, the Contractor shall be responsible for providing such
skilled and unskilled labour as may be required for the execution of
the Works.
35.2 As far as practicable, all skilled and unskilled labour shall be
engaged in Hong Kong and subject to and in accordance with general
local usage.
35.3 The Contractor shall, in respect of labour located in Hong Kong and
engaged in the execution of the Works, pay rates of wages and observe
hours and conditions for labour which are not less favourable than the
level of wages, hours and conditions observed by other employers in
Hong Kong engaged in the engineering/construction industry and which
are in compliance with the Enactments.
QUALITY OF PERMANENT WORKS AND WORKMANSHIP, DEFECTS AND TESTS
36. QUALITY SYSTEM
36.1 The Contractor shall:
(a) establish, maintain and implement a quality system in
accordance with the Specification; and
(b) comply with the requirements of the quality system
including, without limitation, the submission for review by
the Engineer of fully detailed quality plans and other
documents referred to in the quality system.
37. PERMANENT WORKS AND WORKMANSHIP
37.l All goods, materials and all consumables forming part of the Permanent
Works and the results of any workmanship shall:
(a) be of the respective character, standard or kind required by
the Contract;
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(b) subject as aforesaid, be of a standard consistent with the
requirements of the Contract; and
(c) where specified or selected by the Contractor, be fit for
the purpose expressed in or to be implied from the Contract;
and
unless expressly provided to the contrary in the Contract, all goods,
materials and the constituent parts of the Permanent Works (save in
respect of any fill or naturally occurring material to be used in the
Permanent Works) and all consumables shall be new. Subject to the
foregoing requirements concerning the specification of goods,
materials and consumables, nothing within this clause or contained
elsewhere in the Contract shall deem any design obligation to be
subject to a fitness for purpose obligation.
38. ACCESS AND INSPECTION
38.1 The Contractor shall provide, and where relevant shall procure, access
to and reasonable facilities at all places (on or off the Site) where
the Works, or any part thereof, are being executed to enable the
Engineer and others authorised by him to watch and inspect the Works
and to exercise and perform the powers and duties of the Engineer.
39. COVERING AND UNCOVERING PARTS OF THE WORKS
39.1 The Contractor shall give notice to the Engineer, in sufficient time,
which shall in no case be less than 24 hours, to enable the Engineer
to carry out an inspection without delaying the progress of the Works,
before covering up any part of the Works or putting it out of view.
39.2 The Contractor shall uncover or make openings in any part of the Works
as may be instructed at any time during the progress of the Works and
shall reinstate the part in accordance with the Contract.
39.3 If, as a result of any instruction pursuant to Clause 39.2, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate,
then, if the Contractor claims additional time and/or payment
therefor, the Engineer shall give a decision pursuant to Clause 45
and/or 57, provided that the Contractor has complied with his
obligations pursuant to Clause 45 and/or Clause 58, as appropriate,
and provided further that this Clause 39.3 shall not apply if part of
the Works to which the instruction related was found not to comply
with the Contract or if the instruction resulted from breach of Clause
39.1.
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40. REMOVAL OF UNSATISFACTORY PARTS OF THE WORKS
40.1 The Engineer may at any time give instructions to the Contractor to:
(a) remove from the Site, within such time or times specified in
the instruction, any part of the Works which, in the opinion
of the Engineer, does not comply with the Contract;
(b) replace such part of the Works with a part which does so
comply and to re-execute any part of the Works; and
(c) remove and replace (notwithstanding any previous test) any
work in respect of:
(i) materials or workmanship; or
(ii) design by the Contractor,
which does not, in the opinion of the Engineer, comply with the
Contract.
41. TESTING
41.1 (a) The Works shall be subjected from time to time during the
execution of the Works to such tests (including the
provision of samples and procuring and permitting third
party inspections) as are:
(i) specified in the Contract; or
(ii) instructed or reviewed without objection
at such places on or off the Site as are specified or
instructed or reviewed without objection.
(b) The Contractor shall propose to the Engineer any test which
is not specified in the Contract but which a competent
contractor experienced in operations of a similar nature and
scope to the Works would regard as appropriate or desirable
to demonstrate that the Works comply with the Contract
including, without limitation, after any instruction varying
the Works has been issued by the Engineer pursuant to Clause
54.1. Any proposal shall be made at a reasonable time in
advance of the proposed test, shall specify by whom the test
is to be carried out which should, wherever reasonably
possible, be the Contractor and if the proposal receives
consent the proposed test shall be carried out in accordance
with the provisions of this Clause 41.
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41.2 The Contractor shall carry out such tests, and provide such
assistance, facilities, labour, equipment and other things for all
tests, as are required of the Contractor in accordance with the
Contract.
41.3 The Contractor shall comply with the testing procedures set out in the
Specification and shall submit to the Engineer for review all
documents required by those procedures or otherwise necessary in
advance of testing.
41.4 The Contractor shall submit to the Engineer for his information test
data as follows:
(a) at the beginning of each week, or at such other interval as
the Engineer may instruct, a written report summarising the
outcome of all tests undertaken during the preceding week or
interval, identifying the results, certificates and other
data relating to the tests which have been archived in
accordance with Clause 59 and identifying, in the case of
failed tests, the remedial measures being taken and the
provisions for re-testing; and
(b) without delay following the request, any other information
relating to tests requested by the Engineer.
41.5 If, in the Engineer's opinion, any of the tests is being unduly
delayed or is or has been improperly performed, he may by instruction
fix a date by which the Contractor shall make or facilitate the tests
or properly perform them. If the Contractor fails to make or
facilitate the tests or properly perform them by the date instructed,
the Engineer may make the tests or cause them to be made by others at
the risk of the Contractor. The Contractor shall be liable to the
Employer for all loss and expense incurred in relation thereto.
41.6 If, in the Engineer's opinion, the Works, or any part thereof, fails
any test, the Contractor shall submit such proposals and carry out or
facilitate such investigations and further or repeat tests as may be
instructed and the Contractor shall be liable to the Employer for all
loss and expense incurred in relation thereto including the costs of
re-testing the works of Project Contractors. The Contractor shall also
execute all necessary repairs, replacement and making good.
41.7 If, as a result of any test instructed pursuant to Clause 41.1(a)(ii),
the Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate,
then, if the Contractor claims additional time and/or payment
therefor, the Engineer shall give a decision pursuant to Clause 45
and/or Clause 56 and/or 57, provided that the
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Contractor has complied with his obligations pursuant to Clause 45
and/or Clause 58, as appropriate and provided further that this Clause
41.7 shall not apply:
(a) if the test indicates that any part of the Works was not in
accordance with the Contract; or
(b) to any repeat test carried out in accordance with the
Contract.
COMMENCEMENT, COMPLETION AND DELAY
42. COMMENCEMENT
42.1 The Contractor shall commence the Works on the Date for Commencement
of the Works. The Contractor shall from the Date for Commencement of
the Works proceed with the execution of the Works with due diligence
and expedition. The Contractor shall not commence the execution of the
Works before the Date for Commencement of the Works.
43. RIGHTS OF ACCESS TO THE SITE
43.1 The Employer shall give to the Contractor, from time to time, access
to as much of the Site as may be required to enable the Contractor to
execute the Works in accordance with the Works Programme provided that
the Employer shall not be required to give access contrary to any
limitation identified in the Contract.
43.2 Unless the Contract expressly provides otherwise, the Contractor shall
not be entitled to uninterrupted access to or an exclusive right to
occupation of the Site or any part thereof.
43.3 The Contractor shall give notice to the Engineer of the access which
the Contractor requires to execute the Works. The Contractor shall
give such notice in sufficient time for the Employer to arrange for
access to be given without delaying the progress of the Works. The
Employer shall not in any event be obliged to give access in advance
of dates for access identified in the Works Programme.
43.4 If, as a result of any failure or inability to provide or delay in
providing access pursuant to Clause 43.1 following a notice in
accordance with Clause 43.3, the Contractor is prevented from
achieving any Stage or substantially completing the Works or any
Section by the relevant Key Date or incurs Cost which the Contractor
did not and had no reason to anticipate then, if the Contractor claims
additional time and/or payment therefor, the Engineer shall give a
decision pursuant to Clause 45 and/or 57, provided that the Contractor
has
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complied with his obligations pursuant to Clause 45 and/or Clause 58,
as appropriate.
44. TIME FOR COMPLETION
44.1 The Contractor shall substantially complete the Works and any Section
and achieve any Stage by the respective Key Dates therefor.
45. EXTENSION OF TIME
45.1 The Contractor shall give notice to the Engineer as soon as the
Contractor can reasonably foresee any event occurring which is liable
to cause any delay to substantial completion of the Works or any
Section or to the achievement of any Stage. The notice shall in any
event be given within 28 (twenty-eight) days after commencement of the
event, and shall state the likelihood and probable extent of the delay
and specify whether the Contractor considers he is or may become
entitled to an extension of time in respect of the effects of the
event. If so, the Contractor shall cite the provision of Clause 45.3
which the Contractor considers to be applicable identifying, in the
case of Clause 45.3(a), the relevant Clauses.
45.2 The Contractor shall use and continue to use all reasonable endeavours
to avoid or reduce the effects of the event on substantial completion
of the Works or any Section or the achievement of any Stage and shall
as soon as practicable but in any event within 28 (twenty-eight) days
of notification pursuant to Clause 45.1 submit by further notice to
the Engineer.
(a) full and detailed particulars of the cause, effect and
actual extent of the delay to substantial completion of the
Works or any Section or to the achievement of any Stage; or
(b) where an event has a continuing effect or where the
Contractor is unable to determine whether the effect of any
event will actually cause delay to substantial completion of
the Works or any Section or the achievement of any Stage,
such that it is not practicable for the Contractor to submit
full and detailed particulars pursuant to Clause 45.2(a), a
statement to that effect with reasons together with interim
written particulars (including details of the likely
consequences of the event on progress of the Works and an
estimate of the likelihood or likely extent of the delay);
the Contractor shall thereafter submit to the Engineer at
intervals of not more than 28 (twenty-eight) days, further
interim written particulars until the actual delay caused
(if any) is ascertainable, whereupon the Contractor shall as
soon as practicable but in any event within 28
(twenty-eight) days submit to the Engineer
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full and detailed particulars of the cause, effect and
actual extent of the delay; and, in any event:
(c) details of the documents that will be maintained to support
the claim in accordance with Clause 59; and
(d) details of the measures which the Contractor has adopted
and/or proposes to adopt to avoid or reduce the effects of
the event upon substantial completion of the Works or any
Section or achievement of any Stage.
45.3 If the event notified by the Contractor pursuant to Clause 45.1 is the
subject of a claim for extension of time by reason of:
(a) (i) the issue of an instruction, or the failure or
inability to issue or delay in issue of an
instruction, pursuant to Clause 2.9;
(ii) the reversal or variation of an instruction or
decision by the Engineer, or the Engineer's
Representative, pursuant to Clause 3.5;
(iii) ambiguities or discrepancies in or between the
documents comprising the Contract, pursuant to
Clause 7.3;
(iv) the failure or inability to issue or delay in
issue of further or amended Drawings or
Specification by the Engineer which was the
subject of a notice in accordance with Clause 9.3,
pursuant to Clause 9.4;
(v) the presence of unforeseeable physical conditions
or artificial obstructions and measures taken to
overcome them and/or instructions issued by the
Engineer in respect thereof, pursuant to Clause
15.6;
(vi) errors in setting out due to incorrect data,
pursuant to Clause 19.2;
(vii) an instruction for the rectification of loss or
damage due to Excepted Risks, pursuant to Clause
21.6;
(viii) delay in obtaining any occupation permit under the
Buildings Ordinance or any other Enactment, which
is caused by any person other than the Contractor
and which is the sole reason preventing the
substantial completion of the Works, pursuant to
Clause 24.3;
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(ix) the activities of Relevant Authorities or Project
Contractors, pursuant to Clause 28.9;
(x) the issue of an instruction, or the failure or
inability to issue or delay in issue of an
instruction in respect of antiquities, pursuant to
Clause 31.4;
(xi) the uncovering of acceptable work, pursuant to
Clause 39.3;
(xii) ad hoc successful tests, pursuant to Clause 41.7;
(xiii) access constraints, pursuant to Clause 43.4;
(xiv) an instruction issued by the Engineer for the
handing over of the Works or any part thereof,
pursuant to Clause 50.4;
(xv) suspension of the Works, pursuant to Clause 51.2;
(xvi) the issue of a variation instruction, pursuant to
Clause 54.8;
(xvii) the instruction of work included as a Provisional
Sum, pursuant to Clause 65.4;
(xviii) making good the destruction or damage to the
Permanent Works and/or the Temporary Works by
reason of special risks, pursuant to Clause
77.4(b); or
(b) any other cause of disturbance to the progress of the Works
for which the Employer or the Engineer is responsible
whether pursuant to or in breach of any provision of the
Contract or otherwise including, but not limited to, any act
of prevention or delay by the Employer or the Engineer,
then the Engineer shall assess and decide whether the Contractor may
fairly be entitled to an extension of any of the Key Dates.
45.4 Notwithstanding the powers of the Engineer pursuant to this Clause 45
to assess and decide whether the Contractor is fairly entitled to an
extension of time, the Contractor shall not in any circumstance be
entitled to an extension of time if and to the extent that, in the
Engineer's opinion, the relevant delay is caused directly or
indirectly by breach of the Contract or other default of the
Contractor, by the Contractor's failure to make the proper time
allowance which he is deemed to have made pursuant to Clause 15.2, or
by an event which is not expressly described in Clause 45.3. Without
prejudice to the
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generality of the foregoing, the Contractor shall not be entitled to
an extension of time if the cause of the delay is:
(a) non-availability or shortage of Contractor's Equipment,
Temporary Works, labour (whether or not imported), utility
services or any part of the Permanent Works;
(b) an increase in the quantity of any item of work except to
the extent that the increase is the consequence of a
variation instructed pursuant to Clauses 2 or 54;
(c) any instruction in relation to matters which are the
responsibility of the Contractor under the Contract in the
absence of the instruction;
(d) inclement weather conditions adversely affecting the
progress of the Works (including without limitation the
hoisting of any storm warning or strong wind signal);
(e) delay in issuing or failure to issue to the Contractor any
approval or consent in respect of the Works by any Relevant
Authority;
(f) delay in obtaining any occupation permit under the Buildings
Ordinance or any other Enactment referred to in Clause 24.2
(a) (ii), which is caused by the Contractor; or
(g) defective design prepared by or on behalf of the Contractor,
whether contained in the Contractor's Drawings or otherwise.
45.5 If, pursuant to Clause 45.3, the Engineer considers that the
Contractor may fairly be entitled to an extension of any of the Key
Dates, the Engineer shall within 28 (twenty-eight) days, or such
further time as may be reasonable in the circumstances of:
(a) receipt of full and detailed particulars of the cause and
actual effect of any delaying factor; or
(b) where an event has a continuing effect or where the Engineer
anticipates a significant delay before the actual effect of
an event becomes ascertainable and the Engineer considers an
interim extension of time should be granted, receipt of such
particulars as in the Engineer's opinion are sufficient for
him to decide the interim extension of time,
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assess, decide, grant and notify the Contractor of the extension. The
Engineer in assessing and deciding any extension shall take into
account all the circumstances known to him at that time, including the
effect of any omission of work or substantial decrease in the quantity
of work.
45.6 The Engineer may at any time following notification of an event
pursuant to Clause 45.1 assess, decide and notify the Contractor
whether or not the event constitutes a potential ground upon which an
extension of time may be granted pursuant to this Clause 45.
45.7 If the Engineer decides that the Contractor is not entitled to an
extension of time, the Engineer shall, as soon as reasonably
practicable, notify the Contractor accordingly.
45.8 (a) Without prejudice to the Engineer's powers pursuant to
Clause 45.5(b), the Contractor shall not be entitled to an
extension of time by reason of any delay unless the delay
actually affects substantial completion of the Works or any
Section or the achievement of any Stage by the relevant Key
Date;
(b) whether or not the Contractor fails to achieve any Milestone
by reason of any delay shall not of itself be material to
the issue of the Contractor's entitlement to an extension of
time; and
(c) any extension to one Key Date shall not of itself entitle
the Contractor to an extension to any other Key Date.
45.9 The Engineer shall within 56 (fifty-six) days of the issue of the
Substantial Completion Certificate for the Works review and finally
decide and certify the overall extensions of time (if any) to which he
considers the Contractor is entitled in respect of the Works, any
Section or any Stage. The final review shall not result in a decrease
in any extension of time already granted by the Engineer pursuant to
Clause 45.5 or in any period of suspension of liquidated damages for
delay assessed and decided pursuant to Clause 48.8(c).
45.10 Any extension of time granted by the Engineer to the Contractor shall,
except as provided elsewhere in the Contract, be deemed to be in full
compensation and satisfaction for any loss or injury sustained or
sustainable by the Contractor in respect of any matter or thing in
connection with which the extension shall have been granted and every
extension shall exonerate the Contractor from any claim or demand on
the part of the Employer for the delay during the period of the
extension but not for any delay prior to or continued beyond such
period.
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45.11 It shall be a condition precedent to the Contractor being granted
extensions of time under this Clause 45 that he complies strictly with
the terms of Clauses 45.l and 45.2.
46. RATE OF PROGRESS
46.1 If, in the opinion of the Engineer, the progress of the Works is too
slow to ensure the achievement of any Stage or the substantial
completion of the Works or any Section by the relevant Key Date and
the Contractor is not entitled to an extension of time pursuant to
Clause 45, the Engineer may notify the Contractor and the Contractor
shall forthwith suggest and, subject to consent, take such steps as
are necessary to expedite progress.
46.2 If the Engineer considers that the Contractor's suggestions submitted
in accordance with Clause 46.1 will not ensure the achievement of any
Stage or the substantial completion of the Works or any Section by the
relevant Key Date then the Contractor shall take such other steps as
the Engineer may instruct. If any step taken by the Contractor
involves the Employer in additional costs, the costs shall be assessed
and decided by the Engineer and shall be recoverable by the Employer
from the Contractor.
47. RECOVERY OF DELAY AND ACCELERATION OF THE WORKS
47.1 In this Clause 47, the term "Recover Delay" shall mean extinguishing
or reducing a delay to the Works, or any part thereof, for which the
Contractor would otherwise be entitled to receive an extension of time
pursuant to Clause 45 and "Accelerate the Works" shall mean achieving
any Stage or substantially completing the Works or any Section, or any
parts thereof, earlier than the Key Date specified for such Stage, the
Works or the Section.
47.2 If, in the opinion of the Engineer, it might be possible for the
Contractor, by taking certain measures, to Recover Delay or Accelerate
the Works, the Engineer may notify the Contractor of the nature of
such measures and request the Contractor to submit proposals in
respect thereof.
47.3 Within 14 (fourteen) days of receipt by the Contractor of a notice and
request pursuant to Clause 47.2, the Contractor shall supply to the
Engineer his proposals for adopting measures to Recover Delay or
Accelerate the Works which shall include, but not necessarily be
limited to:
(a) a description of the measures which the Contractor proposes
to adopt;
(b) an estimate of any saving of time which could be made by the
adoption of the measures;
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(c) the proposed price for the measures; and
(d) any other terms proposed by the Contractor.
47.4 Within 14 (fourteen) days of receipt of any proposals supplied by the
Contractor pursuant to Clause 47.3, the Engineer may instruct the
Contractor:
(a) to provide such further information in connection with the
proposals as the Engineer may request; and
(b) if in his opinion, it is necessary, to submit revised
proposals.
47.5 The Engineer may, but shall not be obliged so to do, instruct the
Contractor to take any measures agreed between the Engineer and the
Contractor to Recover Delay or Accelerate the Works.
47.6 The Engineer may, whether or not the procedure set out in Clauses 47.2
to 47.4 has been followed, instruct the Contractor to take such
measures which, in the opinion of the Engineer, it is feasible for the
Contractor to take to Recover Delay or Accelerate the Works and the
Contractor shall carry out the measures so instructed with due
diligence.
47.7 Subject to the terms of any agreement between the Engineer and the
Contractor pursuant to this Clause 47, if by adopting measures
instructed to Recover Delay or Accelerate the Works, the Contractor
does not extinguish delays, despite exercising due diligence, for
which he would have been entitled to an extension of time in the
absence of the measures, the Contractor shall nevertheless be granted
an extension of time of the duration of the unextinguished delay.
47.8 The price to be paid for the measures instructed by the Engineer to
Recover Delay or Accelerate the Works, if the price is not agreed
between the Engineer and the Contractor, shall be assessed and decided
by the Engineer.
48. LIQUIDATED DAMAGES FOR DELAY
48.1 The obligations to achieve any Stage and to substantially complete the
Works and any Section by the relevant Key Dates are separate
obligations of the Contractor.
48.2 Appendix 1 to the Form of Tender attributes to each Key Date a sum
which represents or is less than the Employer's genuine pre-estimate
(at a daily rate) of the damages likely to be suffered by the Employer
if the Works are not, or any Section is not, substantially complete,
or any Stage is not achieved by the
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relevant Key Date. The sum shall constitute liquidated damages and not
a penalty.
48.3 The Contractor acknowledges that the liquidated damages have been
estimated by the Employer on the basis of damages likely to be
suffered as a result of failure to meet any relevant Key Date
irrespective of and independently from any damages which are likely to
be suffered as a result of failure to meet any other Key Date.
Liquidated damages attributed to separate Key Dates may, therefore,
run concurrently.
48.4 If the Contractor does not achieve any Stage or substantially complete
the Works or any Section by the relevant Key Date the Contractor shall
pay or allow to the Employer liquidated damages calculated using the
rates referred to in Clause 48.2 (as reduced by any certificate issued
pursuant to Clause 48.5) until the date when the Works are or the
Section is substantially completed or the Stage is achieved.
48.5 In the event that:
(a) a Substantial Completion Certificate is issued in respect of
any part of the Works (such part not being a Section) before
the substantial completion of the Works; or
(b) a Substantial Completion Certificate is issued in respect of
any part of a Section before the substantial completion of
the whole of the Section; or
(c) a Stage Certificate is issued in respect of any part of a
Stage before the achievement of the whole of the Stage,
the rate of liquidated damages specified in Appendix 1 to the Form of
Tender in respect of the Works, the Section or Stage, as the case may
be (or any rate previously calculated in accordance with this Clause
48.5) shall be reduced by the proportion which the value of the part
completed or achieved bears to the value of the Works, the Section or
the Stage (or the remainder thereof) as appropriate, as the same is
assessed by the Engineer. The Engineer shall issue a certificate to
the Contractor identifying the reduced rate of liquidated damages
which shall be payable by the Contractor in the event that the
remainder of the Works or the Section is not substantially completed
or the remainder of the Stage is not achieved, by the relevant Key
Date.
48.6 The total amount of liquidated damages for delay in respect of the
Works, any Section and any Stage shall be limited in aggregate to the
sum identified as such limit in Appendix 1 to the Form of Tender.
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48.7 The Employer may:
(a) deduct and retain the amount of any liquidated damages
becoming due pursuant to this Clause 48 from any sum due or
which becomes due to the Contractor; or
(b) require the Contractor to pay such amount to the Employer
forthwith,
provided that if upon any subsequent review the Engineer:
(c) grants a relevant extension or further extension of time or
issues a suspension notice pursuant to Clause 48.8(c), the
Employer shall no longer be entitled to liquidated damages
in respect of the period of such extension or suspension; or
(d) issues a certificate pursuant to Clause 48.5 reducing the
rate of the liquidated damages, the Employer shall no longer
be entitled to liquidated damages at the previous rate for
any period after the date on which the reduced rate became
applicable,
any sum in respect of any of the said periods in excess of the
Employer's entitlement which may already have been recovered pursuant
to this Clause 48 shall be reimbursed forthwith to the Contractor
together with interest at the Contract Rate of Interest from the date
on which the sum was recovered from the Contractor.
48.8 Without prejudice to Clause 45, if an event as described in Clause
45.3 should occur after liquidated damages have become payable in
respect of the Works, any Section or any Stage:
(a) the Contractor shall as soon as reasonably practicable so
notify the Engineer and shall provide such particulars and
details of the type described in Clause 45.2 as may be
requested;
(b) the Contractor shall use and continue to use his reasonable
endeavours to avoid or reduce delay to the Works, any
Section or any Stage;
(c) if, in the Engineer's opinion, the event has resulted in
further delay to the Works, any Section or any Stage, the
Engineer shall so notify the Contractor and the Employer's
entitlement to liquidated damages in respect of the Works,
the Section or the Stage shall be suspended for the period
from commencement of the further delay (the date of which
shall be assessed by the Engineer and stated in the said
notice) until the further delay has either come to an end
or, as the case may be,
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should have come to an end had the Contractor used his
reasonable endeavours (the date of which shall be assessed
by the Engineer and stated in a notice to be issued to the
Contractor as soon as reasonably practicable thereafter);
(d) any such suspension shall not invalidate any entitlement to
liquidated damages before the period of further delay
started to run or after it ceases; and
(e) the Engineer may take the steps described in Clause 48.8(c)
notwithstanding the absence of any or any timely
notification from the Contractor pursuant to Clause 48.8(a).
48.9 The payment of any liquidated damages pursuant to this Clause 48 shall
not relieve die Contractor of any obligation or liability (including,
without limitation, to complete the Works) save in relation to the
payment of damages for delay in substantially completing the Works or
any Section or achieving any Stage.
SUBSTANTIAL COMPLETION, STAGE AND HANDING OVER CERTIFICATES
49. SUBSTANTIAL COMPLETION AND STAGE CERTIFICATES
49.1 When the Contractor considers that the Works have been substantially
completed, including, without limitation:
(a) the passing of the tests prescribed by the Contract (if
any); and
(b) the provision to the Engineer of the documents required by
the Contract to be provided prior to substantial completion,
he may give notice to that effect to the Engineer together with:
(i) a list of the items of work that, in the Contractor's
opinion, are outstanding; and
(ii) an undertaking to finish those items referred to in
sub-paragraph (i) above and all other outstanding works,
during the relevant Defects Liability Period,
in a form acceptable to the Engineer.
49.2 The Engineer shall within 21 (twenty one) days of the date of delivery
of the notice, list and undertaking in accordance with Clause 49.1,
either:
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(a) issue to the Contractor the Substantial Completion
Certificate stating the date on which in his opinion the
Works were substantially completed in accordance with the
Contract; or
(b) issue instructions to the Contractor specifying the items of
work which in the Engineer's opinion need to be executed
before the Substantial Completion Certificate may be issued,
in which event the Contractor shall be entitled to receive
the Substantial Completion Certificate within 21
(twenty-one) days of completion to the satisfaction of the
Engineer of the items of work specified by the instructions,
provided that if at any time after the instructions but
before the issue of the Substantial Completion Certificate,
the Engineer discovers other items of work which in his
opinion need to be executed before the issue of the
Substantial Completion Certificate, he may issue further
instructions pursuant to this Clause 49.2(b).
49.3 Following the same procedure as that described in Clause 49.1 for the
Works, the Contractor may request, and the Engineer may issue, a
Substantial Completion Certificate for any Section, provided that the
references to tests and to documents in Clause 49.1 shall be deemed to
be references to any test prescribed by the Contract to be completed
and any document required by the Contract to be supplied, prior to
substantial completion of the Section.
49.4 Following the same procedure as that described in Clause 49.1 for the
Works, the Contractor may request, and the Engineer may issue, a Stage
Certificate, when any Stage has been achieved, provided that for any
Stage, the references to tests and to documents in Clause 49.1 shall
be deemed to be references to any test prescribed by the Contract to
be completed and any document required by the Contract to be supplied
prior to achievement of the Stage, and the undertaking to finish
outstanding items of work shall be to do so as soon as is practicable,
but within no more than 42 (forty-two) days from the date of issue of
the Stage Certificate.
49.5 If, in the Engineer's opinion, the Works have been or any Section or
any other part of the Works has been substantially completed he may
issue a Substantial Completion Certificate in respect of the Works,
the Section or the other part of the Works and upon the issue of the
certificate, the Contractor shall be deemed to have undertaken to
complete all outstanding items of work during the relevant Defects
Liability Period by dates to be instructed.
49.6 If, in the Engineer's opinion, any Stage or any part of any Stage has
been achieved or achieved subject to certain outstanding items
(including, without limitation, tests) he may issue a Stage
Certificate in respect of the Stage or the part of the Stage and upon
the issue of the certificate, the Contractor shall be
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deemed to have undertaken to complete all outstanding items of work by
dates to be instructed.
49.7 Achievement of any Stage shall not of itself constitute completion or
substantial completion of any Section or any other part of the Works
for the purposes of Clauses 49.3 and 49.5.
50. HANDING OVER CERTIFICATES
50.1 In the event that the Employer wishes to use the Works, or any part
thereof or any Section, prior to the issue of the Substantial
Completion Certificate for the Works or the issue of a Substantial
Completion Certificate for any part or any Section, the Engineer may
instruct the Contractor to allow the Employer to make use of the Works
or the part or Section referred to in the instruction and to take such
steps as may be necessary to allow such use and the Contractor shall
take such steps and allow the Employer to have the use of the Works or
such part or Section provided always that the execution of works by
Relevant Authorities or Project Contractors, or the provision of
access thereto over the Site or the Works, or any part thereof, shall
not amount to use of the Works or any part thereof by the Employer for
the purposes of this provision.
50.2 At the time that the Employer's use commences pursuant to Clause 50.1,
the Engineer shall issue a Handing Over Certificate to the Contractor
and the Employer which shall contain details of the part of the Works
to be used by the Employer and the works which, in the opinion of the
Engineer, are required to be executed by the Contractor before the
Engineer will be able to issue the Substantial Completion Certificate
in respect of the Works, or the Section, or if appropriate, the part
of the Works. The Employer and the Contractor shall notify the
Engineer within 7 (seven) days of receipt of any Handing Over
Certificate if they disagree with any details contained therein.
50.3 Without prejudice to any other provision of the Contract including,
without limitation, the Contractor's obligations pursuant to Clauses
21.2, 44.1 and 52, the Employer shall assume responsibility for the
care of the Works or any part or Section in respect of which a Handing
Over Certificate is issued by the Engineer in accordance with Clause
50.2, 28 (twenty eight) days after the date of issue of any such
certificate.
50.4 If, in compliance with any instruction issued pursuant to Clause 50.1,
the Contractor is prevented from achieving any Stage, or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate
then, if the Contractor claims additional time and/or payment
therefor, the Engineer shall give a decision pursuant to Clause 45
and/or 57, provided that the Contractor has
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complied with his obligations pursuant to Clause 45 and/or Clause 58,
as appropriate.
SUSPENSION
51. SUSPENSION
51.1 The Contractor shall, on the Engineer's instruction, suspend the
execution of the Works, any Section or any other part of the Works for
such time or times and in such manner as the Engineer may consider
necessary. During the suspension, the Contractor shall properly
protect and secure the Works or the Section or other part of the Works
which is subject to that instruction.
51.2 If, as a result of compliance with an instruction pursuant to Clause
51.1, the Contractor is prevented from achieving any Stage or
substantially completing the Works or any Section by the relevant Key
Date or incurs Cost which the Contractor did not and had no reason to
anticipate then, if the Contractor claims additional time and/or
payment therefor, the Engineer shall, except to the extent that the
suspension is:
(a) instructed pursuant to Clause 51.3;
(b) necessary by reason of weather conditions affecting the
safety or quality of the Works; or
(c) necessary for the proper execution or for the safety of the
Works,
give a decision pursuant to Clause 45 and/or 57, provided that the
Contractor has complied with his obligations pursuant to Clause 45
and/or Clause 58, as appropriate.
51.3 The Engineer may issue instructions to suspend the Works, any Section
or any other part of the Works if, in the Engineer's opinion, the
Contractor is in breach of any of his obligations.
51.4 If, when an instruction has been given pursuant to Clause 51.1, there
has not been an instruction to resume work within a period of 3
(three) months from the date of the instruction to suspend work, then
the Contractor may, unless the suspension is otherwise provided for in
the Contract or continues to be necessary by reason of some breach of
the Contract or other default on the part of the Contractor, serve a
notice on the Engineer requesting him, within 28 (twenty-eight) days
from the receipt of the notice, to issue an instruction to resume
work. If within the said 28 (twenty-eight) days the Engineer does not
issue the instruction or give notice that, in his opinion, the
suspension continues to be necessary by reason of some breach or
default as aforesaid,
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the Contractor, by a further notice, may elect to treat the
suspension, where it affects part only of the Works, as an omission of
the part pursuant to Clause 54 or, where it affects the Works, as a
termination of the Contract by the Employer which shall be deemed to
have occurred pursuant to the proviso to Clause 77.1 and in such
event, Clauses 77.2 to 77.4 shall apply.
OUTSTANDING WORK AND DEFECTS
52. OUTSTANDING WORK
52.1 The Contractor shall execute any outstanding work relating to the
Works, any Section or any other part of the Works, as the case may be,
and shall deliver up to the Employer the Works, any Section or any
other part of the Works to which the work outstanding relates, in the
condition required by the Contract (fair wear and tear excepted) as
soon as practicable after the issuance of the relevant Substantial
Completion Certificate in respect thereof and in any event prior to
the expiry of the relevant Defects Liability Period.
52.2 If the outstanding work is of such a character as may affect the
validity of the results of any of the tests required by the Contract,
the Engineer may within 1 (one) month of the completion of outstanding
work instruct the Contractor to repeat such tests in which case the
tests shall be carried out as provided in Clause 41.
52.3 Where the execution of any outstanding work by the Contractor could
interfere with work by Project Contractors, with the use of the
Project or the Works or any part thereof, or any Section by the
Employer, the Contractor shall execute the outstanding work in the
manner and at or by the times instructed by the Engineer so as to
avoid or, if it cannot be avoided, minimise interference.
53. WORK OF REPAIR AND ADDITIONAL WORK DURING THE DEFECTS LIABILITY PERIOD
AND INVESTIGATING DEFECTS
53.1 The Contractor shall as soon as practicable after the expiry of the
relevant Defects Liability Period, deliver up the Works, any Section
or any part of the Works to the Employer in the condition required by
the Contract (fair wear and tear excepted). The Contractor shall, in
accordance with any instruction issued during any Defects Liability
Period or within 14 (fourteen) days after its expiration:
(a) execute maintenance work including any work of redesign,
replacement, repair, rectification and making good any
defect, imperfection settlement or other fault (whether
intermittent or otherwise) identified during the Defects
Liability Period. The work
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shall be executed within such period as instructed, or in
the absence of such instruction, as soon as is practicable;
and
(b) execute any other work in connection with the Permanent
Works, not referred to in the Drawings and/or the
Specification, including the supply of goods and materials
which, in the Engineer's opinion, it is reasonable for the
Contractor to so supply.
53.2 At any time prior to the issuance of the Defects Liability
Certificate, the Contractor shall, if instructed by the Engineer,
investigate the cause of any defect, imperfection or fault under the
directions of the Engineer.
53.3 If, in the Engineer's opinion, the defect, imperfection or fault
investigated pursuant to Clause 53.2 or the work executed pursuant to
Clause 53.1 (a) is not the result of any breach of the Contract or
other default on the part of the Contractor then, if the Contractor
claims additional payment therefor, the Engineer shall give a decision
pursuant to Clause 57.
53.4 In relation to any work executed pursuant to Clause 53.1(b), the
Engineer shall give a decision pursuant to Clause 57, which,
notwithstanding the definition of Cost contained in Clause 1.1, shall
include a reasonable allowance for profit by the Contractor.
53.5 Where any work is carried out pursuant to Clause 53.1 (a) and is not
work to which Clause 53.3 applies, then the terms of this Clause 53
shall apply to the work for the extended Defects Liability Period and
similarly to outstanding work executed pursuant to Clause 52.1.
53.6 If the work carried out by the Contractor in accordance with Clause
53.1 (a) is such that it may affect the validity of any of the tests
required by the Contract, the Engineer may instruct, within 28
(twenty-eight) days after completion of the work, that the tests be
repeated to the extent necessary. The tests shall be carried out in
accordance with Clause 41 and the maintenance work shall not be
considered as completed until satisfactory completion of the repeat
tests.
53.7 Within 14 (fourteen) days of completion of the maintenance work in
accordance with Clause 53.1 (a), the Contractor shall, where
applicable, submit to the Engineer for review appropriate revisions to
the documents referred to in Clause 49.1.
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VARIATIONS AND OPTIONS
54. VARIATIONS
54.1 The Engineer may instruct any variation to the Works that is in his
opinion desirable in connection with the Works or the Project. The
variation may include, but shall not be limited to:
(a) additions, omissions, substitutions, alterations, changes in
quality, form, character, kind, position, dimension, level
or line;
(b) changes to any sequence, method or timing of construction
specified in the Contract other than changes in programming
requirements necessary for the Contractor to comply with his
obligations apart from this Clause 54.1(b); and
(c) changes to access to the Site.
54.2 The Contractor may propose any variation to the Engineer which he
considers may have financial, timing, quality or
interface/co-ordination benefits for the Employer. The proposal shall,
in detail, describe the proposed variation and identify the benefits
to be obtained and all other financial, timing, quality or
interface/co-ordination effects of the proposed variation upon the
Works. If the Engineer accepts the proposal (which he shall be under
no obligation to do) he shall instruct the variation pursuant to this
Clause 54.2 within 14 (fourteen) days of receipt of the proposal.
54.3 The Engineer may give details to the Contractor of any proposed
variation which he is considering and request the Contractor to submit
an estimate providing details of the financial, timing, quality and
interface/co-ordination effects of the proposed variation upon the
Works. The Contractor shall submit the estimate, which shall be based
on the rates and prices contained in the Pricing Document, within 14
(fourteen) days of receipt of the request and if the Engineer accepts
the estimate (which he shall be under no obligation to do) he shall so
notify the Contractor and instruct the variation pursuant to this
Clause 54.3 within 14 (fourteen) days of receipt of the estimate. If
the Engineer does not accept the estimate he may nevertheless instruct
the variation at any time thereafter pursuant to Clause 54.1.
54.4 The Contractor shall, in respect of any variation ordered pursuant to
Clause 54.1, amend any Contractor's Drawings affected by such
variation and shall submit such amendments to the Engineer for review.
54.5 No variation shall be made by the Contractor without an instruction by
the Engineer.
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54.6 No variation instructed pursuant to this Clause 54 shall in any way
vitiate or invalidate the Contract, which shall continue to apply to
the Works as varied, but the value (if any) of all variations shall be
taken into account by the Engineer in assessing and deciding revisions
to the Cost Centre Values in accordance with Clause 56 or in valuing
the variation as dayworks pursuant to Clause 55.
54.7 The Employer may procure that work omitted as a variation to the Works
by instruction pursuant to Clause 54.1, be executed by another
contractor provided always that:
(a) upon such omitted work being let to another contractor, the
Engineer shall assess and decide a fair amount in respect of
the profit reasonably anticipated by the Contractor in
respect of such omitted work as at the time of issue of the
relevant instruction and shall make such revision to the
relevant Cost Centre Value, as may be appropriate, pursuant
to Clause 56 and/or to the then current total of the Cost
Centre Values and other amounts previously decided to be
due; and
(b) if the effect of the omission of such work would be to
reduce an extension of time to which the Contractor would
otherwise have been entitled had no such variation been
instructed, the Engineer shall take the effect of the
omission into account and, subject to the provisions of
Clause 45, grant such extension of time (if any) so as to
put the Contractor in no better and no worse position than
if the said variation had not been instructed.
54.8 If, in compliance with an instruction pursuant to Clause 54.1, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or
becomes entitled to an extension of time pursuant to Clause 54.7(b) or
incurs Cost which the Contractor did not and had no reason to
anticipate and is not recoverable pursuant to Clauses 55 or 56 then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or 57,
provided that the Contractor has complied with his obligations
pursuant to Clause 45 and/or Clause 58, as appropriate.
55. DAYWORK
55.1 The Engineer may instruct that any work to be executed as a result of
an instruction given pursuant to Clauses 54.1 or 65.1(b) shall be
executed on a daywork basis under the conditions and valued at the
rates set out in the Pricing Document. Unless the work instructed is
required to commence
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immediately, the Contractor shall give the Engineer notice before
starting the work.
55.2 The Contractor shall furnish to the Engineer such receipts or other
vouchers as may be necessary to prove the amounts paid by the
Contractor in executing the work and before ordering work shall submit
to the Engineer quotations for the same for review.
55.3 In respect of all work executed on a daywork basis the Contractor
shall, during the continuance of such work, deliver each day to the
Engineer a list of the names and occupations of and time worked by all
workmen employed on such work and a statement showing the descriptions
and quantities of all work executed the previous day. One copy of each
list and statement shall, if correct or when agreed, be signed by or
on behalf of the Engineer and returned to the Contractor.
55.4 At the end of each month, the Contractor shall deliver to the Engineer
a detailed priced statement of the work executed (separately
identifying labour and things supplied) and the Contractor shall not
be entitled to any payment unless the lists and statements required in
accordance with this Clause 55 have been fully and punctually
rendered. Provided always that if the Engineer shall consider that for
any reason the sending of such list or statement by the Contractor in
accordance with the foregoing provisions was impracticable, he shall
nevertheless be entitled to authorise payment for such work either
under the conditions set out in the Pricing Document (on being
satisfied as to the details of the work executed) or at: such value
therefor as he shall consider fair and reasonable.
55A. OPTIONS
55A.1 The Engineer may, at any time within the relevant period from the Date
for Commencement of the Works referred to in the Specification,
exercise any Option by instructing the Contractor to execute the work
comprised therein, as such work is described in the Specification.
55A.2 If the Engineer exercises any Option in accordance with Clause 55A.1,
the Contractor shall carry out the work comprised therein subject to
and in accordance with the Contract as if it had at all times formed
part of the Works and any provision of the Contract which is stated as
being conditional upon the exercise of the Option shall apply.
55A.3 The Contractor shall not be entitled to receive any extension of time
for completion of the Works or any Section thereof or for the
achievement of any Stage pursuant to Clause 45 by reason of the
exercise of any Option by the Engineer, or the exercise of all
Options, in accordance with Clause 55A.1
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or to receive any further or additional payment, whether pursuant to
Clause 56 or 57, beyond the payment referred to in the Pricing
Document in respect of such Option or Options.
55A.4 If the Engineer does not exercise any Option pursuant to Clause 55A.1,
such Option shall not form part of the Works and the Contractor shall
not be entitled to any payment for or in connection with such Option.
VALUATION
56. VALUATION
56.1 Subject to Clause 58, the Engineer shall assess and decide the sum
which, in his opinion, is due to the Contractor as a result of:
(a) an instruction pursuant to Clauses 54.1 or 65.1(a); or
(b) matters claimed by reason of the following, insofar as, in
the Engineer's opinion, some or all of the claim relates to
work equivalent to a variation as described in Clause 54.1:
(i) the issue of an instruction, or the failure or
inability to issue or delay in issue of an
instruction, pursuant to Clause 2.9;
(ii) ambiguities or discrepancies in or between the
documents comprising the Contract, pursuant to
Clause 7.3;
(iii) the presence of unforeseeable physical conditions
or artificial obstructions and measures taken to
overcome them and/or instructions issued by the
Engineer in respect thereof, pursuant to Clause
15.6;
(iv) errors in setting out due to incorrect data,
pursuant to Clause 19.2;
(v) an instruction for rectification of loss or damage
due to Excepted Risks, pursuant to Clause 21.6;
(vi) the issue of an instruction, or the failure or
inability to issue or delay in issue of an
instruction in respect of antiquities, pursuant to
Clause 31.4;
(vii) ad hoc successful tests, pursuant to Clause 41.7;
or
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(viii) making good the destruction or damage to the
Permanent Works and/or the Temporary Works by
reason of special risks, pursuant to Clause
77.4(b).
56.2 The Engineer's assessment and decision pursuant to Clause 56.1 shall
be made as follows:
(a) where work added or omitted is, in the Engineer's opinion,
of similar character and executed under similar conditions
to work for which there is a rate or price in the Pricing
Document, it shall be valued at that rate or price; or
(b) where work added or omitted is, in the Engineer's opinion,
not of a similar character or is not executed under similar
conditions, it shall be valued at a rate or price based on
any of the rates or prices contained in the Pricing Document
so far as may be reasonable, failing which a fair valuation
shall be made; and
(c) if the nature or extent of the work added or omitted
relative to the nature or extent of the Works or any part
thereof shall be such that, in the Engineer's opinion, any
rate or price contained in the Pricing Document for any
other work is by reason of such variation rendered
unreasonable or inapplicable, then a new rate or price shall
be agreed between the Engineer and Contractor for that work,
using the rates and prices contained in the Pricing Document
as the basis for decision; or
(d) if the Engineer and the Contractor fail to reach agreement
on any rate or price pursuant to Clause 56.2(c), the
Engineer shall assess and decide a rate or price and shall
notify the Contractor accordingly,
and following such a decision the Engineer shall make, pursuant to
Clause 66, revisions (if any and if appropriate) to the relevant Cost
Centre Value and/or the Schedule of Milestones and/or the Interim
Payment Schedule and shall notify the Contractor accordingly.
56.3 Insofar as, in the Engineer's opinion, any balance of the Contractor's
claim pursuant to the provisions referred to in Clause 56.1 (a) or (b)
relates to disturbance to the progress of the Works or any part
thereof, he shall assess and decide the balance pursuant to Clause 57.
56.4 In respect of any instruction pursuant to Clauses 54.2, 54.3 or 65.2,
the amount due to the Contractor shall be the amount accepted by the
Engineer pursuant to those clauses and the Engineer shall make,
pursuant to Clause 66, revisions (if any and if appropriate) to the
relevant Cost Centre Value and/or
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the Schedule of Milestones and/or the Interim Payment Schedule and
shall notify the Contractor accordingly.
56.5 The Contractor shall not be entitled to any payment pursuant to this
Clause 56 to the extent, in the Engineer's opinion, connected with:
(a) any breach of the Contract or other default on the part of
the Contractor;
(b) any instruction in relation to matters which, in the
Engineer's opinion, are the responsibility of the Contractor
in the absence of the instruction; or
(c) failure by the Contractor to make the proper allowance in
the Tender Total and the rates and prices in the Pricing
Document which he is deemed to have made pursuant to Clause
15.2.
56.6 The Contractor shall supply all information and documents requested by
the Engineer to facilitate the performance of the Engineer's duties
under this Clause 56 including, without limitation, details or further
details of:
(a) the rates and prices in the Pricing Document; and/or
(b) amounts claimed by relevant subcontractors
and the details or further details shall include a make-up of the
relevant rate, price or amount to identify allowance for labour,
Permanent Works, Contractor's Equipment, Temporary Works and other
types of expenditure and any xxxx-up for inflation, overheads and
profit (if any).
57. COST AND DISTURBANCE TO THE PROGRESS OF THE WORKS
57.1 If, in the Engineer's opinion, the Contractor has incurred or is
likely to incur Cost for which the Contractor would not be reimbursed
by a payment made pursuant to any other provision in the Contract and
a claim is made by reason of:
(i) the issue of instruction, or the failure or inability to
issue or delay in issue of an instruction, pursuant to
Clause 2.9;
(ii) the reversal or variation of an instruction or decision by
the Engineer, or the Engineer's Representative, pursuant to
Clause 3.5;
(iii) ambiguities or discrepancies in or between the documents
comprising the Contract, pursuant to Clause 7.3;
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(iv) the failure or inability to issue or delay in issue of
further or amended Drawings or Specification by the Engineer
which was the subject of a notice in accordance with Clause
9.3, pursuant to Clause 9.4;
(v) the presence of unforeseeable physical conditions or
artificial obstructions and measures taken to overcome them
and/or instructions issued by the Engineer in respect
thereof, pursuant to Clause 15.6;
(vi) errors in setting out due to incorrect data, pursuant to
Clause 19.2;
(vii) an instruction for the rectification of loss or damage due
to Excepted Risks, pursuant to Clause 21.6;
(viii) delay in obtaining any occupation permit under the Buildings
Ordinance or any other Enactment, which is caused by any
person other than the Contractor and which is the sole
reason preventing the substantial completion of the Works,
pursuant to Clause 24.3;
(ix) the activities of Relevant Authorities or Project
Contractors, pursuant to Clause 28.9;
(x) the issue of an instruction, or the failure or inability to
issue or delay in issue of an instruction in respect of
antiquities, pursuant to Clause 31.4;
(xi) the uncovering of acceptable work, pursuant to Clause 39.3;
(xii) ad hoc successful tests, pursuant to Clause 41.7;
(xiii) access constraints, pursuant to Clause 43.4;
(xiv) an instruction issued by the Engineer for the handing over
of the Works, or any part thereof, pursuant to Clause 50.4;
(xv) suspension of the Works, pursuant to Clause 51.2;
(xvi) the investigation of any defect, imperfection or fault or
the execution of maintenance work not the result of any
breach or default by the Contractor in accordance with
Clause 53.1 (a), pursuant to Clause 53.3;
(xvii) the execution of work not included in the Drawings and/or
the Specification in accordance with Clause 53.1(b),
pursuant to Clause 53.4;
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(xviii) the issue of a variation instruction, pursuant to Clause
54.8;
(xix) the instruction of work included as a Provisional Sum,
pursuant to Clause 65.4; or
(xx) making good the destruction or damage to the Permanent Works
and/or the Temporary Works by reason of special risks,
pursuant to Clause 77.4(b),
then, subject to Clause 58, the Engineer shall as soon as reasonably
practicable assess the sum in respect of the Cost incurred and give a
decision of the sum to the Contractor.
57.2 The Contractor shall not be entitled to any payment pursuant to this
Clause 57 due, in the Engineer's opinion, to:
(a) any breach of the Contract or other default on the part of
the Contractor;
(b) any instruction in relation to matters which, in the
Engineer's opinion, are the responsibility of the Contractor
in the absence of such instruction; or
(c) failure by the Contractor to make the proper allowance in
the Tender Total and the rates and prices in the Pricing
Document which he is deemed to have made pursuant to Clause
15.2.
58. NOTICE OF CLAIMS FOR ADDITIONAL PAYMENT
58.1 (a) Notwithstanding any other provision of the Contract, but
subject to Clause 58.1(b), if the Contractor at any time
intends to claim payment additional to the then current
total of the Cost Centre Values and other amounts previously
decided to be due, or damages under or for breach of or
otherwise in connection with the Contract he shall give
notice to the Engineer of his intention within 21
(twenty-one) days after the event giving rise to the claim
became, or ought reasonably to have become, apparent to the
Contractor.
(b) The Contractor shall be entitled to payment following the
issuance of instructions pursuant to Clauses 47.6, 54.1 and
65.1 in which it is expressly stated that they will be
subject to valuation in accordance with the Engineer's
decisions as to the value thereof pursuant to Clauses 47.8,
56.1 or 65.1, as the case may be, without being required to
give notice in accordance with Clause 58.1 (a), but if the
Contractor seeks payment in excess of the value so decided
or any other payment
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in respect of the said instructions or in respect of
instructions in which it is not expressly stated that they
will be subject to valuation, notice in accordance with
Clause 58.1 (a) shall be required. In addition, no notice
shall be required in respect of any price to be assessed by
the Engineer pursuant to Clause 47.8 or any amount accepted
by the Engineer pursuant to Clauses 54.2, 54.3 or 65.2.
58.2 Within 28 (twenty-eight) days, or such other reasonable time as may be
permitted by the Engineer, after the date of a Contractor's notice
pursuant to Clause 58.1, the Contractor shall send to the Engineer
detailed particulars of the amount claimed and the grounds and/or
contractual provisions upon which the claim is based, together with
the documents which support the claim. Where the event giving rise to
the claim has a continuing effect, the account shall be considered an
interim account and the Contractor shall, at such intervals as the
Engineer may reasonably instruct, send further interim accounts giving
the current amount of the claim and specifying any further ground or
evidence in support of the claim. The Engineer may, if in his opinion
he has sufficient information for the purpose, give an interim
decision. The Contractor shall, within 28 (twenty-eight) days of the
continuing effect coming to an end, submit final particulars.
58.3 Unless otherwise expressly provided in the Contract, the Contractor
shall not be entitled to any decision or to any revision of Cost
Centre Values or to any payment, damages or other relief in respect of
the event giving rise to his claim unless he shall have first complied
with the terms of this Clause 58 and in default of compliance, the
Contractor shall not be entitled to receive any such payment, damages
or other relief, to which he might have become entitled either under
the Contract or as a result of any breach of the Contract by the
Employer, and the Contractor shall be deemed to have waived all his
rights and entitlements in respect thereof.
59. MAINTENANCE OF RECORDS
59.1 The Contractor shall establish at the Site, and may establish at other
places which have been reviewed without objection, records offices
containing an archive of all documents in connection with and arising
out of the Contract and a complete record of all transactions (with
copies of all relevant documents) entered into by the Contractor in
connection with the Contract. Such offices and the archive shall, in
accordance with the Specification, be established and maintained by
the Contractor subject to any take-over of the archive by the Employer
in accordance with the Contract.
59.2 If the Contractor serves a notice pursuant to Clauses 45.1 or 58.1 or
if an event occurs in respect of which the Contractor may subsequently
make a financial claim, the Contractor shall keep such contemporary
records as may
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reasonably be necessary to support any claim he may subsequently wish
to make.
59.3 Without admitting the Employer's liability, the Engineer may instruct
the Contractor to keep such further contemporary records as he
reasonably considers desirable or material to any claim of which
notice pursuant to Clauses 45.1 or 58.1 has been given.
59.4 To the extent that the records of the Contractor are to be created
and/or maintained on a computer or other electronic storage device,
the Contractor shall submit to the Engineer for review a procedure for
back-up and storage at other locations of copies of the records and
shall adhere, and shall cause his subcontractors of any tier to
adhere, to the agreed procedures and to demonstrate compliance with
the agreed procedure as and when requested by the Engineer.
59.5 The Contractor shall, at all reasonable times, either before or after
the issue of the Final Certificate, allow the Engineer and any
representative of the Employer, access to the records offices and the
archive established by the Contractor pursuant to Clause 59.1 and
procure such access to the records offices of any sub contractor
(including, without limitation, any consultant engaged by the
Contractor), to inspect and take copies of, at the cost of the
Employer, any document relating to the Works or the Project including,
without limitation, any documents relating to the breakdown,
calculation or analysis of the Tender.
59.6 Without prejudice to any other provision of the Contract, including,
without limitation, Clause 5, the Contractor shall ensure that any sub
contract entered into by the Contractor shall contain such provisions
which enable the Contractor to comply with the provisions of this
Clause 59.
PROPERTY IN THE PERMANENT WORKS, TEMPORARY WORKS AND CONTRACTOR'S
EQUIPMENT
60. VESTING OF CONTRACTOR'S EQUIPMENT AND TEMPORARY WORKS
60.1 Contractor's Equipment (excluding, for the purposes of this Clause
60.1 only, marine vessels), Temporary Works and consumables which are
owned by the Contractor shall, on delivery to the Site become the
property of the Employer.
60.2 Contractor's Equipment, Temporary Works and consumables shall not be
removed from the Site or taken out of use for the Works without prior
consent.
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60.3 Upon the substantial completion of the Works or the taking out of use
or removal as aforesaid or pursuant to Clause 77.2, the Contractor's
Equipment, Temporary Works and surplus consumables which have vested
in the Employer shall re-vest in the Contractor.
61. VESTING OF PERMANENT WORKS
61.1 Any part of the Permanent Works:
(a) which is delivered to the Site shall:
(i) become the property of the Employer (unless
property in the part has already passed to the
Employer pursuant to Clause 61.1(b));and
(ii) not be removed from the Site without prior
consent;
(b) which is manufactured or obtained off-Site shall become the
property of the Employer upon property in the part vesting
in the Contractor or otherwise passing unconditionally to
the Contractor or his agent or nominee and the Contractor
shall, and shall procure that any of his subcontractors
supplying any part of the Permanent Works to the Contractor
shall:
(i) upon property in the part vesting in the
Contractor, provide to the Engineer such
documentary or other evidence thereof as may be
appropriate or as the Engineer may request;
(ii) upon the part being substantially ready for
delivery to the Site, suitably xxxx or otherwise
plainly identify it so as to show that its
destination is the Site, that it is the property
of the Employer and (where it is not stored at the
premises of the Contractor) to whose order it is
held, and set aside and store the part so marked
or identified to the satisfaction of the Engineer;
(iii) send to the Engineer a schedule listing and giving
the value of every part so marked, identified, set
aside and stored and inviting him to inspect them;
and
(iv) if so instructed by the Engineer, provide to the
Engineer an opinion in writing by an established
and qualified lawyer in the country where the part
is situated that the actions taken by the
Contractor are sufficient to show an intention to
vest the property in it in the Employer and to
protect it against seizure
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by a third party (including any liquidator, receiver or
similar officer of the Contractor),
provided that the operation of this Clause 61 shall not be deemed to
imply any acceptance of any part of the Permanent Works or prevent its
rejection by the Engineer at any time.
61.2 The parts of the Permanent Works referred to in Clause 61.1(b) shall
be in the possession of the Contractor or his subcontractors for the
sole purpose of delivering them to the Employer for the execution of
the Works and shall not be within the ownership, control or
disposition of the Contractor or his subcontractors and save only as
stated in Clause 21, the Contractor shall be responsible for any loss
or damage to such parts and for the expense involved in storing,
handling and transporting the same.
61.3 The Contractor shall ensure that there shall be no lien whether in
equity, common law or otherwise on any part of the Permanent Works
which has vested in the Employer pursuant to Clause 61.1 for any sum
due to the Contractor, his subcontractors or any other person and the
Contractor shall ensure that the title of the Employer and the
exclusion of any lien are brought to the notice of his subcontractors
and other persons dealing with or transporting any part.
61.4 If the Contract or the Contractor's employment thereunder is
terminated before the substantial completion of the Works, the
Contractor shall deliver to the Employer any part of the Permanent
Works owned by the Employer by virtue of Clause 61.1, and if the
Contractor shall fail to do so the Employer may enter any premises of
the Contractor, and the Contractor shall procure that the Employer may
enter any premises of any of his subcontractors, to remove the part
and the Employer may recover the cost of so doing from the Contractor.
62. USE OF CONTRACTOR'S EQUIPMENT
62.1 The Contractor shall not, without prior consent, bring onto the Site,
or use in connection with the Works at any place whatsoever, any item
of Contractor's Equipment which is not solely owned by the Contractor.
Consent may be withheld unless:
(a) the owner of the item enters into a written collateral
agreement with the Employer under which the owner undertakes
to the Employer that:
(i) the owner shall, and shall procure that the
beneficiary of any relevant charge, other security
interest or reservation of title (of
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whatever nature) shall, without payment, execute
any deed or document in favour of the Employer to
assign to the Employer the benefits under any
lease, charter-party, hiring, hire-purchase,
supply, operation or other agreement made with the
Contractor in respect of the item in the event of
the termination of the Contract or of the
employment of the Contractor thereunder;
(ii) the agreement shall permit the Employer, or any
third party employed by the Employer, to use the
item until completion of the Works upon the same
terms as those enjoyed by the Contractor prior to
the assignment; and
(iii) the owner shall not, without first giving the
Employer not less than 21 (twenty-one) day's prior
notice, exercise any right the owner may have to
terminate the lease, charter-party, hiring,
hire-purchase, supply, operation or other
agreement, or treat the same as having been
repudiated by the Contractor or terminated,
howsoever otherwise, or withhold performance of
the owner's obligations thereunder or remove the
item from Hong Kong; and
(b) the Contractor provides, or procures the provision of, any
information that the Engineer by instruction requests in
relation to any charge, other security interest or
reservation of title (of whatever nature) that may subsist
in the item.
62.2 All sums paid by the Employer under the provisions of any agreement,
deed or document referred to in this Clause 62 and all cost or expense
incurred by him in entering into the agreement, deed or document shall
be recoverable by the Employer from the Contractor.
62.3 The Engineer may instruct the Contractor to produce all documents
evidencing title to, or the contractual basis of the Contractor's
right to use, any item of Contractor's Equipment.
62.4 Without prejudice to any other provision of the Contract, including
without limitation, Clause 5, the Contractor shall ensure that any sub
contract entered into by the Contractor shall contain such provisions
which enable the Contractor to comply with the provisions of this
Clause 62.
62.5 If the Contractor fails to comply with his obligations pursuant to
this Clause 62, without prejudice to any other right or remedy
available to the Employer, the Employer may withhold from interim
payments due to the Contractor an amount equivalent to the value of
the Contractor's Equipment concerned
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until such time as the failure is rectified or remedied to the
satisfaction of the Engineer.
63. REMOVAL OF CONTRACTOR'S EQUIPMENT AND TEMPORARY WORKS
63.1 Within a reasonable time after the issue of any Substantial Completion
Certificate, the Contractor shall clear away and remove from the
relevant part of the Site any item of Contractor's Equipment,
Temporary Works and surplus consumables (except those required to
discharge the Contractor's other obligations under or in connection
with the Contract) for which consent has been given pursuant to Clause
60.2 and all other items of equipment, whether or not belonging to the
Contractor, and the Contractor shall leave the Works, or the Section
or other part of the Works to which the Substantial Completion
Certificate relates, and the Site, or the relevant part thereof as
appropriate, in a clean and tidy condition.
63.2 If at any time throughout the period in which the Works are executed,
it appears to the Engineer that the Contractor has abandoned any item
of Contractor's Equipment, Temporary Works or surplus consumables on
any part of the Site and that the Contractor does not intend to use
the same again in the execution of the Works, the Engineer may issue a
notice to that effect to the Contractor requiring him to confirm
within 7 (seven) days of receipt of the notice whether the item has
been abandoned or whether he intends to use it in the execution of the
Works. In the event either that the Contractor confirms the
abandonment or fails to respond to the Engineer's notice within the
said 7 (seven) day period, the Engineer may, without prejudice to the
generality of the Engineer's powers under Clause 2, issue an
instruction requiring the Contractor to remove the relevant item from
the Site within a period of 7 (seven) days of receipt of the
Engineer's instruction.
63.3 If the Contractor fails to comply with Clauses 63.1 or 63.2, the
Employer may, without prejudice to any other rights or remedies it may
have under the Contract, and without prejudice to Clause 72.1:
(a) remove the relevant item from the Site and dispose of the
same in any manner as he sees fit, and if the Employer sells
the said item, after deducting from any proceeds of sale the
charges and expense incurred by the Employer in connection
with such sale, the Employer shall pay the balance, if any,
to the Contractor but, to the extent that the proceeds of
sale are insufficient to meet all such charges and expenses
incurred by the Employer, the excess shall be recoverable by
the Employer from the Contractor; or
(b) return the item (if hired or the subject of a hire-purchase,
supply or operation agreement, charter-party or lease) to
the owner from whom
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it was so hired, chartered or leased, and recover the
charges and expenses of and in connection with such return
from the Contractor.
64. LIABILITY FOR LOSS OR DAMAGE TO PERMANENT WORKS, CONTRACTOR'S
EQUIPMENT, ETC
64.1 The Employer shall not at any time be responsible for the care of, nor
be liable for the loss of or damage to the Permanent Works,
Contractor's Equipment, Temporary Works or consumables which have
become the property of the Employer pursuant to Clauses 60 and 61
except as provided in Clause 21.
PROVISIONAL SUMS
65. PROVISIONAL SUMS
65.1 Any work in relation to which a Provisional Sum is stated in the
Pricing Document shall only be executed in whole or in part upon the
issue of an instruction by the Engineer pursuant to this Clause 65.1
or Clause 65.2. If the Engineer issues no such instruction, the said
work shall not form part of the Works and the Contractor shall not be
entitled to any payment for or in connection with such work. The
Engineer may instruct any such work pursuant to this Clause 65.1:
(a) to be executed by the Contractor, but not as daywork, in
which case its value shall be assessed and decided pursuant
to Clause 56; or
(b) to be executed by the Contractor as daywork, in which case
its value shall be assessed and decided pursuant to Clause
55.
65.2 The Engineer may, when considering whether or not to expend any
Provisional Sum, request the Contractor to submit an estimate
detailing the financial, timing and quality effects upon the Works of
executing the work in relation to which the Provisional Sum is stated
in the Pricing Document. The Contractor shall submit the estimate
within 14 (fourteen) days of receipt of the request and if the
Engineer accepts the estimate (which he shall be under no obligation
to do) he shall so notify the Contractor and instruct the work
pursuant to this Clause 65.2 within 14 (fourteen) days of receipt of
the estimate. If the Engineer does not accept the estimate he may
nevertheless instruct the work at any time pursuant to Clause 65.1.
65.3 Without prejudice to Clause 15.2, the Contractor shall be deemed to
have allowed the necessary time and resources (including, without
limitation, establishment and supervisory charges and all other costs)
to enable the work in relation to which Provisional Sums are stated in
the Pricing Document to
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be executed by all relevant Key Dates and within the Tender Total
insofar as, without prejudice to Clause 15.3, the scope and nature of
the work was reasonably foreseeable on the basis of the deeming
provisions of Clause 15.1.
65.4 If, in compliance with any instruction pursuant to Clause 65.1, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate and
which is not recoverable pursuant to Clauses 55, or 56 then, if the
Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or 57,
provided that the Contractor has complied with his obligations
pursuant to Clause 45 and/or Clause 58, as appropriate.
65.5 The Contractor shall, when instructed by the Engineer, obtain and
submit any quotation which the Engineer may reasonably request and
produce all invoices, vouchers and accounts or receipts in connection
with expenditure in respect of Provisional Sums.
CERTIFICATES AND PAYMENT
66. INTERIM PAYMENT SCHEDULE, COST CENTRE VALUES AND MILESTONES
66.1 The Interim Payment Schedule sets out the maximum accumulative
percentage of each Cost Centre Value in relation to each month for
which the Contractor may apply for payment, subject to the achievement
of Milestones and to application for payment in accordance with Clause
67.
66.2 The Cost Centre Values shall be revised by the Engineer.
(a) upon issue of the Letter of Acceptance to the Contractor, by
the deduction of all Provisional Sums; and
(b) upon:
(i) an agreement or instruction pursuant to Clauses
47.5 or 47.6, respectively (Recovery of Delay and
Acceleration of the Works), by adding to the
relevant Cost Centre Value the amount as agreed or
decided by the Engineer pursuant to Clause 47.8;
(ii) a decision pursuant to Clause 56 (valuation), by
adding to or deducting from the relevant Cost
Centre Values the value as decided;
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(iii) a decision to exercise any Option identified in
the Pricing Document or a Special Condition by
adding to or deducting from the relevant Cost
Centre Value, the amount specified in the Pricing
Document or Special Condition; or
(iv) any other decision of the Engineer of an amount or
allowance due to the Contractor under the Contract
(including, without limitation, in respect of any
remeasurement of any quantity of work executed by
the Contractor if permitted by the Pricing
Document) which has not been or will not otherwise
be the subject of an interim payment pursuant to
Clause 67.2(b), by adding to, or, in respect of
any remeasurement of any quantity of work executed
by the Contractor if permitted by the Pricing
Document, by deducting from, the relevant Cost
Centre Values, as appropriate, the amount or
allowance as decided.
66.3 (a) The Engineer may decide which Cost Centre is to be the
relevant Cost Centre for the purpose of Clause 66.2 if and
in so far as the same is not identified in the Pricing
Document, and shall notify the Contractor upon making any
such decision.
(b) Notwithstanding Clause 66.2, the Engineer may decide not to
include a sum payable to the Contractor pursuant to the
Contract in a Cost Centre Value in which case the Engineer
shall notify the Contractor of the decision and the
Contractor may apply for payment of the sum in accordance
with Clause 67.1(b).
66.4 If a Milestone is not achieved by the end of the month in which it is
scheduled to be achieved, the Engineer shall follow the procedure set
out below when certifying payments:
(a) all payments relating to the Cost Centre in which the
Milestone in question has not been achieved shall be
suspended at the amount determined by reference to the
percentage appearing for that Cost Centre in the Interim
Payment Schedule applicable to the month prior to the month
in which the Milestone was due to have been achieved;
(b) payments suspended pursuant to Clause 66.4(a) shall be
resumed by being included in the next application for
interim payment made after the Milestone is achieved or
where the Engineer determines, in his absolute discretion,
that payment to the Contractor should be resumed
notwithstanding the non-achievement of the Milestone, and
the Engineer has notified the Contractor of such
determination, at the percentage of the Cost Centre Value
for the relevant Cost Centre
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appearing in the Interim Payment Schedule applicable to the
month in which the Milestone was due to have been achieved;
and
(c) in relation to the relevant Cost Centre, the Interim Payment
Schedule shall be revised by the Engineer within 21
(twenty-one) days of receipt of an application for
resumption of payments pursuant to Clause 66.4(b) to take
account of:
(i) the date by which, in the Engineer's opinion, the
Milestone next following the non-achieved
Milestone is likely to be achieved;
(ii) any subsequent Milestone which, in the Engineer's
opinion, is not likely to be achieved by its
stipulated date; and
(iii) the earliest subsequent Milestone which, in the
Engineer's opinion, is likely to be achieved by
its stipulated date,
and the Engineer shall notify the Contractor accordingly.
66.5 In addition to the procedure for revision of the Interim Payment
Schedule pursuant to Clause 66.4, if:
(a) the Engineer reviews without objection a revised Works
Programme containing a change to the sequence and timing of
the execution of the Works;
(b) the Engineer grants an extension of time pursuant to Clause
45;
(c) the Contractor adopts recovery of delay or acceleration
measures pursuant to Clause 47;
(d) the Engineer instructs a suspension of the Works or any part
thereof pursuant to Clause 51;
(e) the Engineer instructs a variation pursuant to Clause 54;
(f) the Engineer instructs the expenditure of Provisional Sums
pursuant to Clause 65;
(g) following the suspension of payment pursuant to Clause
66.4(a) the relevant Milestone shall not have been achieved
within 3 (three) months of the date stipulated in the
Schedule of Milestones;
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(h) there shall be a significant change in a Cost Centre Value
by reason of a decision of the Engineer in accordance with
the Contract; or
(i) the Engineer is of the opinion that the Contractor's
negative cashflow is adversely affecting the execution of
the Works,
the Engineer may carry out a detailed examination and review of the
Interim Payment Schedule, the Milestones and the dates stipulated for
their achievement in the Schedule of Milestones and an assessment of
the extent to which the Works have been carried out up to the date of
the review.
66.6 The Contractor shall co-operate with and, to the best of the
Contractor's ability, assist the Engineer in making any detailed
examination pursuant to Clause 66.5 and shall provide all such
information as the Engineer may reasonably request in connection
therewith. If as a result of this detailed examination, the Engineer
is of the opinion that, in relation to any Cost Centre, the
relationship between:
(a) interim payments; and
(b) the progress of the Works,
established by the Interim Payment Schedule as at the date of the
Letter of Acceptance has not been or will not be maintained, then the
Engineer may give 14 (fourteen) days' notice to the Contractor of his
intention to prepare a revised Interim Payment Schedule and/or a
revised Schedule of Milestones which will in his opinion restore, so
far as reasonably practicable, the said relationship. On the
expiration of the said notice and after considering any representation
the Contractor may have made in the meantime, the Engineer shall if he
is still of the opinion that a revision ought to be made, revise the
Interim Payment Schedule and the Schedule of Milestones in any manner
which he sees fit based on the rate of progress of the Works which he
anticipates and with the objective of restoring, so far as reasonably
practicable, the said relationship.
66.7 When making any revision to the Interim Payment Schedule in accordance
with the Contract, the Engineer may reduce or extend the period over
which interim payments may be made.
67. PAYMENT STATEMENTS
67.1 At the beginning of each month the Contractor may apply to the
Engineer for an interim payment in relation to the preceding month.
Each application shall state:
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(a) the amount claimed to be payable pursuant to Clause 67.2(a)
setting out the percentage of each Cost Centre Value claimed
according to the Interim Payment Schedule; and
(b) any other amount claimed to be payable pursuant to a
decision of the Engineer identifying the relevant decision.
As a condition precedent to consideration by the Engineer of any such
application for payment submitted by the Contractor, each application
shall be accompanied by the Monthly Progress Report for the month to
which the application relates.
67.2 Within 30 (thirty) days following receipt of an application in
accordance with Clause 67.1, the Engineer shall issue to the Employer,
with a copy to the Contractor, an interim payment certificate showing
the amount payable by the Employer to the Contractor by way of interim
payment. The interim payment shall be the sum of:
(a) the amounts shown to be due for the month in respect of
which the application is made by reference to the Interim
Payment Schedule in accordance with Clause 66; and
(b) the amounts assessed and decided by the Engineer to be due
in respect of:
(i) Cost incurred, pursuant to Clause 57;
(ii) work executed on a daywork basis, pursuant to
Clause 55; and
(iii) any other amount or allowance to which the
Contractor is entitled under the Contract save
insofar as account has been or will be taken of
the amount or allowance by way of a revision of a
Cost Centre Value pursuant to Clause 66.2;
less:
(c) the Retention Moneys as provided for in Clause 68; and
(d) any amount certified for payment on interim payment
certificates previously issued.
67.3 Subject to any deduction, withholding or condition precedent pursuant
to the Contract, amounts from time to time certified by the Engineer
(including, without limitation, pursuant to Clause 68) shall be paid
in Hong Kong by the Employer to the Contractor within 21 (twenty-one)
days after the date of
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issue of the relevant certificate in accordance with the Contract.
Unless otherwise expressly provided, all payments (including, without
limitation, in respect of decisions of the Engineer pursuant to
Clauses 56 and 57 or otherwise) shall be made either in Hong Kong
Dollars or United States Dollars, as appropriate, depending in which
of those currencies the Tender Total is denominated in the Pricing
Document. No adjustment shall be made to any payment or to the Final
Contract Sum on account of any variation in the exchange rate between
the Hong Kong dollar and any other currency.
67.4 If either the Employer or the Contractor fails to make payment of
amounts due in accordance with the Contract within 21 (twenty-one)
days after the date of issue of the relevant certificate, the Employer
shall pay to the Contractor, or the Contractor shall pay to the
Employer as the case may be, simple interest upon any payment overdue
at the Contract Rate of Interest.
67.5 The Engineer shall have power to omit from any certificate the value
of any work with which he may for the time being be dissatisfied and
for that purpose, or if he considers that the Contractor has been
overpaid under any interim payment certificate, he may by any
certificate delete, correct or modify any sum previously certified by
him.
67.6 Without prejudice to Clause 3.8, no payment certificate issued by the
Engineer shall be conclusive evidence that the quality of materials or
the standard of workmanship used by the Contractor in the execution of
the Works are in accordance with the Contract.
68. RETENTION MONEYS
68.1 Retention Moneys up to 10 (ten) percent of the amount due to the
Contractor from time to time shall be retained until there shall be a
reserve in the hands of the Employer equal to 5 (five) percent of the
Tender Total. If, for any reason, the reserve has a value of less than
the said 5 (five) percent at any time prior to the date of issue of
the Substantial Completion Certificate for the Works or the
Substantial Completion Certificate for the first Section to be
completed (but not thereafter), further Retention Moneys up to 10
(ten) percent of the amounts due to the Contractor from time to time
will be retained until the reserve is restored to 5 (five) percent of
the Tender Total.
68.2 The Retention Moneys retained pursuant to Clause 68.1 shall be held by
the Employer without obligation to invest it or account for interest
thereon or to place it in a designated account.
68.3 (a) Within 7 (seven) days of the date of issue of any
Substantial Completion Certificate for any Section or part
of the Works, the Engineer shall issue to the Employer with
a copy to the Contractor, a retention release certificate,
entitling the Contractor to be paid by the Employer one half
of that part of the Retention Moneys which bears the same
proportion to the whole of the Retention Moneys as the value
of the Section or part at the date of the Letter of
Acceptance bears to the Tender Total. Provided that the
aggregate of all sums
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certified pursuant to this Clause 68.3(a) shall not exceed
one half of the whole of the Retention Moneys.
(b) On the date of issue of the Substantial Completion
Certificate for the Works, the Engineer shall issue to the
Employer, with a copy to the Contractor, a retention release
certificate entitling the Contractor to be paid by the
Employer one half of the whole of the Retention Moneys (less
any sums already certified for release pursuant to Clause
68.3(a)).
(c) Within 28 (twenty-eight) days of the expiry of 12 (twelve)
months from the date of issue of the Substantial Completion
Certificate for the Works, the Engineer shall:
(i) make a bona fide estimate of the total value of:
(a) the works required to be repaired or
replaced by the Contractor; and/or
(b) the works which are still subject to a
Defects Liability Period; and/or
(c) all outstanding works,
(together, the "Value of Residual Works") and
(ii) issue to the Employer, with a copy to the
Contractor, a retention release certificate
entitling the Contractor to be paid by the
Employer the balance of the Retention Moneys, less
a sum which is equivalent to 5 (five) percent of
the Value of Residual Works ("Residual Retention
Moneys").
68.4 On the date of issue of the Defects Liability Certificate, the
Engineer shall issue to the Employer, with a copy to the Contractor, a
retention release certificate entitling the Contractor to be paid by
the Employer one half of the Residual Retention Moneys and the
remainder of the Residual Retention Moneys shall be included with the
Final Certificate.
69. FINAL CERTIFICATE
69.1 Not later than 3 (three) months after the date of issue of the Defects
Liability Certificate, the Contractor shall submit to the Engineer a
statement of final account and supporting documentation showing in
detail the total amount payable in respect of the Works in accordance
with the Contract together with all further sums which the Contractor
considers to be due to him under the Contract up to the date of the
Defects Liability Certificate. Within 3 (three)
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months after receipt of this statement of final account and of all
information reasonably required for its verification, but in no
circumstances earlier than the date of issue of the Defects Liability
Certificate, the Engineer shall issue the Final Certificate. The Final
Certificate shall state the Final Contract Sum, which shall be the sum
of the Cost Centre Values following their final adjustment and of the
amounts finally decided by the Engineer to be due in respect of the
matters identified in Clause 67.2(b). From such sum there shall be
deducted all amounts previously certified by the Engineer and all
amounts which, in the Engineer's opinion, are due to the Employer
pursuant to, or a result of breach of, the Contract and the Final
Certificate shall state the balance, if any, due from the Employer to
the Contractor or from the Contractor to the Employer as the case may
be. The balance of any payment shall be paid to the Contractor and the
balance of any over-payment shall be paid by the Contractor.
69.2 Without prejudice to Clause 3.8, the Final Certificate shall not
amount to, or be deemed to be, conclusive evidence that the quality of
materials or the standard of workmanship used by the Contractor in the
execution of the Works are in accordance with the Contract.
70. DEFAULT OF EMPLOYER TO PAY
70.1 If the Employer fails to pay the Contractor any amount due to be paid
to the Contractor by the Employer within 30 (thirty) days of the last
date upon which the same ought to have been paid in accordance with
the Contract then provided that after the expiry of the said 30
(thirty) days period the Contractor shall have given the Employer
notice requesting the payment to be made and the Employer shall have
remained in default for a further 14 (fourteen) days, the Contractor
shall be entitled, without prejudice to any other right or remedy, to
suspend the execution of the Works or to terminate the Contract by
giving further notice to the Employer. The bona fide exercise or
purported exercise by the Employer of either a right of set-off or
counter-claim or a right under or in connection with the Contract to
deduct amounts from moneys otherwise due shall not be treated as a
failure by the Employer to make a payment for the purposes of this
Clause 70.1.
70.2 Upon the Contractor giving such further notice of suspension or
termination in accordance with Clause 70.1, the property in all
Contractor's Equipment and Temporary Works brought upon the Site by
the Contractor shall thereupon re-vest in the Contractor and the
Contractor shall with all reasonable despatch remove the same from the
Site.
70.3 In the event of such termination, the Employer shall be under the same
obligations to the Contractor in regard to payment as if the Contract
had been terminated pursuant to the provisions of Clause 77.1 (and the
same
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provision shall survive) but in addition to the payments specified in
Clause 77.3, the Employer shall pay to the Contractor the amount of
any loss or damage to the Contractor arising out of or in connection
with or by consequence of such termination.
DEFECTS LIABILITY CERTIFICATE
71. DEFECTS LIABILITY
71.1 Upon the expiry of the Defects Liability Period, or where there is
more than one Defects Liability Period, upon the expiry of all of the
Defects Liability Periods and when all outstanding work referred to in
Clause 52 and all maintenance work referred to in Clause 53 shall have
been completed and any warranty required to be assigned pursuant to
Clause 5.12 shall have been so assigned and provided always that the
Contractor shall have supplied to the Engineer all documents in
compliance with the requirements of the Contract, the Engineer shall
issue the Defects Liability Certificate stating the date on which the
Contractor shall have completed his obligations in respect of the
correction of defects the subject of instructions pursuant to Clause
53.
71.2 Without prejudice to Clause 3.8, the Defects Liability Certificate
shall not amount to, or be deemed to be, conclusive evidence that the
quality of materials or the standard of workmanship used by the
Contractor in the execution of the Works are in accordance with the
Contract
REMEDIES AND POWERS
72. WORK BY OTHERS
72.1 If the Contractor shall fail to execute any work required under or in
connection with the Contract or refuse to comply with any instruction
in accordance with the Contract within a reasonable time, without
prejudice to any other right or remedy of the Employer, the Engineer
may give the Contractor 14 (fourteen) days' notice to execute the work
or comply with the instruction. If the Contractor fails to comply with
the notice, the Employer shall be entitled to execute the work or
implement the instruction by the Employer's own workmen or by third
parties. Without prejudice to any other right or remedy, all
additional expenditure properly incurred by the Employer in having
such work executed or such instruction implemented shall be
recoverable by the Employer from the Contractor.
72.2 If by reason of any accident, failure, emergency or other event
occurring to, in or in connection with the Project, the Works or any
part thereof either during the execution of the Works or during any
Defects Liability Period, any remedial or other work or repair shall
in the Engineer's opinion be urgently
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necessary, and the Contractor is unable or unwilling at once to do the
work or repair, the Employer may by his own or other work people do
the work or repair.
72.3 If the work or repair so done by the Employer is work which, in the
Engineer's opinion, the Contractor was liable to do at his own expense
under or in connection with the Contract, all costs properly incurred
by the Employer in so doing shall on demand be paid by the Contractor
to the Employer or may be deducted by the Employer from any moneys due
or which may become due to the Contractor.
73. INSOLVENCY OR CHANGE IN CONTROL
73.1 If the Contractor (which, without prejudice to Clause 1.2.3, means for
the purposes of this Clause 73.1, any of the entities comprising the
Contractor) shall be in default in that the Contractor:
(a) becomes insolvent or has a receiving order made against the
Contractor or makes an arrangement or assignment or
composition with or in favour of the Contractor's creditors
or agrees to carry out the Contract under a committee of
inspection of the Contractor's creditors, or goes into
liquidation or commences to be wound up, not being a
members' voluntary winding up for the purpose of
amalgamation or reconstruction to which the Employer has
given his prior consent, such consent not to be unreasonably
withheld, or has a receiver, liquidator, trustee or similar
officer appointed over all or any part of the Contractor's
undertaking or assets or if distress, execution or
attachment is levied on, or if an encumbrancer takes
possession of any of the Contractor's assets, or any
proceeding or step is taken which has an effect comparable
to the foregoing in any relevant jurisdiction;
(b) without the prior consent of the Employer, becomes a
subsidiary, within the meaning of the Companies Ordinance
(Cap 32) or the equivalent in any relevant jurisdiction of a
company of which the Contractor was not a subsidiary on the
date of the Letter of Acceptance or if by virtue of any
agreement, offer or scheme the Contractor comes under the
control of two or more firms or companies acting in concert
so that if they were one company the Contractor would be the
company's subsidiary; or
(c) is in breach of Clause 4,
then the Employer may give notice to the Contractor pursuant to Clause
74.1.
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74. FORFEITURE
74.1 If the circumstances of default referred to in Clause 73 occur or if
the Engineer shall have certified to the Employer that, in the
Engineer's opinion, the Contractor:
(a) has abandoned the Contract;
(b) without reasonable excuse has failed to commence the Works
pursuant to Clause 42 or has suspended the execution of the
Works, any Section or any other part of the Works for 14
(fourteen) days after receiving from the Engineer notice to
proceed;
(c) has failed to remove work from the Site or to pull down and
replace work for 14 (fourteen) days after receiving from the
Engineer notice that the said work has been rejected by the
Engineer;
(d) despite a written warning by the Engineer, is failing, in
the Engineer's opinion, to proceed with the Works with due
diligence or is persistently or significantly in breach of
his obligations;
(e) has sub-let the Works or has sub-let any Section or any
other part of the Works without consent; or
(f) is in breach of Clauses 14 or 30,
then the Employer may:
(g) in the circumstance of default referred to in Clause 73,
forthwith by the service of a notice to the Contractor; or
(h) in the circumstance of default referred to in this Clause
74.1(a) to (f), after giving at least 7 (seven) day's notice
to the Contractor, by the service of a written further
notice,
terminate the Contractor's employment under the Contract and, if the
Contractor is on the Site, enter upon the Site and expel the
Contractor therefrom without thereby avoiding the Contract or
releasing the Contractor from any of his obligations or liabilities or
affecting the rights and powers conferred on the Employer or the
Engineer by the Contract. Thereafter, the Employer may execute the
Works or any part thereof or may employ any third party to execute the
same and the Employer or such third party may use, to execute the
Works, any of the Contractor's Equipment, Temporary Works and
Permanent Works which have become the property of the Employer
pursuant to Clauses 60 and 61 and the Employer may at any time sell
any of
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the said Contractor's Equipment, Temporary Works and Permanent Works
and apply the proceeds of sale in or towards the satisfaction of any
sum due or which may become due to the Employer from the Contractor
under or in connection with the Contract.
74.2 If the Employer terminates the Contractor's employment pursuant to
this Clause 74, the Contractor shall forthwith assign to the Employer,
as instructed by the Employer, the benefit of any agreement for the
execution of any work for the purposes of the Contract which the
Contractor may have entered into and, if so instructed by the
Employer, shall enter into novation agreements, in such form as the
Employer may reasonably require, in respect of the said agreements.
74.3 If the Employer terminates the Contractor's employment pursuant to
this Clause 74 the Employer shall not be liable to pay to the
Contractor any money on account of the Contract until the expiration
of the Defects Liability Period or the last Defects Liability Period
and thereafter until the cost of completion of the Works pursuant to
Clause 74.1, maintenance, damages for delay in completion (if any) and
all other expenses incurred by the Employer have been ascertained and
the amount thereof certified by the Engineer. The Contractor shall
then be entitled to receive only such sum or sums (if any) as the
Engineer may certify which would have been due to the Contractor upon
completion of the Works by him after deducting the said amount. If
such amount exceeds the sum which would have been payable to the
Contractor on completion of the Works by him then the Contractor shall
upon demand pay to the Employer the amount of the excess and it shall
be deemed to be a debt due by the Contractor to the Employer and shall
be recoverable accordingly.
74.4 As soon as may be practicable after any such termination by the
Employer, the Engineer shall assess and decide:
(a) the amount (if any) which had been earned by or would accrue
to the Contractor in respect of work actually done by him
under or in connection with the Contract; and
(b) the value of any unused or partially used parts of the
Permanent Works and any Contractor's Equipment and Temporary
Works which had become the property of the Employer pursuant
to Clauses 60 and 61,
and shall give notice of his decision to the Employer and the
Contractor.
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75. RECOVERY OF MONEY DUE TO THE EMPLOYER
75.1 All damages, costs, charges, expenses, debts or sums for which the
Contractor is liable to the Employer in accordance with any provision
of the Contract, as a result of a breach of any such provision may be
deducted by the Employer from moneys (including, without limitation,
Retention Moneys) due to the Contractor in accordance with the
Contract. The Employer shall have the power to recover any balance by
deducting it from moneys due to the Contractor in accordance with any
other contract between the Employer and the Contractor.
75.2 All damages, costs, charges, expenses, debts or sums for which the
Contractor is liable to the Employer pursuant to any term of any other
contract between the Contractor and the Employer, as a result of a
breach of any such provision may be deducted by the Employer from
moneys due to the Contractor in accordance with the Contract.
75.3 If, in the Engineer's opinion, the Employer may claim any deduction
pursuant to this Clause 75, the Engineer shall issue a certificate
stating his bona fide estimate of amounts deductible and the estimate
certified shall bind the Contractor until otherwise agreed between the
Employer and the Contractor or resolved pursuant to Clause 78,
provided that such estimate shall not prejudice such resolution. The
Engineer shall, upon request from the Contractor, give to the
Contractor in writing the grounds upon which the Engineer's opinion
was based and reasonable details of the quantification of the estimate
certified.
FRUSTRATION, TERMINATION AND SPECIAL RISKS
76. FRUSTRATION
76.1 In the event that either party considers that the Contract has been
frustrated by any event recognised by law as amounting to frustration,
such party shall give notice to that effect to the other party ("the
notice of frustration"). The party receiving a notice of frustration
shall, within 14 (fourteen) days of receipt, issue a notice to the
other party either accepting the notice of frustration (in which case
the Contract shall be deemed to have been frustrated on the date of
the notice of frustration) or challenging the same. If the party
receiving the notice of frustration challenges the same, or fails to
respond thereto within 14 (fourteen) days of receipt, a Dispute shall
be deemed to have arisen.
76.2 In the event of the Contract being frustrated, the sum payable by the
Employer to the Contractor in respect of that part of the Works
executed up to the date of frustration shall be the same as that which
would have been payable pursuant to Clause 77 if the Contract had been
terminated thereunder.
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77. SPECIAL RISKS
77.1 If, before the Defects Liability Certificate shall have been issued
pursuant to Clause 71, there shall be:
(a) an outbreak of war (whether war be declared or not) in any
part of the world which, whether financially or otherwise,
materially affects the execution of the Works;
(b) an invasion of Hong Kong;
(c) acts of terrorists in Hong Kong;
(d) civil war, rebellion, revolution, insurrection or military
or usurped power in Hong Kong;
(e) riot, commotion or disorder in Hong Kong otherwise than
amongst the employees of the Contractor or any of his
subcontractors of any tier currently or formerly engaged on
the Works;
(f) ionising radiation, or contamination by radioactivity from
any nuclear fuel, or from any nuclear waste from the
combustion of nuclear fuel, radioactive, toxic, explosive,
or other hazardous properties of any explosive nuclear
assembly or nuclear component thereof, unless the sources or
cause of the radiation, radioactivity or other hazard is
brought to or near the Site by the Contractor or any of his
subcontractors of any tier; or
(g) pressure waves caused by aircraft or other aerial devices
travelling at sonic or supersonic speeds
(referred to in this Clause 77 as the "special risks"), the Contractor
shall, unless and until the Contract is terminated pursuant to this
Clause 77, use his best endeavours to:
(h) continue with the execution of the Works in accordance with
the Contract;
(i) submit for review, proposals setting out the manner in which
the Contractor proposes to complete the execution of the
Works; and
(j) if the proposals are reviewed without objection, complete
the execution of the Works in accordance therewith,
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provided that the Employer shall be entitled, at any time after
occurrence of any of the special risks, to terminate the Contract
(with the exception of the provisions of Clauses 27, 29, this Clause
77 and Clause 78 and any other provision which is expressly stated to
survive termination of the Contract or is necessary for interpretation
of the aforesaid Clauses or in relation to work executed prior to
termination) by giving notice to the Contractor. Upon the notice being
given, the Contract shall terminate but without prejudice to the
claims of either party in respect of any antecedent breach thereof.
77.2 If there is a termination pursuant to the proviso to Clause 77.1, the
Contractor shall make safe the Site and with all reasonable despatch
remove all Contractor's Equipment and Temporary Works.
77.3 If there is a termination in accordance with the proviso to Clause
77.1, the Contractor shall be paid by the Employer, in so far as such
items have not already been covered by interim payments made to the
Contractor:
(a) the total of the value of all work executed prior to the
date of termination;
(b) the Cost of any part of the Permanent Works or services
properly ordered for the Works for which the Contractor
shall have paid or for which the Contractor is legally bound
to pay and on such payment by the Employer the part of the
Permanent Works or product of the services so paid for shall
become the property of and shall be delivered to the
Employer; and
(c) a sum to be certified by the Engineer in respect of the Cost
incurred by the Contractor in the expectation of completing
the Works in so far as the Cost shall not have been paid in
accordance with any other provision of this Clause 77.
77.4 Whether the Contract shall be terminated pursuant to this Clause 77 or
not, the following provisions shall apply, or be deemed to have
applied, as from occurrence of any of the special risks,
notwithstanding anything expressed in or implied by the other
provisions of the Contract:
(a) the Contractor shall have no liability whatsoever, by way of
indemnity or otherwise, for or in respect of damage to parts
of the Permanent Works on the Site or to property (other
than parts of the Permanent Works off the Site, property of
the Contractor including property temporarily vested in the
Employer pursuant to Clause 60 or property hired by the
Contractor for the purposes of executing the Works) whether
of the Employer or of third parties or for or in respect of
injury or loss of life to persons which damage, injury or
loss is the
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consequence whether direct or indirect of the occurrence of
any of the special risks and the Employer shall indemnify
the Contractor against all liability whatsoever in relation
thereof or in relation thereto;
(b) if the Permanent Works or Temporary Works are destroyed or
damaged by reason of any of the special risks, the
Contractor shall nevertheless make good the destruction or
damage so far as may be instructed by the Engineer or as may
be necessary for the execution of the Works or for safety.
If, in compliance with his obligations pursuant to this
Clause 77, the Contractor is prevented from achieving any
Stage or substantially completing the Works or any Section
by the relevant Key Date or incurs Cost in making good under
this Clause 77.4(b) which the Contractor did not and had no
reason to anticipate then, if the Contractor claims
additional time and/or payment therefor, the Engineer shall
give a decision pursuant to Clause 45 and/or (in relation to
the said making good only) Clause 56 and/or 57, provided
that the Contractor has complied with his obligations
pursuant to Clause 45 and/or Clause 58, as appropriate; and
(c) destruction, damage, injury or loss of life caused by the
explosion or impact, whenever and wherever occurring, of any
mine, bomb, shell, grenade or other projectile, missile or
munition of war shall be deemed to be a consequence of the
special risks.
DISPUTE RESOLUTION
78. DISPUTE RESOLUTION
NOTICE OF DISPUTE
78.1 Any and all Disputes shall be dealt with in accordance with this
Clause 78.
78.2 Upon any Dispute arising, the aggrieved party shall serve on the other
party (with a copy to the Engineer) a notice stating the nature of the
Dispute and on the service of any such notice, a Dispute shall be
deemed to have arisen. A Dispute shall be deemed not to have arisen in
the absence of the service of such a notice.
DECISION OF THE ENGINEER
78.3 Within 28 (twenty eight) days of a Dispute being notified under Clause
78.2, either:
(a) the Engineer shall decide the Dispute and give notice of his
decision to the Employer and the Contractor; or
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(b) in the case of a Dispute arising from a decision of the
Engineer in accordance with a direction of the Employer
pursuant to the provisions referred to in Clause 2.2, the
Engineer shall notify the Contractor and the Employer that
his decision was the subject of such a direction.
78.4 Unless the Contract has been terminated or abandoned or the Employer
has exercised his rights pursuant to Clause 74, the Contractor shall,
notwithstanding the reference of a Dispute to the Engineer in
accordance with Clause 78.3, continue with the execution of the Works
in accordance with the Contract regardless of the nature of the
Dispute and the Employer and the Contractor shall give effect
forthwith to every decision of the Engineer in accordance with Clauses
78.3(a) and (b), which shall be final and binding on the Contractor
and the Employer except and to the extent that it is revised by
agreement (whether or not arising out of mediation) or an arbitral
award.
REFERENCE TO ARBITRATION
78.5 If:
(a) the Engineer fails to give a decision or notice in
accordance with Clause 78.3; or
(b) either the Contractor or the Employer is dissatisfied with a
decision of the Engineer pursuant to Clause 78.3,
then within 28 (twenty-eight) days of:
(i) the expiry of the period referred to in Clause 78.3; or
(ii) receipt of the decision or notice of the Engineer,
but not otherwise, either the Contractor or the Employer, as
appropriate, may give notice to the other requiring the Dispute to be
referred to arbitration.
COMPULSORY MEDIATION
78.6 Where a Dispute is referred to arbitration pursuant to this Clause 78,
no step shall be taken in the reference unless and until the
Contractor or the Employer, as appropriate, has served a notice on the
other requiring the Dispute to be referred to a mediator for
resolution in accordance with the Mediation Rules, and the Contractor
and the Employer have attempted bona fide to resolve the Dispute by
mediation in accordance with the Mediation
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Rules with which they shall both comply. Unless the Employer and the
Contractor otherwise agree, any notice under this Clause 78.6 shall be
served within 30 (thirty) days after a reference to arbitration
pursuant to Clause 78.5.
78.7 Notwithstanding any reference to arbitration and mediation in
accordance with Clauses 78.5 and 78.6, the Contractor shall continue
with the execution of the Works in accordance with the Contract,
regardless of the nature of the Dispute.
CONTINUATION OF ARBITRATION
78.8 If a Dispute is not settled by an agreement resulting from a mediation
conducted in accordance with Clause 78.6, the Employer or the
Contractor, as appropriate, may within 90 (ninety) days of the date of
termination of the mediation pursuant to the Mediation Rules, but not
otherwise, continue with the reference to arbitration made in
accordance with Clause 78.5 by the service of a notice on the other
party stating his intention to proceed with the reference to
arbitration, and such reference shall be subject to the following
provisions of this Clause 78, and shall be conducted in accordance
with the Arbitration Rules.
78.9 Save in cases where the Works are abandoned or the Contract, or the
Contractor's employment thereunder, has been terminated, and save as
provided in Paragraph 1 of the Arbitration Rules, no steps shall be
taken in any reference of a Dispute to arbitration until after the
substantial completion or alleged substantial completion of the Works
except with the consent of the Contractor and the Employer, provided
that:
(a) the issuance of the Substantial Completion Certificate for
the Works shall not be a condition precedent to taking any
step in the reference; and
(b) no decision given by the Engineer in accordance with the
foregoing provisions shall disqualify him from being called
as a witness and giving evidence before an arbitrator on any
matter whatsoever relevant to a Dispute so referred to
arbitration as aforesaid.
78.10 Any Dispute referred to arbitration pursuant to this Clause 78 shall
be a domestic arbitration for the purposes of Part II of the
Arbitration Ordinance (cap 341).
78.11 Save as otherwise provided, the arbitrator shall have full power to
direct such valuation as may, in his opinion, be desirable in order to
determine the rights of the parties and to ascertain and award any sum
which ought to have been the subject of or included in any certificate
and to open up, review and revise
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any notice, opinion, determination, decision, request, withholding of
permission or consent, certificate or instruction of the Engineer
relating to the Dispute. The arbitrator shall have full power to order
the rectification of the Contract, subject to any rule of law which
would restrict this power.
CONSOLIDATION
78.12 The Employer may by notice to the Contractor require that:
(a) any Dispute referred to arbitration pursuant to this Clause
78 shall be referred to the arbitrator appointed or to be
appointed in the arbitration of any dispute or difference in
connection with the Project (whether or not relating to
issues similar to those in the Dispute) between the Employer
and any party other than the Contractor; or
(b) any dispute or difference in connection with the Project
(whether or not relating to issues similar to those in the
Dispute) between the Employer and any party other than the
Contractor shall be referred to the arbitrator appointed or
to be appointed in the arbitration of any Dispute referred
pursuant to this Clause 78,
and any Dispute, dispute or difference as aforesaid shall be so
referred and the Contractor shall accept the reference. Any such
arbitrator shall have full power to give such orders and directions as
he shall think fit in relation to the conduct of any Dispute, dispute
or difference including, but not limited to, the power to order
consolidation and hearing together, sequentially or separately.
JURISDICTION OF THE COURTS OF HONG KONG
78.13 Subject to the foregoing provisions of this Clause 78, the Contractor
and the Employer agree to submit to the non-exclusive jurisdiction of
the Courts of Hong Kong. Without prejudice to the generality of their
powers, the Courts of Hong Kong shall have power to direct such
valuations as may, in their opinion, be desirable in order to
determine the rights of the parties and to ascertain and award any sum
which ought to have been the subject of or included in any certificate
and to open up, review and revise any notice, opinion, determination,
decision, request, withholding of permission or consent, certificate
or instruction of the Engineer relating to the Dispute and to
determine all matters in dispute in the same manner as if no such
notice, opinion, determination, decision, request, withholding of
permission or consent, certificate or instruction had been given,
issued or made.
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NOTICES
79. SERVICE OF NOTICES
79.1 Any document arising under, out of or in connection with the Contract
shall be served on the Employer or the Contractor at the address
stated in the Articles of Agreement, or such other address in Hong
Kong as may be notified to the other party expressly for the purpose
of service of documents. Service of documents may be by hand or by
post or, subject to Clause 79.2, by facsimile.
79.2 Documents may be served by facsimile only if the recipient has
previously notified the other party that he is prepared to accept
service of documents or a document in that fashion. It shall be a
condition of valid service by facsimile that a hard copy be served on
the recipient pursuant to Clause 79.1 within 7 (seven) days.
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SCHEDULE 1
FORM OF SUB-CONTRACTOR WARRANTY
This page left blank intentionally
SCHEDULE 1
FORM OF SUB-CONTRACTOR WARRANTY
THIS AGREEMENT is made the day of 200[ ] [SEE NOTE 1].
BETWEEN:
1. [Insert name of Company] a company incorporated in and in accordance
with the laws of [Insert Jurisdiction of Incorporation] of [Insert
Registered Address of Company] [SEE NOTE 2] ("the Sub-Contractor"); and
2. THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract Number] - [Insert Contract
Name]) ("the Contract") made between the Employer and the Contractor,
the Contractor agreed to execute the Works upon the terms contained in
the Contract.
(B) The Sub-Contractor has had an opportunity of reading and noting the
provisions of the Contract (other than details of the Contractor's
prices and rates).
(C) Pursuant to the Contract, the Contractor wishes to enter into an
agreement with the Sub-Contractor ("the Sub-Contract") for the
Sub-Contractor to carry out and complete a part of the Works as more
particularly described in the Sub-Contract ("the Sub-Contract Works").
(D) The Contract stipulates that the Contractor shall obtain the consent of
the Engineer (as identified in the Contract) before entering into the
Sub-Contract, and that the Contractor shall procure that the
Sub-Contractor executes a warranty in favour of the Employer.
- 1/8 -
NOW IT IS HEREBY AGREED as follows:
1. Where applicable, words and expressions used in this Warranty shall have
the meaning assigned to them in the Contract.
2. In consideration of the Employer accepting this Warranty pursuant to the
Contract and the Engineer consenting to the Contractor and the
Sub-Contractor entering into the Sub-Contract, the Sub-Contractor
warrants and undertakes to the Employer that:
(a) he shall execute the Sub-Contract Works, and has carried out and
will carry out each and all of the obligations, duties and
undertakings of the Sub-Contractor under the Sub-Contract when
and if such obligations, duties and undertakings shall become
due and performable, in accordance with the terms of the
Sub-Contract (as the same may from time to time be varied or
amended with the consent of the Engineer); and
(b) he shall supply the Engineer with all information which the
Engineer may reasonably require from time to time in relation to
the progress of the Sub-Contract Works.
3. The Sub-Contractor undertakes to indemnify the Employer against each and
every liability which the Employer may have to any person whatsoever and
against any claims, demands, proceedings, loss, damages, costs and
expenses sustained, incurred or payable by the Employer to the extent
arising from breach of this Warranty by the Sub-Contractor provided that
the Sub-Contractor shall have no greater liability to the Employer by
virtue of this Clause 3 than the liability of the Contractor to the
Employer under the Contract to the extent that the same shall have
arisen by reason of any breach by the Sub-Contractor of his obligations
under the Sub-Contract.
4. No allowance of time by the Employer hereunder or by the Contractor
under the Sub-Contract nor any forbearance or forgiveness in or in
respect of any matter or thing concerning this Warranty or the
Sub-Contract on the part of the Employer or the Contractor, nor anything
that the Employer or the Contractor may do or omit or neglect to do,
shall in any way release the Sub-Contractor from any liability under
this Warranty.
5. The Sub-Contractor agrees that he will not, without first giving the
Employer not less than 21 (twenty-one) days' prior notice in writing,
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exercise any right he may have to terminate the Sub-Contract or his
employment thereunder or withhold performance of his obligations under
the Sub-Contract.
6. (a) Notwithstanding anything to the contrary in the Sub-Contract, if
the Contract or the employment of the Contractor under the
Contract is terminated for any reason whatsoever and if so
requested by the Employer in writing within 21 (twenty-one) days
of such termination, the Sub-Contractor shall enter into a
novation agreement with the Employer and the Contractor in which
the Sub-Contractor will undertake, inter a1ia, to perform the
Sub-Contract and be bound by its terms as if the Employer had
originally been named as a contracting party in place of the
Contractor and as if neither the Contract or the Contractor's
employment thereunder nor the Sub-Contract or the
Sub-Contractor's employment thereunder had been terminated. The
said novation agreement will be in such form as the Employer may
reasonably require.
(b) If the Employer does not require the Sub-Contractor to enter
into a novation agreement as required by Clause 6(a) above, the
Sub-Contractor shall have no claim whatsoever against the
Employer for any damage, loss or expense howsoever arising out
of or in connection with this Warranty.
7. Insofar as the copyright or other intellectual property rights (in Hong
Kong or any country) in any plans, calculations, drawings, documents,
materials, know-how and information relating to the Sub-Contract Works
shall be vested in the Sub-Contractor, the Sub-Contractor grants to the
Employer, his successors and assigns a royalty free, non-exclusive and
irrevocable licence (carrying the right to grant sub-licences) to use
and reproduce any of the works, designs or inventions incorporated and
referred to in such documents or materials and any such know-how and
information for all purposes relating to the Works or the Project
(including without limitation the design, construction, reconstruction,
completion, maintenance, reinstatement, extension, repair and operation
of the Works or any part of the Project). To the extent that beneficial
ownership of any such copyright or other intellectual property right is
vested in anyone other than the Sub-Contractor, the Sub-Contractor shall
use his best endeavours to procure that the beneficial owner thereof
shall grant a like licence to the Employer. Any licence granted pursuant
to this Clause 7 shall not be determined if the Sub-Contractor shall for
any reason cease to be employed in connection with the Sub-Contract
Works and the Sub-Contractor shall execute all documents and take all
such other
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steps as may be necessary to effect and protect the licences (including,
without limitation, registration and notification to purchasers of the
Sub-Contractor's or other owner's rights).
8. If there is any ambiguity or conflict between the terms of the
Sub-Contract and this Warranty, the terms of this Warranty shall
prevail.
9. The provisions of this Warranty shall be without prejudice to and shall
not be deemed or construed so as to limit or exclude any right or remedy
which the Employer may have against the Sub-Contractor whether in tort
or otherwise.
10. (a) The Employer shall be entitled at any time, without the consent
of the Sub-Contractor, to assign or transfer the benefit of this
Warranty or any part thereof, any interest thereon or thereunder
and any right thereunder, whether past, existing or future, to
any third party.
(b) In the event of any such assignment or transfer by the Employer
in accordance with Clause 10(a) above, such assignee or
transferee shall from the date thereof have the same rights,
powers and remedies as it would have had if it had at all times
been the Employer under this Warranty. Without prejudice to the
generality of the foregoing, all losses, costs, demands, claims
proceedings or any other rights or benefits whatsoever, (whether
past, present or future) of the Employer related to or in any
way connected with or arising out of this Warranty, shall be
deemed to be those of any assignee or transferee of the
Employer.
11. All documents arising out of or in connection with this Warranty shall
be served:
(a) upon the Employer at [Insert Address]; and
(b) upon the Sub-Contractor, at [Insert Address], Hong Kong [SEE
NOTE 3].
12. The Employer and the Sub-Contractor may change their respective
nominated addresses for service of documents to another address in Hong
Kong by providing not less than five business days' written notice to
each other. All demands and notices shall be in writing and in English.
13. Subject to Clause 15, any dispute or difference of any kind whatsoever
between the Employer and the Sub-Contractor arising under, and out of
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or in connection with this Warranty shall be referred to arbitration and
the reference shall be a domestic arbitration for the purpose of Part II
of the Arbitration Ordinance (Cap. 341). The reference to arbitration
shall be conducted in accordance with the Arbitration Rules. References
in such rules to "Dispute" shall be deemed to include any dispute or
difference between the Employer and the Sub-Contractor.
14. The arbitrator shall have full power to open up, review and revise any
decision, opinion, instruction, notice, order, direction, withholding of
approval or consent, determination, certificate, statement of objection,
assessment or valuation of the Engineer or the Contractor relating to
the dispute or difference.
15. The Employer may by notice to the Sub-Contractor require that:
(a) any dispute or difference to be referred to arbitration pursuant
to Clause 13 shall be referred to the arbitrator appointed or to
be appointed in the arbitration of any dispute or difference in
connection with the Project between the Employer and any party
other than the Sub-Contractor; or
(b) any dispute or difference in connection with the Project between
the Employer and any party other than the Sub-Contractor shall
be referred to the arbitrator appointed or to be appointed in
the arbitration of any dispute or difference referred pursuant
to Clause 13,
and any dispute or difference as aforesaid shall be so referred and the
Sub-Contractor shall accept such reference. Any such arbitrator shall
have full power to give such orders and directions as he shall think fit
in relation to the conduct of any disputes or differences including, but
not limited to, the power to order consolidation and hearing together,
sequentially or separately.
16. This Warranty and all disputes arising under, out of or in connection
therewith shall be governed by and construed according to the laws for
the time being in force in Hong Kong and, subject to Clause 13, the
Sub-Contractor agrees to submit to the non-exclusive jurisdiction of the
Courts of Hong Kong.
IN WITNESS whereof this Warranty has been executed as a deed on the date first
before written.
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THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION is hereunto )
affixed by authority of the Managing Board; )
signed by: )
---------------------------- ----------------------------
(Authorized Signature) (Authorized Signature)
---------------------------- ----------------------------
(Witness) (Witness)
THE COMMON SEAL of )
[Insert name of Company] )
was affixed hereto )
in the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Company] )
as lawful attorney of the Sub-Contractor under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
--------------------------
[SEE NOTE 4]
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NOTES FOR GUIDANCE IN PREPARATION
OF WARRANTY BY SUB-CONTRACTOR
These notes are prepared in order to assist the Sub-Contractor in the
preparation of the Warranty and cross refer to the note references contained in
the draft Warranty. The note references contained in the draft Warranty shall be
deleted-from the engrossment of the Warranty when prepared by the
Sub-Contractor.
NOTE 1
At the time of preparation of the Warranty by the Sub-Contractor, the date
should be left blank. The date will be inserted by the Employer at the time of
execution of the Warranty by him.
NOTE 2
The name, place of incorporation and registered address of the Sub-contractor
shall be inserted.
NOTE 3
The address for service shall be in Hong Kong.
NOTE 4
The Sub-Contractor shall execute the warranty under seal.
This may be done either by:
(a) affixing the Corporate Seal of the Sub-Contractor in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Sub-Contractor; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Sub-Contractor in accordance with its
Articles of Association or other constitutional documents.
The following documents shall be submitted with the executed warranty:
1. if executed by affixing the Corporate Seal:
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(a) an extract from the Sub-Contractor's Articles of Association or
other constitutional documents dealing with the execution of
documents by use of the Corporate Seal of the Sub-Contractor;
and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Sub-Contractor by which the
execution of the Warranty was approved;
2. if executed by an attorney on behalf of the Sub-Contractor:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Sub-Contractor to execute documents on its
behalf; and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Sub-Contractor's Articles of Association or
other constitutional documents dealing with the appointment of
attorneys, together with confirmation of the position or office
held by the person giving the Power of Attorney; and
3. if the Sub-Contractor is incorporated outside of Hong Kong, a legal
opinion, if required by the Employer, in a form that shall be provided
to the Sub-Contractor confirming the validity of the execution of the
Warranty and of any Power of Attorney.
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SCHEDULE 2
FORM OF INDEPENDENT CHECKING ENGINEER WARRANTY
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SCHEDULE 2
FORM OF INDEPENDENT CHECKING ENGINEER WARRANTY
THIS AGREEMENT is made the day of 200[ ] [SEE NOTE 1].
BETWEEN:
(1) [Insert name of Independent Checking Engineer] a company incorporated in
and in accordance with the laws of [Insert Jurisdiction of
Incorporation] [SEE NOTE 2] of [Insert Registered Address of Independent
Checking Engineer] ("the Independent Checking Engineer"); and
(2) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract Number] - [Insert Contract
Name]) ("the Contract") made between the Employer and [Insert name of
Contractor] ("the Contractor"), the Contractor has agreed to execute the
Works upon the terms contained in the Contract.
(B) The Contractor and the Independent Checking Engineer have entered into
an agreement ("the Design Check Agreement") by which the Independent
Checking Engineer has undertaken the design checking obligations
specified in the Contract.
(C) The Design Check Agreement stipulates that the Independent Checking
Engineer is obliged to provide the Employer with an executed warranty in
the terms hereof.
NOW IT IS HEREBY AGREED as follows:
1. In this Warranty, words and expressions shall have the meanings assigned
to them in the Contract, except where the context otherwise requires.
2. The Independent Checking Engineer warrants and undertakes to the
Employer that it has exercised and will in carrying out the duties and
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functions ascribed to it in the Design Check Agreement, continue to
exercise all the skill and care to be expected of a professionally
qualified and competent Independent Checking Engineer experienced in
carrying out services which are of a similar nature and scope as the
services to be performed under the Design Check Agreement.
3. The Independent Checking Engineer undertakes to indemnify the Employer
against each and every liability which the Employer may have to any
person whatsoever and against any claims, demands, proceedings, loss,
damages, costs and expenses sustained, incurred or payable by the
Employer to the extent arising from breach of this Warranty by the
Independent Checking Engineer, provided that the Independent Checking
Engineer shall have no greater liability to the Employer by virtue of
this Clause 3 than the liability of the Independent Checking Engineer to
the Contractor under the Design Check Agreement to the extent that the
same shall have arisen by reason of any breach by the Independent
Checking Engineer of his obligations under the Design Check Agreement.
4. No allowance of time by the Employer under the Contract or by the
Contractor under the Design Check Agreement nor any forbearance or
forgiveness in or in respect of any matter or thing concerning this
Warranty or the Design Check Agreement on the part of the Employer or
the Contractor nor anything that the Employer or the Contractor may do
or omit or neglect to do, shall in any way release the Independent
Checking Engineer from any liability under this Warranty.
5. The Independent Checking Engineer agrees that he will not without first
giving the Employer not less than 21 (twenty one) days' prior notice in
writing exercise any right he may have to terminate the Design Check
Agreement or his employment thereunder or withhold performance of his
obligations under the Design Check Agreement
6. (a) Notwithstanding anything to the contrary in the Design Check
Agreement, if the Contract or the employment of the Contractor
under the Contract is terminated for any reason whatsoever and
if so requested by the Employer in writing within 21 (twenty
one) days of such termination, the Independent Checking Engineer
shall enter into a novation agreement with the Employer and the
Contractor in which the Independent Checking Engineer will
undertake, inter alia, to perform the Design Check Agreement and
be bound by its terms as if the Employer had originally been
named as the contracting party in place of the Contractor and as
if neither the Contract or the Contractor's employment
thereunder had been terminated. The said novation agreement will
be in such form as the Employer may reasonably require.
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(b) If the Employer does not require the Independent Checking
Engineer to enter into a novation agreement as required by
Clause 6(a) above, the Independent Checking Engineer shall have
no claim whatsoever against the Employer for any damage, loss or
expense howsoever arising out of or in connection with this
Warranty.
7. Except to the extent (if any) expressly permitted by the Design Check
Agreement, the Independent Checking Engineer shall not sub-contract any
of his obligations under the Design Check Agreement without the prior
written consent of the Employer.
8. The Independent Checking Engineer acknowledges that the Employer shall
be entitled to assign the benefit of this Warranty at any time without
the consent of the Independent Checking Engineer being required.
9. The Independent Checking Engineer undertakes that no material variation
or amendment to or waiver of the terms of the Design Check Agreement
shall be agreed with the Contractor without the prior written consent of
the Employer.
10. Nothing in this Warranty shall be taken as diminishing or increasing any
liability on the part of the Independent Checking Engineer under the
Design Check Agreement.
11. The Independent Checking Engineer acknowledges that it has not relied on
any information relating to the Project, the Site or the Works provided
directly or indirectly by the Employer and that the Employer shall have
no liability or responsibility to the Independent Checking Engineer for
any such information in the absence of fraud.
12. (1) Insofar as the patent, copyright or other intellectual property
rights in any plans, calculations, drawings, documents,
materials, know-how and information relating to the execution of
the Works shall be vested in the Independent Checking Engineer,
the Independent Checking Engineer grants to the Employer a
royalty-free, non-exclusive and irrevocable licence (carrying
the right to grant sub-licences) to use and reproduce any of the
works, designs or inventions incorporated and referred to in
such documents or materials and any such know-how and
information for all purposes relating to the Works (including,
without limitation, the design, construction, reconstruction,
completion, maintenance, reinstatement, extension, repair and
operation of the Works). To the extent beneficial ownership of
any such patent, copyright or other
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intellectual property right is vested in anyone other than the
Independent Checking Engineer, the Independent Checking Engineer
shall use its reasonable endeavours to procure that the
beneficial owner thereof shall grant a like licence to the
Employer. Any such licence granted shall not be determined if
the Design Check Agreement shall be revoked or expire or if the
Design Check Agreement shall be terminated.
(2) In the event of the Independent Checking Engineer ceasing to be
employed under the Design Check Agreement for any reason
whatever, the Independent Checking Engineer shall provide to the
Employer for the retention and use by it, all drawings,
diagrams, specifications, calculations and other data and
information which the Independent Checking Engineer has prepared
or are within its possession or control relating to the Works
whether or not previously provided.
13. All documents arising out of or in connection with this Warranty shall
be served:
(1) upon the Employer at [Insert Address]; and
(2) upon the Independent Checking Engineer at [Insert Address], Hong
Kong. [SEE NOTE 3]
14. The Employer and the Independent Checking Engineer may change their
respective nominated addresses for service of documents to another
address in Hong Kong but only by prior written notice to each other. All
demands and notices must be in writing.
15. This Warranty shall be governed by and construed according to the laws
for the time being in force in Hong Kong and, subject to Clause 16, the
Independent Checking Engineer agrees to submit to the non-exclusive
jurisdiction of the Courts of Hong Kong.
16. (1) Any dispute or difference of any kind whatsoever between the
Employer and the Independent Checking Engineer arising under,
out of or in connection with this Warranty shall be referred to
arbitration in accordance with the Arbitration Rules. The
reference shall be a domestic arbitration for the purpose of
Part II of the Arbitration Ordinance (Cap. 341). References to
"Dispute" in such arbitration rules are deemed to include any
such dispute or difference between the Employer and the
Independent Checking Engineer.
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(2) In the event that the Employer is of the opinion that the issues
in such a dispute or difference will or may touch upon or
concern a dispute or difference arising under, out of or in
connection with the Contract ("the Contract Dispute") then
provided that an arbitrator has not already been appointed
pursuant to Clause 16(1), the Employer may by notice in writing
to the Independent Checking Engineer require and the Independent
Checking Engineer shall be deemed to have consented to the
referral of such dispute or difference to the arbitrator to whom
the Contract Dispute has been or will be referred.
(3) Save as expressly otherwise provided, the arbitrator shall have
full power to open up, review and revise any decision, opinion,
instruction, notice, order, direction, withholding of approval
or consent, determination, certificate, statement of objection,
assessment or valuation of the Employer or the Engineer under
the Contract and the Independent Checking Engineer or the
Contractor relating to the dispute or difference.
IN WITNESS whereof this Warranty has been executed as a deed on the date first
above written.
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereunto affixed by authority of the )
Managing Board; and signed by: )
---------------------------- ----------------------------
(Authorized Signature) (Authorized Signature)
---------------------------- ----------------------------
(Witness) (Witness)
- 5/8 -
THE COMMON SEAL of )
[Insert name of Independent Checking Engineer] )
was affixed hereto )
in the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Independent )
Checking Engineer] )
as lawful attorney of the Independent Checking Engineer )
under Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
--------------------------
[SEE NOTE 4]
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NOTES FOR GUIDANCE IN PREPARATION
OF WARRANTY BY INDEPENDENT CHECKING ENGINEER
These notes are prepared in order to assist the Independent Checking Engineer in
the preparation of the Warranty and cross refer to the note references contained
in the draft Warranty. The note references contained in the draft Warranty shall
be deleted from the engrossment of the Warranty when prepared by the Independent
Checking Engineer.
NOTE 1
At the time of preparation of the Warranty by the Independent Checking Engineer,
the date should be left blank. The date will be inserted by the Employer at the
time of execution the Warranty by him.
NOTE 2
The jurisdiction in which the Independent Checking Engineer is incorporated
shall be inserted.
NOTE 3
The address for service shall be in Hong Kong.
NOTE 4
The Independent Checking Engineer shall execute the warranty under seal.
This may be done either by:
(a) affixing the Corporate Seal of the Independent Checking Engineer in the
presence of authorised signatories in accordance with the Articles of
Association or other constitutional documents of the Independent
Checking Engineer; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Independent Checking Engineer in
accordance with its Articles of Association or other constitutional
documents.
The following documents shall be submitted with the executed warranty:
- 7/8 -
1. if executed by affixing the Corporate Seal:
(a) an extract from the Independent Checking Engineer's Articles of
Association or other constitutional documents dealing with the
execution of documents by use of the Corporate Seal of the
Independent Checking Engineer; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Independent Checking Engineer by
which the execution of the warranty was approved;
2. if executed by an attorney on behalf of the Independent Checking
Engineer:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Independent Checking Engineer to execute
documents on its behalf; and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Independent Checking Engineer's Articles of
Association or other constitutional documents dealing with the
appointment of attorneys together with confirmation of the
position or office held by the person giving the Power of
Attorney; and
3. if the Independent Checking Engineer is incorporated outside of Hong
Kong, a legal opinion, if required by the Employer, in a form that shall
be provided to the Independent Checking Engineer, confirming the
validity of the execution of the Warranty and of any Power of Attorney.
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SCHEDULE 3
ARTICLES OF AGREEMENT
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SCHEDULE 3
ARTICLES OF AGREEMENT
THIS AGREEMENT is made the day of 200[ ].
BETWEEN:
(1) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer"); and
(2) [ ] a company incorporated in and in accordance
with the laws of [ ] of [ ] [and [ ] a
company incorporated in and in accordance with the laws of [ ] of
[ ]]* ("the Contractor").
WHEREAS:
(A) The Employer requires the Works to be executed as part of the Project
and has accepted the Tender.
(B) The Contractor has [jointly and severally]* agreed to execute the Works.
NOW IT IS HEREBY AGREED as follows:
1. In consideration of the payments to be made by the Employer to the
Contractor as hereinafter mentioned, the Contractor hereby [jointly and
severally]* covenants with the Employer to execute the Works in
accordance with the Contract.
2. The Employer hereby covenants to pay to the Contractor in consideration
of the execution of the Works the Final Contract Sum or such other sums
as may be payable to the Contractor in accordance with the Contract at
the times and in the manner prescribed by the Contract.
3. The Contract comprises the entire agreement between the parties hereto
relating to the transactions provided for therein and supersedes any
previous agreements between the parties relating thereto or any part
thereof. Save to the extent that any statement, condition,
qualification, warranty, representation or undertaking made in the
Tender, or in any discussion or correspondence thereon or relating
thereto, is expressly
- 1/3 -
incorporated in the Contract, the same is not so incorporated and is
hereby withdrawn.
4. The Employer's address for service of documents shall be the address
first referred to above and the Contractor's address for service of
documents shall be [ ] Hong Kong**.
5. Words and expressions used in these Articles of Agreement shall have the
same meaning as are respectively assigned to them in Clause 1 of the
General Conditions attached hereto.
* To be retained if Contractor comprises more than one legal entity.
** Address for Service of documents shall be in Hong Kong.
IN WITNESS whereof this Agreement has been executed as a deed the day and year
first above written.
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereunto affixed by authority of the )
Managing Board; and signed by: )
---------------------------- ----------------------------
(Authorized Signature) (Authorised Signature)
---------------------------- ----------------------------
(Witness) (Witness)
- 2/3 -
*** THE COMMON SEAL of )
[ ] )
was affixed hereto )
in the presence of: )
)
----------------------------
----------------------------
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Company] )
as lawful attorney of the Contractor under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
--------------------------
*** Each legal entity shall execute these Articles of Agreement under Seal
by affixing the Corporate Seal of each company or by execution under
seal by an attorney appointed by the Contractor.
- 3/3 -
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SCHEDULE 4
FORM OF DRAFT LEGAL OPINION
(FOR ARTICLES OF AGREEMENT)
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SCHEDULE 4
LEGAL OPINION
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of
Contractor or entity included in the Contractor] ("the Company"). We have
examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Company;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Company in Hong Kong for the purposes specified
in the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the
Company authorising the appointment of Mr. [Insert name of attorney] as
the true and lawful attorney of the Company in Hong Kong as aforesaid;
and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Company is a company duly incorporated and validly existing under
the laws of [Insert country of incorporation of the Company] and has
full power and authority to carry on its business as it is now being
conducted;
2. the Company has the corporate power to enter into and perform contracts
with the Kowloon-Canton Railway Corporation and has taken all necessary
corporate and legal action in that regard;
3. the Company may by its nominated attorney execute contracts as deeds and
the Company may accept and undertake all the consequences arising
therefrom as if it had been able to affix a seal to such contracts in
accordance with the laws of Hong Kong; and
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4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute contracts as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal, valid and binding obligations of the Company as arise under the
Contract under the laws of Hong Kong will constitute legal, valid and
binding obligations of the Company in and under the laws of [Insert
country of incorporation of the Company].
Notwithstanding the foregoing we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Company].
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with a contract to be entered into by the
Company with the Kowloon-Canton Railway Corporation and may be relied on solely
by the Kowloon-Canton Railway Corporation and its successors and assigns. It is
not made available for any other purpose and may not be relied upon by any other
persons.
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SCHEDULE 5
FORM OF CONTRACTOR'S BOND
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SCHEDULE 5
FORM OF CONTRACTOR'S BOND
[To be prepared on headed notepaper of the Bondsman]
By THIS BOND dated the day of 200[ ].
[Insert name of Bondsman] a company incorporated in and in accordance with the
laws of [Insert Jurisdiction of Incorporation] of [Insert Registered Address and
Place of Business in Hong Kong of Bondsman] [SEE NOTE 1] ("the Bondsman") is
irrevocably and unconditionally bound to THE KOWLOON-CANTON RAILWAY CORPORATION
of KCRC House, Xx.0, Xxx Xxxx Xxxxxx, Xx Xxx, Xxxxxx, Xxx Xxxxxxxxxxx, Xxxx Xxxx
(together with its successors and assigns, "the Employer") in the sum of [Insert
amount of Bonded Sum in words] Hong Kong Dollars (HK$ [Insert amount of Bonded
Sum in figures]) ("the Bonded Sum") for payment of which sum the Bondsman binds
himself in accordance with the provisions of this Bond.
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract number] - [Insert Contract
name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract
(B) Pursuant to the terms of the Contract, me Contractor agreed to procure
the provision to the Employer of a Bond in the terms hereof.
NOW THE TERMS of this Bond are:
1. Where applicable, words and expressions used in this Bond shall have the
meaning assigned to them in the Contract
2. If, in the Employer's opinion, the Contractor is or has been in default
in respect of any of his obligations under the Contract, the Bondsman
shall upon demand made by the Employer in writing and without conditions
or proof of the said default or amount demanded, pay the amount
identified in the demand in respect of the damages, losses, charges,
costs or
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expenses sustained by the Employer by reason of the default, up to the
amount of the Bonded Sum.
3. The liability of the Bondsman under this Bond shall remain in full force
and effect and shall not be affected or discharged in any way by, and
the Bondsman hereby waives notice of:
(a) any suspension of the Works or variation to or amendment of the
Works or the Contract (including, without limitation, extension
of time for performance and adjustment to the amount payable to
the Contractor under the Contract);
(b) the termination of the Contract or of the employment of the
Contractor under the Contract;
(c) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor, or negligence by the
Employer in enforcing any such right of action or remedy;
(d) any other bond, security or guarantee held or obtained by the
Employer for any of the obligations of the Contractor under the
Contract or any release or waiver thereof;
(e) any act or omission of the Contractor pursuant to any other
arrangement with the Bondsman;
(f) the issue of any Stage Certificate, Handing Over Certificate or
Substantial Completion Certificate in respect of any part of the
Works or any Section, save for the last Section to be
substantially completed;
(g) any breach of the Contract by or other default of the Employer;
and
(h) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable.
4. The liability of the Bondsman under this Bond shall cease on whichever
of the following events first occurs:
(a) payment by the Bondsman of the Bonded Sum in full to the
Employer;
(b) issue of the Substantial Completion Certificate for the Works;
or
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(c) return of the Bond by the Employer to the Contractor.
5. The Bondsman acknowledges that the Employer shall be entitled to assign
the benefit of this Bond or any part thereof, any interest therein or
thereunder and any right thereunder, whether past, existing or future,
at any time, without the consent of the Bondsman or the Contractor being
required.
6. All documents arising out of or in connection with this Bond shall be
served upon the Bondsman, at [Insert Address] Hong Kong in English [SEE
NOTE 2].
7. The Bondsman may change his nominated address for service of documents
to another address in Hong Kong but only by prior written notice to the
Employer.
8. This Bond shall be governed by and construed according to the laws for
the time being in force in Hong Kong and the Bondsman agrees to submit
to the non-exclusive jurisdiction of the Courts of Hong Kong.
IN WITNESS whereof this Bond has been executed as a deed on the date first above
written.
THE COMMON SEAL of )
[Insert name of Bondsman] )
was affixed hereto in )
the presence of: )
)
OR
SIGNED, SEATED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of )
Bondsman] )
as lawful attorney of the Bondsman )
under Power of Attorney )
dated [ ] in the )
presence of [Insert name of Witness] )
as Witness )
--------------------------
[SEE NOTE 3]
- 3/5 -
NOTES FOR GUIDANCE IN PREPARATION OF BOND BY
BONDSMAN
These notes are prepared in order to assist the Bondsman in the preparation of
the Contractor's Bond and cross refer to the note references contained in the
draft Bond. The note references contained in the draft Bond shall be deleted
from the engrossment of the Bond when prepared by the Bondsman.
NOTE 1
The place of incorporation of the Bondsman shall be inserted together with:
(a) its registered address in the place of incorporation; and
(b) the address of its place of business in Hong Kong.
NOTE 2
The address for service of notices and demands on the Bondsman shall be in Hong
Kong and, preferably, at the Bondsman's place of business in Hong Kong.
NOTE 3
The Contractor's Bond shall be executed under seal by the Bondsman.
This may be done either by:
(a) affixing the Corporate Seal of the Bondsman in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Bondsman; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Bondsman in accordance with its Articles
of Association or other constitutional documents.
The following documents shall be submitted with the executed Bond:
1. if executed by affixing the Corporate Seal:
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(a) an extract from the Bondsman's Articles of Association or other
constitutional documents dealing with the execution of documents
by use of the Corporate Seal of the Bondsman; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Bondsman, by which the execution of
the Bond was approved; and
2. if executed by an attorney on behalf of the Bondsman:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Bondsman to execute documents on its behalf;
and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate the powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Bondsman's Articles of Association or other
constitutional documents dealing with the appointment of
attorneys, together with confirmation of the position or office
held by the person giving the Power of Attorney.
- 5/5 -
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SCHEDULE 6
FORM OF PARENT COMPANY GUARANTEE
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SCHEDULE 6
FORM OF PARENT COMPANY GUARANTEE
THIS GUARANTEE is made the day of 200[ ].
BY:
[Insert name of Parent Company] a company incorporated in and in accordance with
the laws of [Insert Jurisdiction of Incorporation] of [Insert Registered
Address] [and [Insert name of Second Parent Company if appropriate] a company
incorporated in accordance with the laws of [Insert Jurisdiction of
Incorporation] of [Insert Registered Address], jointly and severally,] [SEE NOTE
1] ("the Guarantor");
IN FAVOUR OF:
THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo
Tan, Shatin, New Territories, Hong Kong (together with its successors and
assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract number] - [Insert Contract
name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract.
(B) Pursuant to the terms of the Contract, the Contractor agreed to procure
the provision of a guarantee in the terms hereof. [SEE NOTE 2]
(C) At the request of the Contractor, the Guarantor has [jointly and
severally] [SEE NOTE 1] agreed to guarantee performance of the Contract
by the Contractor [SEE NOTE 3] as set out herein.
IT IS HEREBY AGREED as follows:
1. Where applicable, words and expressions used in this Guarantee shall
have the meaning assigned to them in the Contract
2. In consideration of the Employer accepting this Guarantee pursuant to
the Contract, the Guarantor [jointly and severally] [SEE NOTE 1]
irrevocably and unconditionally guarantees to the Employer, as a primary
obligation and
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not as a surety, due performance by the Contractor of all of his
obligations and liabilities under and arising out of the Contract save
that nothing herein shall be construed as imposing greater obligations
or liabilities on the Guarantor than are imposed on the Contractor by
the Contract.
3. The obligations of the Guarantor under this Guarantee shall remain in
full force and effect and shall not be discharged in any way by and the
Guarantor hereby waives notice of:
(a) any suspension of the Works or variation to or amendment of the
Works or the Contract (including, without limitation, extension
of time for performance and adjustment to the amount payable to
the Contractor under the Contract);
(b) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable;
(c) the termination of the Contract or of the employment of the
Contractor under the Contract;
(d) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor or negligence by the
Employer in enforcing any such right of action or remedy;
(e) any bond, security or other guarantee held or obtained by the
Employer for any of the obligations of the Contractor under the
Contract or any release or waiver thereof; and
(f) any breach of the Contract or other default of the Employer.
4. This Guarantee shall extend to any variation of or amendment to the
Contract and to any agreement supplemental thereto agreed between the
Employer and the Contractor and the Guarantor hereby authorises the
Employer and the Contractor to make any such amendment, variation or
supplemental agreement without notice to or consent of the Guarantor.
5. This Guarantee is a continuing guarantee and accordingly shall cover all
of the obligations and liabilities of the Contractor under and arising
out of the Contract and shall remain in full force and effect until all
the said obligations and liabilities of the Contractor have been carried
out, completed and discharged in accordance with the Contract. This
Guarantee is in addition to any other security which the Employer may at
any time hold and may be enforced without first having recourse to any
such security or taking any steps or proceedings against the Contractor.
- 2/6 -
6. Until the date of issue of the Defects Liability Certificate, the
Guarantor shall not on any ground whatsoever make any claim or threaten
to make any claim whether by proceedings or otherwise against the
Contractor nor, if the Contractor comprises more than one entity,
against any such entity for the recovery of any sum paid by the
Guarantor pursuant to this Guarantee. Any such claim shall be
subordinate to any claims (contingent or otherwise) which the Employer
may have against the Contractor and/or any entity as aforesaid arising
out of or in connection with the Contract until such time as the
Employer's claims shall be satisfied by the Contractor and/or any entity
as aforesaid or the Guarantor as the case may be. To that intent, the
Guarantor shall not claim or have the benefit of any security which the
Employer holds or may hold for any monies or liabilities due or incurred
by the Contractor and/or any entity as aforesaid to the Employer and, in
case the Guarantor receives any sum from the Contractor and/or any
entity as aforesaid in respect of any payment by the Guarantor
hereunder, the Guarantor shall hold such sum in trust for the Employer
for so long as any sum is payable (contingently or otherwise) under this
Guarantee.
7. The Employer shall be entitled at any time, without the consent of the
Guarantor to assign or transfer the benefit of this Guarantee or any
part thereof, any interest therein or thereunder and any right
thereunder, whether past, existing or future, to any third party. In the
event of any assignment or transfer by the Employer as aforesaid, the
assignee or transferee shall from the date thereof have the same rights,
powers and remedies as it would have had if it had at all times been the
Employer under this Guarantee.
8. All documents arising out of or in connection with this Guarantee shall
be served upon the Guarantor, at [Insert Address], Hong Kong [SEE NOTE
4].
9. The Guarantor may change its nominated address for service of documents
to another address in Hong Kong by providing not less man five business
days' written notice to the Employer. All demands and notices shall be
in writing and in English.
10. This Guarantee shall be governed by and construed according to the laws
for the time being in force in Hong Kong and the Guarantor agrees to
submit to the non-exclusive jurisdiction of the Courts of Hong Kong.
IN WITNESS whereof this Guarantee has been executed as a deed on the date first
before written.
- 3/6 -
THE COMMON SEAL of )
[ ] )
was affixed hereto in )
the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Parent Company] )
as lawful attorney of the Guarantor under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
----------
[SEE NOTES 1 AND 5]
- 4/6 -
NOTES FOR GUIDANCE IN PREPARATION
OF GUARANTEE BY GUARANTOR
These notes are prepared in order to assist the Guarantor in the preparation of
the Guarantee and cross refer to the note references contained in the draft
Guarantee. The note references contained in the draft Guarantee shall be deleted
from the engrossment of the Guarantee when prepared by the Guarantor.
NOTE 1
If more than one company executes this Guarantee in respect of the Contractor or
any entity comprising the Contractor (e.g. because the Contractor or any entity
has more than one parent company) the Guarantors under the Guarantee shall have
joint and several liability and the square brackets shall be deleted.
If only one party is acting as Guarantor under the Guarantee, the square
brackets and the words within, relating to the second Parent Company and joint
and several liability, should be deleted.
NOTE 2
If the Contractor comprises more than one legal entity, a Guarantee in this form
shall be provided in respect of each entity.
NOTE 3
If the circumstances referred to under Note 2 apply, and the Contractor
comprises more than one legal entity, the Guarantor shall guarantee the
performance of the Contractor as a whole because each entity comprising the
Contractor shall have joint and several liability for the acts and omissions of
the Contractor as a whole.
NOTE 4
The address for service shall be in Hong Kong.
NOTE 5
Each entity comprising the Guarantor shall execute the Guarantee under seal.
- 5/6 -
This may be done either by:
(a) affixing the Corporate Seal of the Guarantor in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Guarantor; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Guarantor in accordance with its Articles
of Association or other constitutional documents.
The following documents shall be submitted with the executed Guarantee:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Guarantor's Articles of Association dealing
with the execution of documents by use of the Corporate Seal of
the Guarantor or other constitutional documents; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Guarantor by which the execution of
the Guarantee was approved; and
2. if executed by an attorney on behalf of the Guarantor:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Guarantor to execute documents on its behalf;
and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Guarantor's Articles of Association or other
constitutional documents dealing with the appointment of
attorneys together with confirmation of the position or office
held by the person giving the Power of Attorney.
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SCHEDULE 7
FORM OF PARENT COMPANY UNDERTAKING
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SCHEDULE 7
FORM OF PARENT COMPANY UNDERTAKING
THIS UNDERTAKING is made the day of 200[ ].
BY:
[Insert name of Parent Company] a company incorporated in and in accordance with
the laws of [Insert Jurisdiction of Incorporation] [SEE NOTE 1] of [Insert
Registered Address of Parent Company] ("the Parent Company")
IN FAVOUR OF:
THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo
Tan, Shatin, New Territories, Hong Kong (together with its successors and
assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract number] - [Insert Contract
name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract.
(B) Pursuant to the terms of the Contract, the Contractor agreed to procure
the provision of an Undertaking in the terms hereof.
(C) The Parent Company is me beneficial owner of [Insert Percentage]% [SEE
NOTE 2] of the issued share capital of (the Contractor) [SEE NOTE 3].
(D) At the request of the Contractor, the Parent Company has agreed to
provide this Undertaking.
NOW IT IS HEREBY UNDERTAKEN AND AGREED as follows:-
1. Where applicable, words and expressions used in this Undertaking shall
have the meaning assigned to them in the Contract.
2. In consideration of the Employer accepting this Undertaking pursuant to
the Contract, the Parent Company hereby undertakes to the Employer that
- 1/7 -
at any time prior to the issue of the Defects Liability Certificate, it
will not, [(and will procure that none of the companies referred to in
Recital (C) will)] [SEE NOTE 6] without the prior written consent of the
Employer:
(a) sell, transfer, assign or otherwise dispose of or deal with
ownership of the whole or any part of [EITHER] (the shareholding
or other interest in the (Contractor)) [SEE NOTE 4]; [OR] (the
shareholdings or other interests) [SEE NOTE 5] referred to in
Recital (C) in any way which will affect the beneficial
ownership and control in (the Contractor) [SEE NOTE 4] of the
Parent Company (and the companies referred to in Recital (C))
[SEE NOTE 6]; and
(b) take any action which may result in the Contractor being unable
to comply with his obligations or perform in any way his duties
under the Contract (or take any action which may result in
[Insert name of Subsidiary] being unable to comply with its
obligations or perform in any way its duties under the [Insert
"Joint Venture", "Consortium" or other agreement as appropriate]
agreement) [SEE NOTE 7]
until such time as the Defects Liability Certificate has been issued by
the Engineer and further that it will procure (that [Insert name of
Subsidiary] will take all steps necessary to procure) [SEE NOTE 7]
compliance by the Contractor with the provisions of the Contract.
3. The obligations of the Parent Company under this Undertaking shall
remain in full force and effect and shall not be discharged in any way
by and the Parent Company hereby waives notice of:
(a) any suspension of the Works or variation or amendment to the
Works or the Contract (including without limitation extension of
time for performance or adjustment to the amount payable to the
Contractor under the Contract);
(b) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable;
(c) the termination of the Contract or of the employment of the
Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8]
under the Contract;
(d) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor (and/or [Insert name
- 2/7 -
of Subsidiary]) [SEE NOTE 8], or negligence by the Employer in
enforcing any such right of action or remedy;
(e) any bond, security or other guarantee held or obtained by the
Employer for any of the obligations of the Contractor (and/or
[Insert name of Subsidiary]) [SEE NOTE 8] under the Contract or
any release or waiver thereof; and
(f) any breach of the Contract or other default of the Employer.
4. This Undertaking shall extend to any variation of or amendment to the
Contract and to any agreement supplemental thereto agreed between the
Employer and the Contractor (and/or [Insert name of Subsidiary]) [SEE
NOTE 8] and the Parent Company hereby authorises the Employer and the
Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8] to make any
such amendment, variation or supplemental agreement without notice to or
the consent of the Parent Company.
5. The Employer shall be entitled at any time, without the consent of the
Parent Company, to assign or transfer the benefit of this Undertaking or
any part thereof, any interest therein or thereunder and any right
thereunder, whether past, existing or future, to any third party. In the
event of any such assignment or transfer by the Employer, the assignee
or transferee shall from the date thereof have the same rights, powers
and remedies as it would have had if it had at all times been the
Employer under this Undertaking.
6. All documents arising out of or in connection with this Undertaking
shall be served upon the Parent Company, at [Insert Address], Hong Kong
[SEE NOTE 9].
7. The Parent Company may change its nominated address for service of
documents to another address in Hong Kong by providing not less than
five business days' written notice to the Employer. All demands and
notices shall be in writing and in English.
8. This Undertaking shall be governed by and construed according to the
laws for the time being in force in Hong Kong and the Parent Company
agrees to submit to the non exclusive jurisdiction of the Courts of Hong
Kong.
IN WITNESS whereof this Undertaking has been executed as a deed by the Parent
Company on the date first before written.
- 3/7 -
THE COMMON SEAL of )
[Insert name of Parent Company] )
was affixed hereto )
in the presence of: )
OR
SIGNED, SEALED AND DELIVERED )
by Mr[ ] )
for and on behalf of [Insert name of Parent Company] )
as lawful attorney of the Parent Company under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
----------
[SEE NOTE 10]
- 4/7 -
NOTES FOR GUIDANCE IN PREPARATION
OF UNDERTAKING BY PARENT COMPANY
These notes are prepared in order to assist the Parent Company in the
preparation of the Parent Company Undertaking and cross refer to the note
references contained in the draft Undertaking itself. The note references
contained in the draft Undertaking shall be deleted from the engrossment of the
Undertaking when prepared by the Parent Company.
NOTE 1
The jurisdiction in which the Parent Company is incorporated shall be inserted.
NOTE 2
If the Parent Company is not the immediate parent company, the chain of
ownership through the intermediate parent companies should be set out which
identifies each company in the chain and the shareholding in each subsidiary.
NOTE 3
If the Contractor comprises more than one company, the words ("the Contractor")
shall be replaced by the name of the subsidiary which is included in the
Contractor, and all other Joint Venture or Consortium members should be
identified.
NOTE 4
If Note 3 applies, refer to the subsidiary of the Parent Company and not the
Contractor.
NOTE 5
If Note 2 is applicable (i.e. there are intermediate parent companies) use this
alternative.
NOTE 6
If Note 2 is applicable add this provision.
- 5/7 -
NOTE 7
If Note 3 is applicable (i.e. the Contractor comprises more than one legal
entity), add this provision and insert the name of the subsidiary.
NOTE 8
If Note 3 applies, add this provision and insert the name of the subsidiary. In
Clause 2(b) (only) insert the Joint Venture or other relevant agreement.
NOTE 9
The address for service shall be in Hong Kong.
NOTE 10
Each entity comprising the Parent Company shall execute the Undertaking under
seal.
This may be done either by:
(a) affixing the Corporate Seal of the Parent Company in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Parent Company; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Parent Company in accordance with its
Articles of Association or other constitutional documents.
The following documents shall be submitted with the executed Undertaking:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Parent Company's Articles of Association or
other constitutional documents dealing with the execution of
documents by use of the Corporate Seal of the Parent Company;
and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Parent Company by which the
execution of the Undertaking was approved; and
2. if executed by an attorney on behalf of the Parent Company:
- 6/7 -
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Parent Company to execute documents on its
behalf; and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Parent Company's Articles of Association or
other constitutional documents dealing with the appointment of
attorneys together with confirmation of the position or office
held by the person giving the Power of Attorney.
- 7/7 -
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SCHEDULE 8
FORM OF OFF-SHORE MANUFACTURING BOND
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SCHEDULE 8
FORM OF OFF-SHORE MANUFACTURING BOND
[To be prepared on headed notepaper of Bondsman]
BY THIS BOND dated the day of 200[ ] [Insert name of Bondsman] a company
incorporated in and in accordance with the laws of [Insert Jurisdiction of
Incorporation] of [Insert Registered Address and Place of Business in Hong Kong
of Bondsman] [SEE NOTE 1] ("the Bondsman") is irrevocably and unconditionally
bound to THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong, (together with its
successors and assigns, "the Employer") for payment of a sum not exceeding the
sum stated in Clause 2 below in accordance with the provisions of this Bond.
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract Number] - [Insert Contract
Name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract.
(B) Pursuant to the terms of the Contract, the Employer is obliged to pay
the Contractor the sum of [Insert amount in words] Hong Kong dollars
(HK$[Insert amount in figures]) [SEE NOTE 2] ("the Off-shore Payment")
by instalments in accordance with the Interim Payment Schedule for the
activities described in Cost Centre [No. ] [SEE NOTE 3].
(C) Pursuant to the said activities, certain components of the Works falling
within Cost Centre [No. ] [SEE NOTE 3] ("the Manufactured Goods") as
identified in the Schedule of Goods Manufactured Offshore contained in
the Pricing Document, are to be manufactured offshore Hong Kong for
subsequent delivery to and installation at the Site.
(D) Pursuant to the terms of the Contract, the Contractor, as a condition
precedent to his entitlement to receive any payment instalment under
Cost Centre [No. ] [SEE NOTE 3] is obliged to provide a bond in the
terms hereof.
NOW THE TERMS of this Bond are:
- 1/7 -
1. Where applicable, words and expressions used in this Bond shall have the
meaning assigned to them in the Contract.
2. The Bondsman hereby irrevocably and unconditionally undertakes to pay to
the Employer an amount not exceeding [Insert amount in words] Hong Kong
dollars (HK$[Insert amount in figures]) [SEE NOTE 4] upon receipt from
the Employer of a written demand substantially in the form of the
Schedule to this Bond signed on behalf of the Employer stating:-
(a) either that the Contractor is in default of his obligations
under the Contract or that the Employer is entitled to terminate
or has terminated the Contract or the employment of the
Contractor under the Contract; and
(b) the amount due and payable under this Bond in accordance with
Clause 4 below.
3. The Bondsman shall pay to the Employer the amount thus demanded without
requiring further evidence or proof of:
(a) the default of the Contractor;
(b) the Employer's entitlement to terminate the Contract or the
employment of the Contractor under the Contract;
(c) any termination of the Contract or the employment of the
Contractor under the Contract; or
(d) the amount due and payable under this Bond.
4. The amount payable under this Bond shall be the aggregate of the
instalments of the Off-shore Payment (net of Retention Moneys) prior to
the date of the written demand referred to in Clause 2 above less the
aggregate as certified by the Engineer of any and all sums in respect of
the Manufactured Goods delivered to Hong Kong in accordance with the
terms of the Contract provided always that the liability of the Bondsman
under this Bond shall not exceed the sum stated in Clause 2 above.
5. The liability of the Bondsman under this Bond shall remain in full force
and effect and shall not be affected or discharged in any way by, and
the Bondsman hereby waives notice of:
- 2/7 -
(a) any suspension of the Works or variation to, or amendment of the
Contract or the Works (including without limitation extension of
time for performance and adjustment to the amount payable under
the Contract);
(b) the termination of the Contract or of the employment of the
Contractor under the Contract;
(c) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor or negligence by the
Employer in enforcing any such right of action or remedy;
(d) any other bond, security or guarantee held or obtained by the
Employer for any of the obligations of the Contractor under the
Contract or any release or waiver thereof;
(e) any act or omission of the Contractor pursuant to any other
arrangement with the Bondsman;
(f) any breach of the Contract or other default of the Employer; and
(g) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable.
6. The liability of the Bondsman under this Bond shall cease on whichever
of the following events first occurs:
(a) payment in full by the Bondsman to the Employer of a sum
demanded under Clause 2 above;
(b) receipt of written notification from the Engineer that all of
the Manufactured Goods have been delivered to Hong Kong and
inspected by him; or
(c) [Insert date] [SEE NOTE 5]
7. The Employer shall be entitled at any time, without the consent of the
Bondsman, to assign or transfer the benefit of this Bond or any part
thereof, any interest therein or thereunder and any right thereunder,
whether past, existing or future, to any third party. In the event of
any assignment or transfer by the Employer as aforesaid, the assignee or
transferee shall from the date thereof have the same rights, powers and
remedies as it would have had if it had at all times been the Employer
under this Bond.
- 3/7 -
8. Any documents arising out of or in connection with this Bond shall be
served upon the Bondsman, at [Insert Address] Hong Kong [SEE NOTE 6].
9. The Bondsman may change his nominated address for service of documents
to another address in Hong Kong but only by prior written notice to the
Employer. All demands and notices shall be in writing and in English.
10. This Bond shall be governed and construed according to the laws for the
time being in force in Hong Kong and the Bondsman agrees to submit to
the non-exclusive jurisdiction of the Courts of Hong Kong.
IN WITNESS whereof this Bond has been executed as a deed on the date first
before written.
THE COMMON SEAL of )
[Insert name of Bondsman] )
was affixed hereto in )
the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name )
of Bondsman] )
as lawful attorney of the Bondsman )
under a Power of Attorney )
dated [ ] in the )
presence of [Insert Name of Witness] )
as witness: )
----------
[SEE NOTE 7]
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SCHEDULE TO BOND
FORM OF DEMAND
To: [ ]
Hong Kong
For the attention of: [ ]
[ ], 200[ ]
Dear Sirs,
Contract No.
Bond for Offshore Manufacture No.[ ]
1. We refer to the Bond for Off-shore Manufacture No.[ ] dated [ ],
200[ ].
2. Terms defined in the above Bond have the same meaning when used in this
demand.
3. We confirm [EITHER] (that the Contractor is in default of his
obligations under the Contract) [OR] (that the Employer is entitled to
terminate or has terminated the Contract or the employment of the
Contractor under the Contract).
4. We now demand payment of HK$[ figures ] ([ words ] Hong Kong dollars) by
[ ], 200[ ], being the amount due in accordance with Clause 4 of the
above Bond.
5. We confirm that the signatories of this letter are authorised by the
Employer to make this demand on behalf of the Employer
6. This demand is governed by Hong Kong law.
Yours faithfully,
(Authorised Signatory)
--------------------
for and on behalf of
THE KOWLOON-CANTON RAILWAY CORPORATION
- 5/7 -
NOTES FOR GUIDANCE IN PREPARATION OF OFF-SHORE
MANUFACTURING BOND
These notes are prepared in order to assist the Bondsman in the preparation of
the Off-shore Manufacturing Bond(s) and cross refer to the note references
contained in the draft of the Bond. The note references contained in the draft
Bond shall be deleted from the engrossments of the Bonds when prepared by the
Bondsman.
NOTE 1
The place of incorporation of the Bondsman should be inserted together with:
(a) its registered address in the place of incorporation; and
(b) the address of its place of business in Hong Kong.
NOTE 2
This amount shall be the Cost Centre Value of the relevant Cost Centre which is
to be paid for offshore goods or, where relevant, the part of the Cost Centre
Value.
NOTE 3
Insert relevant Cost Centre numbers as referred to in the Pricing Document
contained in the Contract.
NOTE 4
The amount to be inserted shall be 95% of the figure referred to in Recital (B).
NOTE 5
The date to be inserted shall be in accordance with the Preamble to the Pricing
Document.
NOTE 6
The address for service shall be in Hong Kong.
- 6/7 -
NOTE 7
The Bond shall be executed under seal by the Bondsman.
This may be done either by:
(a) affixing the Corporate Seal of the Bondsman in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Bondsman; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Bondsman in accordance with its Articles
of Association or other constitutional documents.
The following documents shall be submitted with the executed Bond:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Bondsman's Articles of Association or other
constitutional documents dealing with the execution of documents
by use of the Corporate Seal of the Bondsman; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Bondsman, by which the execution of
the Bond was approved; and
2. if executed by an attorney on behalf of the Bondsman:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Bondsman to execute documents on its behalf;
and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate the powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Bondsman's Articles of Association or other
constitutional documents dealing with the appointment of
attorneys together with confirmation of the position or office
held by the person giving the Power of Attorney.
- 7/7 -
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SCHEDULE 9
FORM OF DRAFT LEGAL OPINIONS
Part A - For Parent Company Guarantees
Part B - For Parent Company Undertakings
Part C - For Bonds
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SCHEDULE 9
PART A - DRAFT LEGAL OPINION
FOR PARENT COMPANY GUARANTEES
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of Parent
Company] ("the Parent Company"). We have examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Parent Company;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Parent Company in Hong Kong for the purposes
specified in the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the
Parent Company authorising the appointment of Mr. [Insert name of
attorney] as the true and lawful attorney of the Parent Company in Hong
Kong as aforesaid; and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Parent Company is a company duly incorporated and validly existing
under the laws of [Insert country of incorporation of the Parent
Company] and has full power and authority to carry on its business as it
is now being conducted;
2. the Parent Company has the corporate power to provide a Guarantee in
favour of the Kowloon-Canton Railway Corporation and has taken all
necessary corporate and legal action in that regard;
3. the Parent Company may by its nominated attorney execute instruments as
deeds and the Parent Company may accept and undertake all the
consequences arising therefrom as if it had been able to affix a seal to
such instruments in accordance with the laws of Hong Kong; and
- 1/2 -
4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute instruments as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal, valid and binding obligations of the Parent Company as arise
under the Guarantee under the laws of Hong Kong will constitute legal,
valid and binding obligations of the Parent Company in and under the
laws of [Insert country of incorporation of the Parent Company].
Notwithstanding the foregoing, we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Parent Company]; and
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with the provision of a Guarantee by the
Parent Company in favour of the Kowloon-Canton Railway Corporation and may be
relied on solely by the Kowloon-Canton Railway Corporation and its successors
and assigns. It is not made available for any other purpose and may not be
relied upon by any other persons.
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SCHEDULE 9
PART B - DRAFT LEGAL OPINION
FOR PARENT COMPANY UNDERTAKINGS
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of Parent
Company] ("the Parent Company"). We have examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Parent Company;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Parent Company in Hong Kong for the purposes
specified in the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the
Parent Company authorising the appointment of Mr. [Insert name of
attorney] as the true and lawful attorney of the Parent Company in Hong
Kong as aforesaid; and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Parent Company is a company duly incorporated and validly existing
under the laws of [Insert country of incorporation of the Parent
Company] and has full power and authority to carry on its business as it
is now being conducted;
2. the Parent Company has the corporate power to provide an Undertaking in
favour of the Kowloon-Canton Railway Corporation and has taken all
necessary corporate and legal action in that regard;
3. the Parent Company may by its nominated attorney execute instruments as
deeds and the Parent Company may accept and undertake all the
consequences arising therefrom as if it had been able to affix a seal to
such instruments in accordance with the laws of Hong Kong; and
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4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute instruments as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal, valid and binding obligations of the Parent Company as arise
under the Undertaking under the laws of Hong Kong will constitute legal,
valid and binding obligations of the Parent Company in and under the
laws of [Insert country of incorporation of the Parent Company].
Notwithstanding the foregoing, we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Parent Company]; and
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with the provision of an Undertaking by the
Parent Company in favour of the Kowloon-Canton Railway Corporation and may be
relied on solely by the Kowloon-Canton Railway Corporation and its successors
and assigns. It is not made available for any other purpose and may not be
relied upon by any other persons.
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SCHEDULE 9
PART C - DRAFT LEGAL OPINION FOR BONDS
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of Bank]
("the Bank"). We have examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Bank;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Bank in Hong Kong for the purposes specified in
the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the Bank
authorising the appointment of Mr. [Insert name of attorney] as the true
and lawful attorney of the Bank in Hong Kong as aforesaid; and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Bank is a company duly incorporated and validly existing under the
laws of [Insert country of incorporation of the Bank] and has full power
and authority to carry on its business as it is now being conducted;
2. the Bank has the corporate power to provide a bond in favour of the
Kowloon-Canton Railway Corporation and has taken all necessary corporate
and legal action in that regard;
3. the Bank may by its nominated attorney execute instruments as deeds and
the Bank may accept and undertake all the consequences arising therefrom
as if it had been able to affix a seal to such instruments in accordance
with the laws of Hong Kong; and
4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute instruments as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal,
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valid and binding obligations of the Bank as arise under the Bond under
the laws of Hong Kong with constitute legal, valid and binding
obligations of the Bank in and under the laws of [Insert country of
incorporation of the Bank].
Notwithstanding the foregoing, we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Bank]; and
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with the provision of a bond by the Bank in
favour of the Kowloon-Canton Railway Corporation and may be relied on solely by
the Kowloon-Canton Railway Corporation and its successors and assigns. It is not
made available for any other purpose and may not be relied upon by any other
persons.
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SCHEDULE 10
INSURANCE POLICY
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SCHEDULE 10
INSURANCE POLICY
PREAMBLE
1. In accordance with Clause 32.1, the Employer shall take out a
Contractor's All Risks and Third Party Legal Liability policy of
insurance in the terms of the Policy Document provided herewith and with
deductibles as stated therein.
2. In addition, the Employer shall take out excess Third Party Legal
Liability insurance to a maximum limit of HK$1,000,000,000 (Hong Kong
Dollars one thousand million) for any one occurrence/unlimited in the
aggregate, during the period of the Project, in the same terms as the
Primary Third Party Legal Liability, Section 2, of the policy provided
herewith.
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SCHEDULE 11
PART A
MARINE VESSEL LIABILITY INSURANCE
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SCHEDULE 11
PART A
MARINE VESSEL LIABILITY INSURANCE
Class of Amount of
Marine Vessels Type of Claim Cover Required
--------------------------------------------------------------------------------
I A minimum HK$50m
I B minimum HK$3m
II A minimum US$50m
II B minimum US$50m
Class I is marine vessels of less than 2500 gross registered tons.
Class II is marine vessels of more than 2500 gross registered tons.
A:- Claims arising from pollution by petroleum or other similar hazardous
products.
B:- All other claims.
N.B. 1. The amounts stated as "minimum" in the column "Amount of
Cover Required" shall apply to each and every accident,
occurrence or claim.
2. The insurance required for Class II marine vessels shall be
either:-
A. A Certificate of Entry with a mutual protection and
indemnity association (P&I Club) endorsed to include (or
with an additional policy to cover) the "Specialist
Operations Buyback Cover" with a limit of indemnity of
not less than US$50 million.
B. A marine insurance policy subject to the "C300 Time
Clauses" or equivalent either endorsed to include or
with separate additional policies to cover:-
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i. Pollution Risks
ii. Institute War and Strike Clauses - Hulls Time
iii. Protection and Indemnity insurance - War
(excluding crew)
iv. Protection and Indemnity insurance - War (crew)
The protection and indemnity cover provided under all of
these clauses shall be for not less than US$50 million.
General Exclusions
1) The above provisions shall not apply to Type A claims arising from an
accident or occurrence involving an unpowered vessel which:-
(a) is used or hired by a supplier, and
(b) carries not more than 1,200 litres of such products, in drums.
2) The above provisions shall not apply to Type B claims involving
unpowered Class I vessels used or hired by suppliers.
Powered Vessels
For the purposes of the above provisions, unpowered marine vessels whilst
attached to a tug are deemed to be powered.
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SCHEDULE 11
PART B
EMPLOYEE'S COMPENSATION INSURANCE
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SCHEDULE 11
PART B
EMPLOYEE'S COMPENSATION INSURANCE
1. The Employer shall facilitate the establishment of a Project Employee's
Compensation Master Policy (PWEC) with Axa General Insurance Hong Kong
Limited (Axa), an Insurance Company duly licensed by the Insurance
Authority of the Hong Kong Special Administrative Region and in terms
acceptable to the Employer.
2. In accordance with the provisions of Clause 33.1 (g) of the General
Conditions, the Contractor shall procure insurance through the
Employer's appointed broker, Aon Risk Services Hong Kong Limited (Aon)
jointly for itself and for its sub-contractors of every tier from the
Date for Commencement of the Works until the date of issue of the
Defects Liability Certificate through the PWEC under procedures to be
promulgated by the Employer before the Date of Commencement of the
Works.
3. The Contractor shall pay the Employee's Compensation Insurance (ECI)
premium and the Statutory Employee's Compensation Insurance Levy (ECIL),
and any adjustment thereof as determined by the Axa, on production of an
invoice by Aon and in any event the Contractor shall provide a payment
receipt issued by Aon within 30 days from the date of Letter of
Acceptance or within 30 days of the date of the invoice for any
adjustment. Such amount of ECI premium and ECIL, as evidenced by the
aforesaid payment receipts, will be reimbursed to the Contractor by the
Employer which, notwithstanding any other provision of the Contract,
shall be made without the deduction of Retention Moneys, by the
instruction by the Engineer of the expenditure of the applicable
Provisional Sum contained in the Pricing Document, pursuant to Clause
65.1(a) of the General Conditions. Without prejudice to any other
provision of the Contract, a certificate certifying the reimbursement
shall be issued by the Engineer within 7 days of the Contractor
presenting the said receipts to the Engineer. Notwithstanding any other
provision of the Contract, the Contractor shall not be entitled to
receive
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any overhead or profit from the Employer on the ECI premium and ECIL
reimbursed by the Employer to the Contractor in accordance with the
foregoing.
4. The insurance coverage provided by the PWEC shall follow the standard
Accident Insurance Association of Hong Kong Employee's Compensation
policy wording to indemnify the obligations of the Contractor and its
sub-contractors of every tier and shall additionally include
enhancements and extensions as set out in the following Synopsis,
subject to any amendment required by Axa, other than as a result of
default of the Employer.
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SCHEDULE 12
MEDIATION RULES
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SCHEDULE 12
MEDIATION RULES
PREAMBLE
Where any agreement provides for mediation under the Corporation's Mediation
Rules, the parties shall be taken to have agreed that the mediation shall be
conducted in accordance with the following Rules. The Rules are subject to such
modification as the parties may agree in writing at any time.
PARAGRAPH 1: MEDIATION
1.1 Mediation under these Mediation Rules is a private dispute resolution
process in which a neutral person ("the mediator") helps the parties to
reach a negotiated settlement. Mediation should be entered into by both
parties with an open mind in an attempt to settle the Dispute amicably.
The mediation process will be administered by the Hong Kong
International Arbitration Centre (HKIAC), whose current address is:
00xx Xxxxx
Xxx, Xxxxxxxx Xxxxxx
Xxxxxxx
Xxxx Xxxx
Telephone: (000) 0000 0000
Fax: (000) 0000 0000
1.2 Either party may require the other party to participate in a mediation
process in accordance with these Mediation Rules, as provided for in the
General Conditions of Contract, but neither party shall be bound by an
opinion, report, direction or order of the mediator except for an order
in relation to costs made under Paragraph 8. The General Conditions of
Contract require that all issues arising in a Dispute shall have been
the subject of a reference under these Mediation Rules as a condition
precedent to taking any step in arbitration proceedings.
1.3 Words and expressions used in these Mediation Rules shall have the
meaning assigned to them in the General Conditions of Contract.
PARAGRAPH 2: INITIATION OF MEDIATION PROCESS
2.1 In relation to any Dispute which has been referred to arbitration in
accordance with Clause 78.5 of the General Conditions of Contract,
either
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party may within 30 (thirty) days after receipt of a notice of
arbitration served by the other party initiate a mediation by delivering
a written request for mediation ("the Request for Mediation") to the
other party with copies to the Engineer and to the HKIAC.
2.2 The Request for Mediation shall:
2.2.1 contain a brief self-explanatory statement of the nature of the
Dispute, the quantum in dispute (if any), and the relief or
remedy sought; and
2.2.2 state the name of a person who is willing and able to act as the
mediator, his current fee rates and any other conditions of
appointment
PARAGRAPH 3: THE MEDIATOR
3.1. Mediation under these Mediation Rules will be conducted by a single
mediator appointed in accordance with Paragraph 4. The mediator shall
have no authority under the Contract to bind the parties other than by
an order under Paragraph 8.5.
PARAGRAPH 4: RESPONSE TO REQUEST FOR MEDIATION
4.1 The party who receives a Request for Mediation may, within 7 (seven)
days of service of the Request for Mediation, serve written notice of
objection to the person nominated as the mediator. Any such notice of
objection shall put forward the names of at least two persons willing
and able to act as the mediator and their current fee rates and any
other conditions of appointment. Copies of such notice of objection
shall be sent to the Engineer and to HKIAC.
4.2 Subject to Paragraph 6, in the absence of service of a notice of
objection in accordance with Paragraph 4.1, the person nominated in the
Request for Mediation shall be deemed to be acceptable to the party
receiving a Request for Mediation.
4.3 In the event of service of a notice of objection, the parties shall
attempt to agree a person willing and able to act as the mediator and,
failing agreement within fourteen 14 (fourteen) days of service of the
notice of objection, either party may request the HKIAC to nominate a
mediator.
4.4 Within 14 (fourteen) days of receipt of a request for nomination, the
HKIAC shall nominate a mediator who is prepared to serve and is not
disqualified under Paragraph 6.
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PARAGRAPH 5: COMMENCEMENT OF THE MEDIATION
5.1 Subject to Paragraph 6, the mediation shall be deemed for the purposes
of these Mediation Rules to commence on the date ("the Mediation
Commencement Date") of appointment of a person willing and able to act
as mediator, being the date upon which:
5.1.1 the person nominated as such in the request for mediation is
deemed acceptable under Paragraph 4.2; or
5.1.2 the parties agree the identity of the mediator under Paragraph
4.3 or otherwise; or
5.1.3 the HKIAC makes a nomination under Paragraph 4.4; or
5.1.4 the HKIAC makes a nomination under Paragraph 6.
5.2 The party who served the Request for Mediation shall notify the Engineer
and the HKIAC in writing of the identity of the mediator upon receipt of
confirmation from that person of his acceptance of the appointment.
PARAGRAPH 6: DISQUALIFICATION OF THE MEDIATOR
6. No person shall serve as mediator in any Dispute in which that person
has any financial or personal interest in the result of the mediation
except by written consent of the parties. Prior to accepting an
appointment, the proposed mediator shall disclose to the HKIAC any
circumstances likely to create a presumption of bias or prevent a prompt
resolution of the Dispute. Upon receipt of the information, the HKIAC
shall immediately communicate the information in writing to the parties
for their comments. If any party serves on the HKIAC and the other party
a written objection to the proposed mediator within 7 (seven) days of
receipt of such communication, he shall not be appointed. In such a
case, within 14 (fourteen) days of such written objection, the HKIAC
shall nominate a further mediator in accordance with the terms of
Paragraph 4.4.
PARAGRAPH 7: CONDUCT OF THE MEDIATION
7.1. The mediator shall enter upon the mediation as soon as possible after
his appointment and shall use his best endeavours to conclude the
mediation as expeditiously as possible, but in any event the mediation
process shall not continue for more than 42 (forty two) days from the
Mediation Commencement Date unless the parties agree otherwise.
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7.2. The parties shall at all times give assistance to the mediator to enable
mediation to proceed.
7.3 The parties may be represented by whomever they consider appropriate.
Within 7 (seven) days of the Mediation Commencement Date, the parties
shall inform the mediator and the other party of the names and addresses
of the individuals who will represent them in the mediation.
7.4 The mediator shall inform himself in any way he thinks fit of the nature
and facts of the Dispute including requiring the Engineer to see him.
7.5 The mediator shall conduct the mediation in such a manner as will permit
full and expeditious presentation to him by the parties of their views.
The mediator may see the parties together or separately for the purpose
of informing himself of the nature and facts of the Dispute.
7.6 If the mediator considers it appropriate, or if he is requested by the
parties, he may express preliminary views orally or in writing on the
matters in dispute during the mediation. The mediator may, and shall if
requested by the parties, seek legal or other advice from third parties
not connected with the Dispute.
7.7 During the course of the mediation, the mediator may attempt various
compromise solutions with the parties in an informal manner. Should a
solution be agreed it will be accepted by both parties in accordance
with Paragraph 7.9.
7.8 Notwithstanding Paragraph 7.1, the mediator may abandon the mediation
whenever in his judgement further efforts at mediation would not lead to
a settlement of the Dispute and he shall notify the parties in writing.
7.9 The mediation shall be a private and confidential matter between the
parties to the Contract and the procedures of the mediation should be so
conducted. In the event that the mediation is successful, neither party
shall be bound until the terms of the settlement have been recorded in
writing and signed by both parties. Copies of the signed agreement shall
be provided to the Engineer by the party issuing the Request for
Mediation, who shall also inform the HKIAC that the Dispute has been
settled.
7.10 Nothing that transpires during the course of the mediation (other than a
signed settlement agreement) shall affect the rights or prejudice the
position of the parties to the Dispute under the Contract or in any
subsequent arbitration or litigation, and, without prejudice to the
foregoing:
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(a) no opinion given, report produced and terms of settlement
recommended by the mediator shall be disclosed to the arbitrator
or court;
(b) the fact that information of whatsoever nature was made
available to the mediator shall not mean that privilege or
confidentiality is waived for any subsequent arbitration or
litigation; and
(c) the fact that the accuracy of information or the validity or
meaning of documents was not challenged during the mediation
shall not preclude a challenge in subsequent arbitration or
litigation.
PARAGRAPH 8: COSTS
8.1 Each party shall, within 7 (seven) days of the Mediation Commencement
Date, deposit the sum of HK$50,000 with the HKIAC as a payment on
account of the cost and proper expenses of the mediation. The sum of
HK$50,000 shall be subject to annual review and adjustment by the HKIAC.
8.2 The mediator may at any time during the course of the mediation require
the parties to make a further deposit or deposits with the HKIAC to
cover anticipated additional fees and expenses.
8.3 In the event of default by a party in making a deposit required under
Paragraphs 8.1 or 8.2, the other party may either:
8.3.1 make such payment itself, in which case the provisions of
Paragraph 8.5 will apply; or
8.3.2 serve notice on the party in default requiring payment within
seven 7 (seven) days failing which the mediation shall be deemed
to be abandoned upon the expiry of such period.
8.4 Subject to any order the mediator may make under Paragraph 8.5:
8.4.1 all fees and expenses of the mediator (including any costs
incurred pursuant to Paragraph 7.6) and all administrative costs
and expenses of the mediation and of the HKIAC shall be borne
equally by the parties and each party shall bear its own costs
regardless of the outcome of the mediation or of any subsequent
arbitration or litigation;
8.4.2 at the conclusion of the mediation, the HKIAC shall deduct the
costs and expenses of the mediation from the monies deposited
under Paragraphs 8.1 and 8.2 and shall return any surplus as
follows:
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8.4.2.1 in the event and to the extent of any payment made
under Paragraph 8.3.1, to the party making such
payment;
8.4.2.2 subject to Paragraph 8.4.2.1, to the parties in equal
shares.
8.4.3 in the event that at the conclusion of the mediation, the costs
and expenses of the mediation exceed the monies deposited under
Paragraphs 8.1 and 8.2, the mediator may order the shortfall to
be paid equally by the parties. The Employer will pay the full
amount of the shortfall to the HKIAC within 21 (twenty one) days
of such order and the Contractor shall reimburse the Employer
half the amount of such shortfall within 28 (twenty eight) days
of such order.
8.5 The mediator shall have power:
8.5.1 to order one party to reimburse the other party such sum or sums
as may have been deposited by the other party under Paragraph
8.3.1 to the extent that such sum or sums will not be refunded
by the HKIAC in accordance with Paragraph 8.4.2;
8.5.2 in the event that the mediator finds that the mediation has been
initiated or conducted frivolously or vexatiously, to order the
party who initiated or conducted the mediation in a frivolous or
vexatious manner to reimburse the other party, in full or in
such part as the mediator considers appropriate, in respect of:
8.5.2.1 the other party's liability for the fees and expenses
of the mediator and the administrative costs of the
mediation; and/or
8.5.2.2 the other party's legal or other costs reasonably
incurred in connection with preparation for and
attendance during the mediation, such costs to be
assessed by the mediator in default of agreement
between the parties.
8.5.3 Both parties agree to be bound by an order of the mediator made
under Paragraph 8.5 and any liability on one party to make
payment to the other party pursuant to such an order shall be
deemed a debt due.
PARAGRAPH 9: MEDIATOR NOT SUBSEQUENTLY TO ACT AS ARBITRATOR
9.1 The mediator shall not be appointed as arbitrator in any subsequent
arbitration between the parties, whether arising out of the Dispute or
otherwise arising out of the Contract unless the parties agree otherwise
in writing. Neither party shall be entitled to call the mediator as a
witness in any subsequent arbitration or litigation arising out of the
Contract. Any
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communications whether oral or written which either party shall have
with the mediator or with other parties in connection with the mediation
shall be absolutely privileged.
PARAGRAPH 10: WRITTEN RECORD
10.1 No formal written record shall be kept of the mediation process. Any
written view expressed under Paragraph 7.6 and any notes or record made
by the mediator, and/or the parties, shall remain private and
confidential and not subject to disclosure in any subsequent
proceedings.
PARAGRAPH 11: EXCLUSION OF LIABILITY
11.1 It is agreed that the mediator and the HKIAC shall not be liable to any
party for any act or omission in connection with any mediation conducted
under these Mediation Rules, save for the consequences of fraud or
dishonesty.
PARAGRAPH 12: LANGUAGE
12.1 The language of the mediation shall be English and all written
communications and hearings shall be conducted in the English language
unless the parties and the mediator otherwise agree.
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SCHEDULE 13
ARBITRATION RULES
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SCHEDULE 13
ARBITRATION RULES
PARAGRAPH 1: COMMENCEMENT OF ARBITRATION
1.1 Any party wishing to commence an arbitration under these Rules ("the
Claimant") shall send to the other party ("the Respondent") a written
notice requiring the Respondent to appoint or to concur in appointing an
Arbitrator ("Notice of Arbitration") which shall include, or be
accompanied by:
(a) the names and addresses (and telephone and fax numbers as
appropriate) of the parties to the Dispute and, where the
parties choose to be represented by a Representative (under
Paragraph 7) and wish to have communications sent to their
Representative, the Representative's name and address (and
telephone and fax numbers);
(b) reference to the principal contractual documents in which the
arbitration clause is contained or under which the arbitration
arises;
(c) a brief statement describing the nature and circumstances of the
Dispute, and specifying in outline the relief claimed; and
(d) subject to Paragraph 1.4, a proposal that the Hong Kong
International Arbitration Centre (HKIAC) appoint the arbitrator
or provide a list of up to three names from which the Respondent
may choose an Arbitrator.
The arbitration shall be deemed to commence on the date of receipt by
the Respondent of the Notice of Arbitration.
1.2 A copy of the Notice of Arbitration shall be sent to the Secretary
General of the HKIAC ("the Secretary General") at the same time that it
is sent to the Respondent.
1.3 For the purpose of facilitating the choice of the arbitrator, within 28
(twenty-eight) days of receipt of the Notice of Arbitration, the
Respondent shall send to the Claimant a Response containing:
(a) confirmation or denial of his willingness to arbitrate and, if
denial, the grounds relied upon; and
(b) subject to Paragraph 1.4:-
(i) confirmation or denial of all or part of the claims;
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(ii) a brief statement of the nature and circumstances of any
envisaged counterclaims;
(iii) details of its Representative, if appropriate; and
(iv) a response to any proposal under Paragraph 1.1(d),
including confirmation of agreement or a list of up to
three names from which the Claimant may choose an
Arbitrator.
1.4 If the parties' agreement provides that no steps shall be taken in any
reference of a Dispute to arbitration until after the substantial
completion or alleged substantial completion of works or any other
identified point in time and the Notice of Arbitration is served before
such time:
(a) the Claimant need not include in the Notice of Arbitration the
details identified in Paragraph 1.1(d);
(b) the Respondent need not include in the Response the details
identified in Paragraph 1.3(b); and
(c) if either party wishes to take steps in the reference after the
time restriction has passed, he shall serve written notice to
that effect upon the other party and:
(i) if the Claimant serves such notice, he shall include in
it the details identified in Paragraph 1.1(d);
(ii) if the Respondent serves such notice, he shall include
in it the details identified in Paragraph 1.3(b)(i) -
(iii) and a list of up to three names from which the
Claimant may choose an Arbitrator; and
(iii) the recipient of such notice shall respond accordingly
within 28 (twenty-eight) days of receiving it; in the
case of the Respondent in accordance with Paragraph
1.3(b) (insofar as he has not previously responded) and
in the case of the Claimant by confirmation of agreement
to a name in the Respondent's list or by submitting a
list of up to three names from which the Respondent may
choose an Arbitrator; and
(iv) for the purposes of Paragraph 3.3 only, the commencement
of the arbitration shall be deemed to be the date of
receipt of such notice.
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1.5 A copy of the Response shall be sent to the Secretary General at the
same time that it is sent to the Claimant.
1.6 Failure to send a Response shall not preclude the Respondent from
denying the claim nor from setting out a counterclaim in its Statement
of Defence.
PARAGRAPH 2: APPOINTING AUTHORITY
2.1 Unless otherwise agreed by the parties, the Appointing Authority shall
be the HKIAC whose current address is:
00xx Xxxxx
Xxx, Xxxxxxxx Xxxxxx
Xxxxxxx
Xxxx Xxxx
Tel: (000) 0000 0000
Fax: (000) 0000 0000
2.2 Any application to the Appointing Authority to act in accordance with
the Rules shall be accompanied by:
(a) copies of the Notice of Arbitration and Response and any other
related correspondence;
(b) confirmation in writing that a copy of the application has been
sent to or received by the other party; and
(c) particulars of any method or criteria of selection of the
arbitrator agreed by the parties.
PARAGRAPH 3: APPOINTMENT OF ARBITRATOR
3.1 There shall be a sole Arbitrator.
3.2 (a) The Arbitrator shall be and remain at all times wholly
independent and impartial and shall not act as advocate for any
party.
(b) Prior to and after appointment, the Arbitrator shall disclose to
the parties any circumstances likely to create an impression of
bias or prevent a prompt resolution of the Dispute between the
parties. Except by consent of the parties, no person shall serve
as an Arbitrator in any Dispute in which that person has any
interest which, if a party knew of it, might lead him to think
that the Arbitrator might be biased.
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3.3 The Arbitrator may be appointed by agreement of the parties. Failing
such agreement within 42 (forty-two) days of the commencement of the
arbitration in accordance with Paragraph 1, the Arbitrator shall upon
the application of either party be appointed by the Appointing
Authority.
3.4 If the Arbitrator, after appointment, dies, is unable to act, or refuses
to act, the Appointing Authority will, upon request by either party,
appoint another Arbitrator.
PARAGRAPH 4: COMMUNICATION BETWEEN PARTIES AND THE ARBITRATOR
4.1 Where the Arbitrator sends any communication to one party, he shall send
a copy to the other party.
4.2 Where a party sends any communication (including Statements and
documents under Paragraph 6) to the Arbitrator, it shall be copied to
the other party and be indicated to the Arbitrator to have been so
copied.
4.3 The addresses of the parties for the purpose of all communications
arising under the Rules shall be those set out in the Notice of
Arbitration, or as either party may at any time notify the Arbitrator
and the other party.
4.4 Unless the contrary is proved, any communication by post shall be deemed
to be received in the ordinary course of mail and any instantaneous
means of communication (e.g. facsimile) shall be deemed to be received
on the same day as transmitted. It shall be a condition of valid service
by facsimile that the hard copy is subsequently sent forthwith to the
recipient by hand or post.
4.5 All communications between the parties and the Arbitrator (and vice
versa) and any other information concerning the arbitration shall not be
disclosed to third parties without the agreement of all parties.
PARAGRAPH 5: CONDUCT OF THE PROCEEDINGS
5.1 In the absence of procedural rules agreed by the parties or contained
herein, the Arbitrator shall have the widest discretion allowed by law
to conduct the proceedings so as to ensure the just, expeditious,
economical, and final determination of the Dispute.
5.2 Any party wishing the Arbitrator to adopt a simplified or expedited
procedure should apply to the Arbitrator as soon as is reasonably
practicable after the Arbitrator's acceptance of his appointment.
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PARAGRAPH 6: SUBMISSION OF WRITTEN STATEMENTS AND DOCUMENTS
6.1 Subject to any procedural rules agreed by the parties or determined by
or requested from the Arbitrator under Paragraph 5, the written stage of
the proceedings shall be as set out in this Paragraph (and in accordance
with Paragraph 4).
6.2 Within 28 (twenty-eight) days of receipt by the Claimant of notification
of the Arbitrator's acceptance of the appointment, the Claimant shall
send to the Arbitrator a Statement of Claim setting out a full
description in narrative form of the nature and circumstances of the
Dispute specifying all factual matters and, if necessary for the proper
understanding of the claim, a summary of any propositions of law relied
upon.
6.3 Within 35 (thirty-five) days of receipt of the Statement of Claim, the
Respondent shall send to the Arbitrator a Statement of Defence setting
out a full description in narrative form which of the factual matters
and propositions of law in the Statement of Claim he admits or denies,
on what grounds, and specifying any other factual matters and, if
necessary for the proper understanding of the defence, a summary of any
propositions of law relied upon. Any Counterclaims shall be submitted
with the Statement of Defence in the same manner as claims are set out
in the Statement of Claim.
6.4 Within 21 (twenty-one) days of receipt of the Statement of Defence, the
Claimant may send to the Arbitrator a Statement of Reply which, where
there are Counterclaims, shall include a Defence to Counterclaim.
6.5 If the Statement of Reply contains a Defence to Counterclaim, the
Respondent may within a further 21 (twenty-one) days send to the
Arbitrator a Statement of Reply regarding Counterclaims.
6.6 All Statements referred to in this Paragraph shall be accompanied by
copies (or, if they are especially voluminous and by leave of the
Arbitrator, lists) of all essential documents on which the party
concerned relies and which have not previously been submitted by any
party, and (where appropriate) by any relevant samples.
6.7 The Arbitrator may order the parties to produce any additional documents
he may specify.
6.8 As soon as practicable following completion of the submission of the
Statements specified in this Paragraph, the Arbitrator shall proceed in
such manner as has been agreed by the parties, or pursuant to his
authority under the Rules.
- 5/12 -
PARAGRAPH 7: REPRESENTATION
7.1 A party may conduct his case in person or be represented throughout or
in part by lawyers or other advisers or representatives of his choice
(the Representative). A party shall notify the Arbitrator and the other
parties of the name of his Representative and his address (and
telephone, telex and fax numbers) and of any change therein as soon as
practicable after any such change.
PARAGRAPH 8: HEARINGS
8.1 Subject to Paragraph 12, each party has the right to be heard before the
Arbitrator, unless the parties have agreed to a "documents only"
arbitration under Paragraph 24.
8.2 The Arbitrator shall fix the date, time and place of any meetings and
hearings in the arbitration, and shall give the parties reasonable
notice thereof.
8.3 The Arbitrator may in advance of hearings provide the parties with a
list of matters or questions to which he wishes them to give special
consideration.
8.4 The Arbitrator may order opening and closing statements to be in writing
and shall fix the periods of time for communicating such statements and
any replies that may be necessary.
8.5 The Arbitrator may also order a transcript of any hearing or part of any
hearing.
8.6 All meetings and hearings shall be in private unless the parties agree
otherwise.
PARAGRAPH 9: WITNESSES
9.1 The Arbitrator may require each party to give notice of the identity of
witnesses he intends to call. Before a hearing, the Arbitrator may also
require the exchange of witness statements and of expert reports.
9.2 The Arbitrator has discretion to allow, limit, or refuse to allow the
appearance of witnesses, whether witnesses of fact or expert witnesses.
9.3 Any witness who gives oral evidence may be questioned by each party or
its Representative, under the control of the Arbitrator, and may be
required by the Arbitrator to testify under oath or affirmation in
accordance with the Arbitration Ordinance. The Arbitrator may put
questions at any stage of the examination of the witnesses.
9.4 The testimony of witnesses may be presented in written form, either as
signed statements or by duly sworn affidavits, and the Arbitrator may
order that such statements or affidavits shall stand as
evidence-in-chief. Subject to Paragraph
- 6/12 -
9.2, any party may request that such a witness should attend for oral
examination at a hearing. If the witness fails to attend, the Arbitrator
may place such weight on the written testimony as he thinks fit, or may
exclude it altogether.
PARAGRAPH 10: ASSESSOR APPOINTED BY THE ARBITRATOR
10.1 Unless otherwise agreed by the parties, the Arbitrator:-
(a) may appoint an Assessor to assist him; and
(b) may require a party to give any such Assessor any relevant
information or to produce, or to provide access to, any relevant
documents, goods or property for inspection by the Assessor.
PARAGRAPH 11: POWERS AND JURISDICTION OF THE ARBITRATOR
11.1 Without prejudice to the generality of Paragraph 5.1, and unless the
parties at any time agree otherwise, the Arbitrator shall have the power
and/or jurisdiction to:-
(a) allow any party, upon such terms (as to costs and otherwise) as
he shall determine, to amend any document submitted under
Paragraph 6;
(b) extend or abbreviate any time limits provided by these Rules or
by his directions;
(c) conduct such enquiries as may appear to the Arbitrator to be
necessary or expedient;
(d) order the parties to make any property or thing available for
inspection, in their presence, by the Arbitrator or any
Assessor;
(e) order any party to produce to the Arbitrator, and to the other
parties for inspection, and to supply copies of any documents or
classes of documents in their possession, custody or power which
the Arbitrator determines to be relevant;
(f) without prejudice to Clause 78.11 of the General Conditions,
order the rectification of any mistake which he determines to be
common to the parties;
(g) rule on the existence, validity or termination of the Contract;
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(h) rule on his own jurisdiction, including any objections with
respect to the existence or validity of the arbitration
agreement or to his terms of reference;
(i) determine any question of law arising in the arbitration;
(j) receive and take into account such written or oral evidence as
he shall determine to be relevant, whether or not strictly
admissible in law;
(k) proceed in the arbitration and make an award notwithstanding the
failure or refusal of any party to comply with the Rules or with
the Arbitrator's written orders or written directions, or to
exercise its right to present its case, but only after giving
that party written notice that he intends to do so;
(l) order any party to provide security for the legal or other costs
of any other party by way of deposit or bank guarantee or in any
other manner the Arbitrator thinks fit; and
(m) order any party to provide security for all or part of any
amount in dispute in the arbitration.
PARAGRAPH 12: DEFAULT BY A PARTY
12.1 If the Claimant fails to attend any hearing of which due notice has been
given, the Arbitrator may make an award on the substantive issues and an
award as to costs, with or without a hearing. If the Respondent fails to
submit a Statement of Defence or to attend any hearing after due notice
has been given, the Arbitrator may conduct the hearing in the absence of
the Respondent and make an award on the evidence.
PARAGRAPH 13: VENUE
13.1 The venue of the arbitration will be Hong Kong but the Arbitrator may
decide for the purpose of expediting any hearing or saving costs to hear
witnesses or oral argument or consult with an Assessor (if appointed) at
any place the Arbitrator deems appropriate having regard to the
circumstances of the arbitration.
PARAGRAPH 14: LANGUAGE
14.1 The language of the arbitration shall be English and all written
communications and statements and all hearings shall be conducted in the
English language unless the parties and the Arbitrator otherwise agree.
- 8/12 -
14.2 The Arbitrator may order that any documents other than written
statements which are produced in the course of the arbitration in their
original language shall be accompanied by a translation into the
language of the arbitration, such translation to be certified if not
agreed.
14.3 Unless the Arbitrator otherwise orders, witnesses shall be entitled to
give their evidence in the language of their choice and the Arbitrator
may order the translation of that evidence into the language of the
arbitration by a suitably qualified person.
PARAGRAPH 15: DEPOSITS AND SECURITY
15.1 The Arbitrator may direct the parties, in such proportions as he deems
just to make one or more deposits to secure the Arbitrator's fees and
expenses. Such deposits shall be made to and held by the Arbitrator, the
HKIAC or some other person or body to the order of the Arbitrator, as
the Arbitrator may direct, and may be drawn from as required by the
Arbitrator. Interest on sums deposited, if any, shall be accumulated to
the deposits.
PARAGRAPH 16: THE AWARD
16.1 The Arbitrator shall make his award in writing and, unless all the
parties agree otherwise, shall state the reasons upon which his award is
based. The award shall state its date and shall be signed by the
Arbitrator.
16.2 The Arbitrator shall be responsible for delivering the award or
certified copies thereof to the parties provided that the Arbitrator has
been paid his fees and expenses.
16.3 The Arbitrator may make interim awards or separate awards on different
issues at different times.
16.4 If, before the award is made, the parties agree on a settlement of the
Dispute, the Arbitrator shall either issue an order for termination of
the reference to arbitration or, if requested by both parties and
accepted by the Arbitrator, record the settlement in the form of a
consent award. The Arbitrator shall then be discharged and the reference
to arbitration concluded, subject to payment by the parties of any
outstanding fees and expenses of the Arbitrator.
PARAGRAPH 17: INTERPRETATION OF AWARDS, CORRECTION OF AWARDS AND ADDITIONAL
AWARDS
17.1 Within 14 (fourteen) days of the date of the award, unless another
period of time has been agreed upon by the parties, a party may by
written notice to the Arbitrator request the Arbitrator to give an
interpretation of the award. Such
- 9/12 -
party may also request the Arbitrator to correct in the award any errors
in computation, any clerical or typographical errors or any errors of a
similar nature. If the Arbitrator considers the request to be justified,
he shall provide an interpretation or correction within 14 (fourteen)
days of receiving the request. Any interpretation or correction shall be
given in writing and shall be notified in writing to the parties and
shall become part of the award.
17.2 The Arbitrator may correct any error of the type referred to in
Paragraph 17.1 on his own initiative within 14 (fourteen) days of the
date of the award.
17.3 Unless otherwise agreed by the parties, a party may request the
Arbitrator within 14 (fourteen) days of the date of the award, and with
written notice to the other party, to make an additional award as to
claims presented in the reference to arbitration but not dealt with in
the award. If the Arbitrator considers the request to be justified, he
shall notify the parties within 7 (seven) days and shall make the
additional award within 21 (twenty-one) days.
17.4 The provisions of Paragraph 16 shall apply to any interpretation or
correction of the award and to any additional award.
PARAGRAPH 18: PAYMENT INTO COURT
18.1 Any party may at any time avail himself of the procedure for payment
into court pursuant to the provisions of Order 73 of the Rules of the
Supreme Court of Hong Kong. No account shall be taken by the Arbitrator
of any written or oral offer of settlement where a payment into court
could have been made.
PARAGRAPH 19: COSTS
19.1 The Arbitrator shall specify in the award the total amount of his fees
and expenses, including the charges of any administrator, Assessor,
transcriber or translator. Unless the parties shall agree otherwise
after the Dispute has arisen, the Arbitrator shall determine the
proportions in which the parties shall pay such fees and expenses,
provided that the parties will be jointly and severally liable to the
Arbitrator for payment of all such fees and expenses until they have
been paid in full. If the Arbitrator has determined that all or any of
his fees and expenses shall be paid by any party other than a party
which has already paid them to the Arbitrator, the latter party shall
have the right to recover the appropriate amount from the former.
19.2 Unless the parties shall agree otherwise after the Dispute has arisen,
the Arbitrator may order in his award that all or part of the legal or
other costs of one parry reasonable in amount and reasonably incurred in
respect of the arbitration in relation to the same Dispute shall be paid
by the other party. The
- 10/12 -
Arbitrator shall also have power to tax such costs and shall do so if
requested by the parties.
19.3 If the Arbitration is abandoned, suspended or concluded, by agreement or
otherwise, before the final award is made, the parties shall be jointly
and severally liable to pay to the Arbitrator his fees and expenses
including the charges of any administrator, Assessor, transcriber or
translator as determined by him.
PARAGRAPH 20: INTEREST
20.1 The Arbitrator may order that interest be paid subject to and in
accordance with the Contract.
PARAGRAPH 21: EXCLUSION OF LIABILITY
21.1 Without prejudice to any existing rule of law, it is agreed that the
Arbitrator shall not be liable to any party for any act or omission in
connection with any arbitration conducted under the Rules, save for the
consequences of fraud or dishonesty.
21.2 The Appointing Authority and its Secretary General shall not be liable
to any party for any act or omission in connection with any arbitration
conducted under the Rules, save for the consequences of fraud or
dishonesty.
21.3 After the award has been made and the possibilities of interpretation,
correction and additional awards referred to in Paragraph 17 have lapsed
or been exhausted, the Arbitrator shall not be under any obligation to
make any statement to any person about any matter concerning the
arbitration, and no party shall seek to make the Arbitrator a witness in
any legal proceedings arising out of the arbitration.
PARAGRAPH 22: WAIVER
22.1 A party which knew or ought to have known of non-compliance with the
Rules and yet proceeds with the arbitration without promptly stating its
objection to such non-compliance, shall be deemed to have waived its
right to object. The Arbitrator shall determine any issue which may
arise as to whether a party has waived the right to object to the
non-compliance by any other party with the Rules.
- 11/12 -
PARAGRAPH 23: INTERPRETATION AND GENERAL CLAUSES ORDINANCE
23.1 The Interpretation and General Clauses Ordinance (or any statutory
modification or re-enactment thereof for the time being in force) shall
apply to the Rules.
PARAGRAPH 24: DOCUMENTS-ONLY ARBITRATION
24.1 Where the parties have agreed that a documents-only arbitration
procedure shall be adopted, the parties shall not be entitled to a
hearing and the testimony of any witness shall be presented in written
form and shall be submitted in accordance with Paragraph 6.6. If the
Arbitrator feels unable to make an award on the basis of the documents
submitted, he shall be entitled to require further evidence or
submissions whether oral or in writing,
24.2 If a party fails to submit any statement in accordance with Paragraph 6,
the Arbitrator may make an award on the substantive issues and an award
as to costs without a hearing.
- 12/12 -
This page left blank intentionally
EAST RAIL EXTENSIONS
POLICY OF INSURANCE
COMBINED
CONTRACTORS ALL RISKS,
AND
THIRD PARTY LEGAL LIABILITY
Specifically for the
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
arranged by
Aon Risk Services Hong Kong Ltd
as Brokers
FINAL REVISION 6 - 26 MAY 2000
[LOGO]
COMPANIES COLLECTIVE POLICY
IN CONSIDERATION of the Insured named in the Schedule hereto having
paid premium set forth in the said Schedule to the Insurers who have hereunto
subscribed their Names (hereafter referred to as "the Insurers").
THE INSURERS HEREBY SEVERALLY AGREE each for the proportion set
against its name to indemnify the Insured or Insured's Executors, Administrators
and Assigns against Loss as set forth herein during the period of Insurance
stated in the said Schedule or during any subsequent period as may be mutually
agreed upon between the Insured and the Insurers.
PROVIDED that:
(1) the liability of the Insurers shall not exceed the limits of
liability expressed in the said Schedule or such other limits of
liability as may be substituted therefor by memorandum hereon or
attached hereto signed by or on behalf of the Insurers.
(2) the liability of each of the Insurers individually in
respect of such loss shall be limited to the proportion set
against its name.
If the Insured shall make any claim knowing the same to be false or fraudulent
as regards amount or otherwise this Policy shall become void and all claims
hereunder shall be forfeited.
IN WITNESS WHEREOF I being a representative of the leading Company
which is duly authorised by the Insurers have hereunto subscribed my name on
their behalf.
CONTRACTORS ALL RISKS AND THIRD PARTY LEGAL LIABILITY
I THE SCHEDULE
1.1 Policy No. : 2077560100
1.2 The Insured : Kowloon-Canton Railway Corporation as
Owners and/or all Contractors and/or all
Sub-Contractors of every tier and/or
Consultants of every tier employed by the
aforesaid Owners and Contractors all for
their respective rights and interests
1.3 The Insured Programme : Construction of the Kowloon-Canton Railway
Corporation's East Rail Extensions
Programme and such additional advance or
related works as may be included within its
scope.
1.4 The Insured Projects : The Tsim Sha Tsui Extension
The Ma On Shan Rail
The Lok Ma Xxxx Spur Line
and any ancillary or associated works of
each.
1.5 The Insured Contracts : Each individual contract let separately
within an Insured Project and including any
supply and/or works orders issued in
conjunction therewith and including such
additional works as may be incorporated and
all enabling works for future property
developments.
1.6 Period of Insurance A. Construction Period of Insurance
From 1 August 2000 until 31 December
2004 and/or the commencement of
commercial operation of each of the
Insured Projects of the East Rail
Extensions Programme whichever is the
later and,
B. Defects Liability Period of Insurance
12 months Defects Liability Period or
landscape establishment period or to
the extent and terms defined in each
applicable contract separately.
N.B. Any extension in the Construction
Period of Insurance required by the Insured
shall be automatically allowed by the
Insurer provided that such extension shall
not exceed 2 years. In the event that the
construction period for the main works
exceeds 4 years and 5 months an additional
premium shall be mutually agreed but not
exceeding pro-rata of the originally agreed
premium rate.
1.7 The Insurers : Those Insurers who have subscribed their
names to this policy each for his own part
and/or percentage as set beside his name
and who have agreed to follow in every
particular the decisions of the leading
underwriter being the first named Insurer
hereunder.
Page 1
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
THE SCHEDULE - Continued
1.8 SECTION 1 : ALL RISKS
1.8.1 The Insured Properly : All Works, temporary works, components,
equipment, materials and goods for
incorporation therein, rolling stock and
works trains, spares, temporary buildings,
office equipment and all other property or
equipment of whatsoever nature or
description (but excluding Contractors'
plant and equipment and spare parts
therefore) ail being the property of the
Insured or for which they may be
responsible or hold themselves responsible
at the site of the Insured Project or works
or elsewhere within the Territorial Limits
including whilst in Transit in connection
with the Insured Projects.
1.8.2 Territorial Limits : Anywhere within the Hong Kong Special
Administrative Region that may be used in
connection with the East Rail Extensions
Programme.
1.8.3 Sum Insured : The Estimated Project Sum Insured being
HK$19,082 million (Hong Kong Dollars
Nineteen Thousand and Eighty-Two million).
1.8.4 THE DEDUCTIBLES UNDER SECTION 1 :
1.8.4.1 HK$ 200,000 : each and every loss arising out of xxxxx,
xxxxxxx, typhoon, floodwater damage,
subsidence, landslide, collapse, earthquake
or tsunami.
1.8.4.2 HK$ 1,250,000 : each and every loss arising out of design,
workmanship or materials in accordance with
Memorandum 2.2.10.
1.8.4.3 HK$ 75,000 : each and every other loss in respect of
contracts with values at inception
exceeding HK$400,000,000.
1.8.4.4 HK$ 45,000 : each and every other loss in respect of
contracts with values at inception between
HK$400,000,000 and HK$100,000,000.
1.8.4.5 HK$ 20,000 : each and every other loss in respect of
contracts with values at inception below
HK$ 100,000,000.
Page 2
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
THE SCHEDULE - Continued
1.9 SECTION 2 : THIRD PARTY LIABILITY
1.9.1 The Liabilities : Indemnification of liabilities incurred by
the Insured in the course of undertaking
the Insured Projects as defined herein.
1.9.2 The Territorial : Anywhere in the world (subject to
Limits Memorandum 3.2.5).
1.9.3 Limit of Liability : HK$100,000,000 any one occurrence/unlimited
in the aggregate during the Period of
Insurance.
1.9.4 THE DEDUCTIBLES UNDER SECTION 2 :
1.9.4.1 HK$100,000 : any one occurrence in respect of loss of or
damage to third party property arising out
of subsidence, collapse, vibration,
weakening or removal of support or other
ground movements.
1.9.4.2 HK$100,000 or 50% : any one occurrence involving loss of or
whichever is the damage to oil filled and/or fibre optic
greater of the cables.
amount of loss or
damage to any
underground utility
services
1.9.4.3 HK$30,000 or 25% : any one occurrence involving loss of or
whichever is the damage to underground utility services
greater of the other than occurrences as described in
amount of loss or 1.9.4.2.
damage to any
underground utility
services
1.9.4.4 HK$20,000 : any one occurrence in respect of loss of or
damage to third party property other than
occurrences as described in 1.9.4.1,
1.9.4.2 or 1.9.4.3 above.
Page 3
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
LIST OF INSURERS SUBSCRIBING TO THIS POLICY
Insurer Share
------- -----
CORNHILL INSURANCE PLC
(for Allianz Cornhill International) 19.0%
THE MING AN INSURANCE CO (UK) LTD 12.5%
MUNICHRE GENERAL SERVICES LTD 9.0%
AXA GENERAL INSURANCE HONG KONG LTD 7.5%
SCOR CHANNEL LTD 7.0%
WINTERTHUR SWISS INSURANCE (ASIA) LTD 5.0%
ASSICURAZIONI GENERALI S.P.A. 5.0%
ROYAL AND SUN ALLIANCE INSURANCE (HONG KONG) LTD 5.0%
AXA REINSURANCE UK PLC 5.0%
FALCON INSURANCE COMPANY LTD 5.0%
XXXXXXX-KONZERN ALLGEMEINE VERSICHERUNGS - A.G. 4.0%
AMERICAN HOME ASSURANCE COMPANY 4.0%
ZURICH REINSURANCE COMPANY 4.0%
ALLIANZ INSURANCE (HONG KONG) LTD 3.0%
RELIANCE NATIONAL INSURANCE COMPANY (EUROPE) LTD 2.5%
QBE INTERNATIONAL INSURANCE LTD 2.5%
-----
100.0% of whole
=====
Several Liability Notice LSW1001 (Insurance)
The subscribing Insurers' obligations under this contract of insurance to which
they have subscribed are several and not joint and are limited solely to the
extent of their individual subscriptions. The subscribing Insurers are not
responsible for the subscription of any co-subscribing insurer who for any
reason does not satisfy all or part of its obligations.
Page 4
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
AGREEMENT TO TERMS AND CONDITIONS
The Co-Insurers listed in the List of Insurers Subscribing to this Policy agree
to follow the terms conditions and settlements of the Leading Insurer who has
signed hereunder.
THIS POLICY is signed on behalf of all Insurers Subscribing to this Policy who
have authorised the Leading Underwriter to sign on their behalf.
----------------------------------------------
for and on behalf of the Subscribing Insurers
by ALLIANZ CORNHILL INTERNATIONAL
(per Cornhill Insurance Plc)
Dated __________________ 2000
Page 5
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
2. SECTION 1 - CONTRACTORS ALL RISKS
The Insurers will indemnify the Insured in respect of physical loss or
damage to the Insured Property described in the Schedule arising FROM
ANY CAUSE except as hereinafter provided.
2.1 EXCEPTIONS to Section 1
PROVIDED always that the indemnity granted by this Section of the
Policy shall not apply to nor include :-
2.1.1 Loss or destruction of or damage to cash, banknotes, treasury notes,
cheques, stamps, deeds, bonds, bills of exchange, promissory notes or
securities.
2.1.2 Loss or damage solely due to total or partial cessation of work
against which the Insured shall have failed to take reasonable
precautions to protect the Insured Property and to avoid or diminish
the amount of such loss or damage.
2.1.3 Consequential loss or penalties of any kind whatsoever including delay
in completing negotiating or loss of contracts.
2.1.4 The cost of normal upkeep or normal making good.
2.1.5 Loss of any property by disappearance or by shortage where such loss
is revealed only by the making of an inventory or periodic
stocktaking. This exclusion shall apply to losses for which no
explanation can be given and which show up only at the time of making
an inventory or stocktaking. If a loss is discovered only at the time
of making an inventory or stocktaking and it can be shown that such
loss is due to a risk covered by the Policy, then the Insured shall be
in no way prejudiced by this exclusion.
2.1.6 Loss of or damage to any aircraft or hovercraft or any waterborne
vessel or craft and plant permanently mounted thereon other than
safely boats, other non-power driven craft not exceeding 12 metres in
length and floating works and temporary works.
2.1.7 Loss of or damage to contractors' equipment and mechanically propelled
passenger or goods carrying vehicles used on the site including
licenced road vehicles whether covered by any motor policy or not.
2.1.8 Damage to or loss, deterioration or death of trees or other natural
vegetation pre-existing on any site at the commencement of a contract
or consequent upon transplanting but this exclusion shall not apply to
physical loss or damage resulting from an accidental occurrence
arising out of the undertaking of the works.
Page 6
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
EXCEPTIONS to Section 1 - continued
2.1.9 The silting up of dredged areas nor for loss of or damage to
underwater excavations, bedding material or other underwater fill,
rock or protection caused by normal tide and current. In the context
of the foregoing disturbance and consequent loss or damage caused by
earthquake, tidal wave or tropical cyclone (defined as the hoisting of
tropical cyclone signal No. 8 or higher by the Hong Kong Observatory)
shall be accepted as abnormal and not excluded by the foregoing.
2.1.10 Subsidence of reclaimed areas unless accidental.
2.1.11 Any repairs or replacements necessitated solely by wasting wearing
away or wearing out caused by or naturally resulting from ordinary use
of working, rusting, corrosion or gradual deterioration of any part of
an item of Insured Property, but this exclusion shall not apply to
damage resulting from such causes to other Insured Property by this
policy.
2.1.12 Any sea or air transit. However, this exclusion shall not apply to any
such transits commencing and finishing within the Territorial Limits
of the Hong Kong Special Administrative Region.
2.1.13 The cost of pile casings or similar temporary works or temporary
materials which may be abandoned or incapable of salvage after they
have performed their original function.
2.1.14 Any item of risk for which a Contractor is required to effect
insurance as stated in his contract with the Kowloon-Canton Railway
Corporation.
2.1.15 Any increased costs of construction arising out of faulty setting out
or similar difficulties of construction which increase the cost of
completing the Insured Project. Provided that this exclusion shall not
apply to actual damage to the Insured Property, howsoever caused.
2.1.16 The amount(s) stated in the Deductibles Clause 1.8.4 in the Schedule.
Page 7
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
2.2 MEMORANDA attaching to and forming part of Section 1
2.2.1 Reinstatement Clause
The Liability of the Insurers shall not exceed the Sum Insured stated
in the Schedule during the Period of Insurance or such other sum or
sums as may be hereafter substituted therefore by memorandum hereon
except so far as reinstatement may be made as follows.
In the event of loss or damage the insurance hereunder shall
notwithstanding be maintained in force during the currency for the Sum
Insured, the Insured undertaking to pay an additional premium at the
policy rate on the full amount of any loss exceeding HK$15,000,000
pro-rata from the date of such loss or damage to the expiry of the
current Period of Insurance.
2.2.2 Maintenance Provisions Clause
From the end of the Construction Period of Insurance, being defined as
the putting into commercial operation of each Insured Project, loss of
or damage to Insured Property occurring before the expiry of the
defects liability period as defined in each Insured Contract shall be
limited to loss or damage: -
a) arising from a cause occurring prior to the defects
liability period defined in the contract;
b) caused by the Insured arising out of any operations carried
out by them for the purpose of complying with their
obligations under a Contract; or
c) arising from or during the performance tests or
commissioning or pre-revenue running period.
Individual Electrical and Mechanical manufacturers, suppliers or
sub-contractors shall not, following the completion and taking over
the plant supplied by them be entitled to the benefit of insurance
under Section I in respect of loss or damage to such plant which is
directly caused by its own fault, defect or error in design or
manufacture.
2.2.3 Professional Fees Clause
The Insurance under this Section includes in addition an amount in
respect of Architects' Surveyors' and Consulting Engineers' fees or
other professional fees including but not limited to the Insured
Owner's own costs necessarily incurred by the Insured in the
reinstatement or redesign of the Insured Property consequent upon its
loss, destruction or damage but not for preparing any claim, it being
understood that the amount payable for such fees shall not exceed
those authorised under the Scale of the Royal Institute of British
Architects/The Royal Institution of Chartered Surveyors or the
Association of Consulting Engineers or the equivalent local body as
the case may be.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.4. Debris Removal Clause
The insurance under this Policy shall include costs and expenses
necessarily incurred by the Insured in:
a) removal and disposal of debris and material foreign to the
Insured Project, whether damaged or undamaged,
b) dismantling and/or demolishing of any part of the Insured
Property,
c) shoring up, propping and/or protecting Insured Property
whether damaged or not,
d) clearing or repairing drains or service mains when such is
compulsory by law or ordinance or when the Insured deems it
necessary for the practicability of operations,
e) dewatering the works, and
f) removal of wreck or wreckage when such removal is compulsory
by law or ordinance or when the Insured deems it necessary
for the practicability of operations,
in any circumstances giving rise to a claim under this Policy.
In addition, Insurers will indemnify the Insured in respect of the
cost of removing and disposing of debris from the site or access
thereto or in transit thereto including cleaning up costs following
the action of a cause hereby insured against.
The limit of Insurers' liability under this Memorandum shall not
exceed 2% of each contract value subject to a minimum of HK$10,000,000
each and every claim.
2.2.5 Automatic Increase Clause
If during the Period of Insurance the value of any Insured Project
shall be in excess of the total estimated project sum insured, the Sum
Insured shall be increased automatically by such excess amount but not
exceeding in all 20% of the estimated sum insured for the Project
provided that a declaration of the actual total aggregate contract
prices shall be made to Insurers following final completion.
2.2.6 Extra Charges Clause
The Insurance under this Section includes an amount in respect of
extra charges for overtime, nightwork, work on public holidays,
express freight, air freight, necessarily incurred by the Insured in
the reinstatement or replacement of the Property Insured destroyed or
damaged by any peril hereby insured against.
Limit : 20% of any claim any one Insured Contract.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.7 Time Adjustment Clause
It is agreed that any loss of or damage to the property described in
the Schedule arising during any one period of 96 consecutive hours,
caused by flood, xxxxx, xxxxxxx, typhoon, water damage, earthquake,
tsunami or landslide shall be deemed as a single event, therefore, to
constitute one occurrence with regard to the deductibles provided for
in the Schedule.
For the purpose of the application of this clause a single event
referred to shall apply to the Insured Projects as a whole.
2.2.8 Plans
Notwithstanding anything herein contained to the contrary the
Insurance hereby is extended to indemnify the Insured against the
necessarily incurred costs of reconstitution or data, plans, drawings
or other contract documents lost, destroyed or damaged as a result of
a peril insured hereunder wherever or whenever such loss, destruction
or damage shall occur.
Such indemnification shall however be limited to:
a) a maximum amount of HK$50,000,000 any single occurrence or
series of occurrences arising out of any one event.
b) the cost of labour expended in such re-writing or re-drawing
including all necessary overtime working or research.
2.2.9 Free Issue Materials Clause
The reference to materials in this Section shall extend to include
free issue materials. Where such materials are to be insured under
this Section the Contractors must declare the value of such materials.
2.2.10 Defects Indemnity
It is expressly agreed that in respect of claims for loss or damage in
respect of properly insured hereunder where the cause is defective
workmanship, materials or fault, defect, error or omission in design,
plan or specification the indemnity provided by this Section shall not
apply to or include :-
a) The cost of rectifying such defective workmanship, materials
or fault, defect, error or omission in design, plan or
specification unless the Property Insured has been lost or
damaged as a consequence of such defect.
b) The additional cost of introducing improvements or
corrections in the rectification of the workmanship,
material or fault, defect, error or omission in design, plan
or specification responsible for such loss or damage.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.11 Tunnelling
In accordance with General Condition 6.5, it is the Insured's duty to
take all reasonable precautions at his own expense to prevent loss or
damage and more particularly it is a condition precedent to the
Insured's right to claim indemnity under this Section in respect of
loss of or damage to tunnelling works that, prior to the occurrence of
such loss or damage, the Insured shall:-
undertake such forward probing and grouting or treatment of
ground surrounding tunnels as is prudent, having regard to
the anticipated ground conditions
as necessary insert temporary supports, rock anchors and/or
primary tunnel linings in accordance with prudent tunnelling
procedures
maintain dewatering equipment and standby facilities
compatible with anticipated water flows and/or compressed
air equipment as necessary and
generally undertake the works in a competent manner.
No indemnity is provided under this Section in respect of overbreak or
the excavation of tunnels larger in profile than required by contract
specifications and Insurers shall not be liable for the cost of
additional back-filling, grouting or other measures necessary to
establish the contours required under contract, or to secure
surrounding ground during excavation.
In respect of tunnelling already carried out, however (whether
completed or in the course of the application of primary of permanent
linings) Insurers shall in the event of subsidence, collapse or other
fortuitous damage indemnify the Insured against the cost of removing
debris and reforming the tunnel soffit and invert and re-establishing
the tunnel face to the same condition as pertained immediately before
the loss provided always that the Insured shall at it's own expense,
bear the cost of any betterment in the final Works. The betterment
provision shall only apply when the reinstatment works directly
contribute to reducing the cost of completing the tunnel.
2.2.12 Ground Subsidence
The cover provided under this Policy shall extend to include the cost
of reinstating and/or consolidating subsidence or collapse of ground
or surfaces surrounding the works whether on or off site in
consequence of loss of or destruction or damage to works or temporary
works insured under this Policy.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.13 Inflation Protection
In the event of delay in completion of the Insured Project or part
thereof being incurred solely by reason of damage to the Insured
Property, cover shall extend to indemnify the Insured (in addition to
the cost of repairing or replacing loss of or damage to material
property as extended by Memorandum 2.2.6) in respect of the amount by
which the ultimate cost of construction of those parts of the Insured
Property not suffering such damage and being unbuilt or incomplete at
the date of damage should exceed the cost of construction had no such
damage or consequent delay occurred.
Provided always that :
a) The indemnity provided this Memorandum shall apply only to
the net increase in costs caused by the inflationary effect
of escalation in the costs of labour, material and services
which the Insured shall prove to be a direct result of the
delay consequent upon the indemnifiable damage.
b) No indemnity is given under this Memorandum in respect of
increased construction costs incurred :
i) In consequence of any other delay not referred to
above.
ii) By reason of any improvement or change in methods
of working or construction.
iii) In re-designing the Insured Property or incurred
as a result of such re-design.
iv) For the acceleration of the progress of the works
or to expedite repairs or to construct the works
at a faster rate than previously achieved.
c) No indemnity is provided in respect of the payment of
penalties or liquidated damages, nor in respect of costs
incurred to avoid such payment.
d) The liability of Insurers under this Memorandum shall not
exceed a sum equal to 10% of the value in respect of each
Insured Contract.
2.2.14 Loss-Payee Clause
The proceeds of any claim under this Policy where the agreed amount of
settlement exceeds HK$20 million will be paid directly to the
Kowloon-Canton Railway Corporation or as it may direct.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.15 Testing and Commissioning
2.2.15.1 Cover during testing and commissioning
In the event that performance or acceptance testing or commissioning
or pre-revenue running of late delivered equipment or rolling stock
extends beyond the commencement of commercial operation of a
subsisting Insured Project, such equipment or rolling stock shall
continue to be covered subject to Construction Period of Insurance
coverage terms and conditions until final completion of such testing
or commissioning of each item individually.
2.2.15.2 Repeat Tests
If as a result of a peril insured against hereunder it becomes
necessary to repeal any test and/or commissioning or to carry out
subsequent test(s) and/or commissioning, the Insurers hereon will bear
the cost of any such repeated and/or subsequent test(s) or
commissioning subject to the Policy limit and it being within the
framework of the cover afforded by this section of the Policy and
which forms part of the sum insured.
2.2.16 Defects Liability Period and Temporary Works Cover
Any work of:-
i) reconstruction, rectification, remedial or repair
ii) uncompleted minor works or additional works ordered by the
engineer (but not exceeding 20% of the value of the contract
at inception)
undertaken by the Insured in accordance with the provisions of the
contract shall be covered hereunder subject to the terms and
conditions applicable to the construction period which shall mean the
period commencing with the award of the contract and terminating on
the commencement of the Defects Liability Period.
Where any Insured Property is repaired, replaced or renewed during the
Defects Liability Period the coverage provisions of this clause shall
apply to such rectified or substituted Insured Property for such
period as specified in the Defects Liability provisions in the
contract from the date of such rectification, replacement or renewal.
Temporary Works and temporary site buildings not removed at time of
commercial operation shall remain covered until they have been removed
to final destination but not exceeding 12 months.
2.2.17 Definitions
Temporary works as covered by this Section are deemed to include but
shall not be limited to all shuttering, formwork and scaffolding
including all mechanical shuttering such as slipforms, climbforms and
the like, launching girders and gantries, contractors' work trains,
xxxxxx-dams and the like together with mooring equipment, anchor
blocks and temporary jetties.
Constructional plant and equipment is excluded from coverage and in
accordance with Exception 2.1.7 a) the Insured Property excludes inter
alia tunnelling xxxxxxx, compressed air locks and compressors,
reusable pile casings and cutting tools, drilling, lifting and
excavation equipment generally (unless specifically stated is covered
above), batching plant, power cables and transformers associated
therewith, surveying instruments and all other fixed or mobile
constructional plant and equipment on land or afloat.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.18 Loss of Bentonite or Similar Material
Without prejudice to the insurance provided under this Section of the
Policy it is agreed that in the event of loss or damage occurring to
the Insured Property during the construction of diaphragm walls,
tunnels, and trenches or other structures and as a result there is a
sudden or uncontrollable loss of bentonite or similar materials, the
insurance provided by this Section shall apply to both the loss of
bentonite or similar material itself and other direct loss of or
damage to the Insured Property and shall also extend to include all
costs incurred in making good and completing that part of the work to
the reasonable satisfaction of the Engineer in excess of the costs of
construction that would have been incurred had the loss of bentonite
or similar material not occurred.
2.2.19 Extra Cost of Reinstatement
It is agreed that this policy extends to include increased costs of
re-building, repair or replacement occasioned by the enforcement of
any law or by-law or ordinance regulating the construction or repair
of property and in force at the time such loss occurs, limited however
to the requirements of such laws, by-law or ordinance. The Insurers
liability for such costs is limited to no more than 20% of the loss
before such costs are added and not increasing the total liability of
the Insurers in respect of the loss beyond the sum insured in the
Schedule.
All consequent upon loss or damage insured.
2.2.20 Contractors' Overheads
Allowance for a reasonable margin of overheads in the amount of the
claim provided that such allowances have been included in the
Contractor's or Sub-Contractor's or Supplier's or Manufacturer's or
Consultant's original contract prices but not increasing the total
liability of the Insurers in respect of the loss occurrence beyond the
Sum Insured.
2.2.21 Insured Property in Use
Subject always to the conditions and exceptions of the Policy, in the
event that the Insured Property or any part of the Insured Property
under Section 1 is handed over to and/or taken into use by the
Employer, but not being used for commercial operations, cover shall
continue until the expiry date of the Construction Period of Insurance
specified in the Schedule for each Insured Project (or any extension
thereof agreed by the Insurers), at terms to be agreed.
2.2.22 Property Being Worked Upon
Any existing property of the Kowloon-Canton Railway Corporation which
is taken over by a Contractor under an Insured Project shall be deemed
to be Insured Property hereunder but only to the extent that such item
or portion of property is being worked upon and arising out of such
work.
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[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
3. SECTION 2 - LIABILITY TO THIRD PARTIES
The Insurers will indemnify the Insured subject to the Limit of
Indemnity stated in the Schedule and except as hereinafter provided in
respect of all sums which the Insured shall become legally liable to
pay arising out of the performance of the Insured Projects described
in the Schedule for :-
i) death, bodily injury, personal injury (including illness) to
or disease contracted by any person
ii) loss of and/or damage to property and/or loss of use thereof
iii) obstruction loss of amenities trespass nuisance or any like
cause
occurring during the Period of Insurance and arising out of or in
connection with the Insured Projects as shown in the Schedule.
Provided always that Insurers' liability for compensation payable to
any number of claimants in respect of or arising out of any one
occurrence or all occurrences of a series consequent upon or
attributable to one source or original cause shall not exceed the
Limit of Indemnity shown in the Schedule.
The Insurers will however pay in addition to the Limit of Indemnity
stated in the Schedule:-
a) all costs and expenses recovered by any claimant from the
Insured,
b) all costs and expenses incurred with the written consent of
the Insurers in the defence of claims against the Insured,
c) the costs and expenses of solicitors fees, legal
representation of any coroners inquest, fatal accident
enquiry, court of summary jurisdiction of proceedings
arising out of alleged breach of statutory duty or other
similar judicial enquiry into circumstances relating to any
accident claim or potential claim which would be the subject
of indemnity under this Policy.
Provided that the Insurers may at any time pay to the Insured the
Limit of Indemnity (after deduction of any sum or sums already paid as
damages) or any lesser amount for which any such claim or claims can
be settled and upon such payment the Insurers shall relinquish the
conduct and control of and be under no further liability under this
Policy in connection with such claim or claims except for costs and
expenses as above incurred in respect of matters prior to the date of
such payment.
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[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
3.1 EXCEPTIONS to Section 2
PROVIDED always that the indemnity granted by this Policy shall not
apply to nor include :-
3.1.1 Liability in respect of death of or bodily injury (including illness)
to any person under a contract of employment or apprenticeship with an
Insured Party and arising out of and in the course of such person's
employment or service with such Insured party.
3.1.2 Liability in respect of injury, illness, loss or damage or in
connection with or arising from :
a) the use of mechanically propelled passenger or goods
carrying vehicles used on the public highway not being
constructional plant primarily intended for use in the
Insured's construction activities on site or otherwise used
as a tool of trade;
b) occurrences in respect of which liability is compulsorily
insurable under any Road Traffic Act or similar legislation
governing the use of motor vehicles.
3.1.3 Liability for loss of or damage to the permanent or temporary works
and or materials forming part of the Insured Projects executed or in
the course of execution by the contractors in performance of the
Contract during the period of contractors' work (other than any period
of maintenance or defects liability period) and the plant equipment or
any other property of the contractor and or any sub-contractor brought
onto the site of the Contract for the purpose of such direct
performance or use in the connection with the Contract.
3.1.4 Liability resulting from, attributable to or caused by the ownership
or possession of or use by the Insured of any aircraft or the
navigation of any waterborne vessel or craft but this exclusion shall
not apply to rowing boats, dinghies, workboats, safety boats,
personnel boats (powered or unpowered), working rafts or other powered
craft in any case not exceeding 12 meters in length and unless
otherwise insured and whilst within Hong Kong territorial waters.
Furthermore this exclusion shall not apply to the Works or temporary
works whilst afloat except when they are attached to or under the
control of and/or accidentally become detached from any tug, towing
vessel or other marine craft.
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EXCEPTIONS to Section 2 - continued
3.1.5 Liability in respect of loss or damage to :-
a) property belonging to or in the care, custody or control of
the Insured (provided that in respect of any property being
repaired, altered or maintained, this exclusion shall be
limited to that part of the property being worked upon);
b) property in respect of which the Insured is indemnified
under any other Policy;
but these exclusions shall not apply to any such property
after being taken into use by the owner.
3.1.6 Liability assumed by the Insured under the terms of any contract or
agreement which imposes upon the Insured liability which the Insured
would not otherwise have incurred. (This exclusion shall not however
apply to any contract described in the Schedule nor any contract or
agreement for site access or the hire of plant or supply of materials
or any agreement necessarily entered into in connection with the
performance of the contract described in the Schedule with any public
authority, local or central or government body or similar authority,
nor any other contracts advised to and agreed by the Insurers).
3.1.7 Liability arising out of :
a) bodily injury or loss of or damage to or loss of use of
property directly or indirectly caused by seepage pollution
or contamination provided always that this paragraph (a)
shall not apply to liability for bodily injury or loss of or
physical damage to or destruction of tangible property or
loss of use of such property damaged or destroyed where such
seepage pollution or contamination is caused by a sudden
unintended and unexpected happening during the period of
this insurance.
b) the cost of removing nullifying or cleaning-up seeping
polluting or contaminating substances unless the seepage
pollution or contamination is caused by a sudden unintended
and unexpected happening during the period of this
insurance.
3.1.8 Liability in respect of penalty sums fines or liquidated damages
payable by the Insured in respect of delay or non-completion which
attaches solely because of liability in the Insured's contract or
agreement.
3.1.9 Liability arising out of negligence neglect error or omissions on the
part of the Insured in the conduct and execution of their professional
activities and duties except where such negligence neglect error or
omission results in third party death, bodily injury and/or damage to
property.
3.1.10 The amount(s) stated in the Deductibles Clause 1.9.4 in the Schedule.
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3.2 MEMORANDA attaching to and forming part of Section 2
3.2.1 Cross Liability Clause
Where more than one party comprises "The Insured" each of the parties
comprising the Insured shall for the purpose of this Policy be
considered as a separate and distinct party and the words "The
Insured" shall be considered as applying to each party in the same
manner as if a separate Policy had been issued to each of the parties
and the Insurers hereby agree to waive all rights of aforesaid parties
arising out of any occurrence in respect of which any claim is made
hereunder provided nevertheless that nothing in this Clause shall be
deemed to increase the Limit of Indemnity in respect of any one
occurrence or series of occurrences as stated in the Schedule.
3.2.2 Indemnity To Other Parties Clause
The Insurers will also indemnify
i) any director, partner or person under a contract of service
or apprenticeship with the Insured in respect of liability
for which the Insured would have been entitled to indemnity
under this Policy if the claim had been made directly
against the Insured;
ii) the officers, committees and members of the Insured's
canteen, social sports and welfare organisations and first
aid, fire and ambulance services in their respective
capacities as such who shall as though the insured be
subject to the terms, exclusions, conditions and limitations
of this Policy so far as they can apply.
3.2.3 Damage To Roads or Other Property
Exception 3.1.2 shall not preclude indemnity to the Insured in respect
of their liability at law for damage by mechanically propelled
vehicles to the surface of roads, adjacent buildings or other
property, bridges or viaducts or to anything beneath caused by the
weight or vibration of such vehicles or their loads.
3.2.4 Extension of Personal Injury
The Insurers will indemnify the Insured for their legal liability
arising out of false arrest, invasion of privacy, detention, false
imprisonment, false eviction, malicious prosecution, discrimination,
libel, slander, or defamation of character, or any like cause.
3.2.5 Territorial Limits
This Policy shall apply to occurrences anywhere in the World but not
in connection with any business conducted by the Insured from Premises
outside Hong Kong.
However, it is understood and agreed that in respect of legal
proceedings brought in the United States of America, and/or Canada the
following special conditions shall apply:
(1) regardless of any other provision of this Policy, this
insurance does not apply to fines, penalties, punitive or
exemplary damages
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[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
MEMORANDA attaching to Section 2 - continued
(2) this Policy does not cover any liability for
(i) death, bodily injury or disease, or loss of or
damage to or loss of use of property directly or
indirectly caused by seepage, pollution or
contamination
(ii) the cost of removing, nullifying or cleaning up
seeping, polluting or contaminating substances
(3) Any dispute concerning the interpretation of the terms,
conditions, limitations and/or exclusions contained herein
is understood and agreed by both the Insured and Insurers to
be subject to the law of the Hong Kong Special
Administrative Region. Each party agrees to submit to the
jurisdiction of any Court of competent jurisdiction within
the Hong Kong Special Administrative Region and to comply
with all requirements necessary to give such Court
jurisdiction. All matters arising hereunder shall be
determined in accordance with the law and practice of such
Court.
It is further understood and agreed that in respect of any judgement,
award, payment or settlement made in the United States of America
and/or Canada, the total liability of the Insurers in respect of any
one occurrence shall be inclusive of :-
(a) all legal costs and expenses recoverable by any claimant
from the Insured
(b) all costs and expenses incurred with the written consent of
the Insurers
3.2.6 Special Conditions for Underground Services
The following Special Conditions limits and deductibles shall apply to
claims in respect of liability as a result of loss of or damage to
existing underground services (such as water, gas and sewage pipes,
electric and telecommunications cables).
a) The Insurers shall not indemnify the Insured unless :-
i) prior to the commencement of excavation the
Contractor has enquired with the relevant
authorities about the exact position of such
services and
ii) in the event of the relevant authorities
indicating the presence of such services in the
vicinity of the Site the Contractor shall proceed
to locate such services by the hand-digging of
trials pits prior to any mechanical excavation and
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[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
MEMORANDA attaching to Section 2 - continued
b) In respect of each and every occurrence of loss or damage
indemnifiable under this clause the Insurers shall not be
liable for the deductibles stated in 1.9.4.2 and 1.9.4.3 in
the Schedule.
3.2.7. Restoration of Ancestoral Xxxxxx and the Like
It is agreed that in respect of claims in connection with loss of or
damage to or restoration of ancestoral xxxxxx or urns or xxxx xxxx
features that this policy shall indemnify the reasonable expenses
incurred at currently prevailing rates for fees and costs of customary
and traditional ceremonies and rites and miscellaneous expenses in
connection therewith.
3.2.8 Reinstatement of Property
In the event of a claim under this Section of the Policy Insurers
shall make due allowance for reinstating damaged property to a
reasonable condition acceptable to the third party.
3.2.9 Third Parties to the Insured Project
Notwithstanding their ownership by a named insured, it is agreed that
any property, operations or business activities of the Kowloon-Canton
Railway Corporation which do not form part of the works or activities
related to the Insured Contracts under the Insured Projects shall be
deemed to be third parties for purposes of this policy.
3.2.10 To Follow Section 1 Coverage
It is agreed that any contractual activity or extension of period
covered under the provisions of Section 1 are also covered by Section
2.
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[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
4. GENERAL MEMORANDA attaching to and forming part of all Sections of
this Policy
4.1 Application of Deductibles per Occurrence
The Deductibles stated as applicable per occurrence under Sections 1
and 2 of this policy shall be applied to each contract independently
and there shall be no aggregate limitation on the deductibles applied
per occurrence under the Policy.
4.2 Application of Deductibles per Contract
When more than one deductible is applicable to claims emanating from
any one contract as a result of a particular occurrence then only the
highest of the applicable deductibles for such occurrence shall be
applied to that contract.
4.3 Permits and Privileges
The Insured or any other party acting on behalf of the Insured is
permitted to effect contracts or agreements customary or necessary to
the conduct of Construction Projects (including those for projects
similar to the Project insured by this Policy) under which the insured
may assume liability or grant release therefrom without prejudice to
this Policy, provided such contracts or agreements, oral or written
insofar as they affect any loss hereunder are concluded prior to such
loss and the rights and obligations of the Insured shall be governed
by the terms of such contracts or agreements but subject to their
terms, exemptions and conditions of the Policy.
4.4 Several Insureds
It is noted and agreed that the Insured hereunder comprises more than
one party, each operating as separate and distinct entities and that
cover hereunder shall apply in the same manner and to the same extent
as if individual insurances had been issued to each such party.
The rights and indemnity of any of the parties who are not guilty of
any fraud, misrepresentation, non-disclosure or breach of condition
shall not be prejudiced or affected by any fraud, misrepresentation,
non-disclosure or breach of condition by any of the other parties
comprising the Insured.
For the purposes of the indemnity granted by this policy claims made
by any of the parties defined as the Insured against any other party
so described shall be treated as though the party claiming was not
named as the Insured in this Policy. Provided always that nothing
herein shall increase the Sum Insured under this Policy.
4.5 Waiver of Subrogation
Insurers hereby agree to waive all rights of subrogation which they
may have or acquire against any of the parties comprising the Insured
except when such rights of subrogation are acquired in consequence of
any fraud, misrepresentation, non-disclosure or breach of condition by
that Insured.
Notwithstanding the foregoing it is expressly agreed that the Insurers
have rights of subrogation against design consultants and consulting
engineers to the extent of coverage they may have under any
professional indemnity insurance in force at the time of the loss or a
minimum amount of HK$15,000,000 whichever is the greater in respect
of any claim paid under this policy.
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GENERAL MEMORANDA attaching to and forming part of all Sections of this Policy -
Continued
4.6 Mitigation Costs including Xxx and Labour
The Insurer will indemnify the Insured in respect of reasonable costs
and expenses incurred by the Insured in effecting temporary repairs or
taking other measures to limit further imminent loss, damage or delay
from a cause which would be indemnified under this Policy.
This indemnity shall also include any expense incurred as a result of
immediate action taken, reasonable at the time of a circumstance which
may give rise to an occurrence of loss, destruction, damage or
liability to minimise or prevent such imminent loss, damage,
destruction or liability being incurred.
Such costs or expense must be reasonable having regard to the value or
loss at risk or the Limit of Indemnity applicable to Section II.
4.7 Payment on Account Clause
For a loss covered by this policy, it is understood and agreed the
Insurers shall allow a partial payment(s) of claim subject to the
policy provisions. To obtain said partial claim payment, the Insured
shall submit a partial proof of loss with supporting documentation for
Insurers agreement and approval. It is further agreed that the
applicable policy deductible must be satisfied before said partial
payment(s) are allowable.
4.8 Losses in Progress
It this Policy should terminate whilst a loss is in progress, then
subject to the other terms and conditions of this Policy and provided
that no part of such loss is claimed against any policy replacing this
Policy, it shall be assumed that the entire loss occurred prior to the
termination of this Policy and the indemnity provided by the Insurers
shall be calculated accordingly.
4.9 Bankruptcy, Insolvency or Termination
In the event of the bankruptcy, insolvency or termination of any party
claiming to be indemnified as an Insured or Additional Insured
hereunder, the Insurers shall not be relieved hereby of the payment of
any claim hereunder because of such bankruptcy, insolvency or
termination.
4.10 Titles of Paragraphs
The several titles of the various paragraphs of this Policy (and of
any Endorsement attached to the Policy or which may be attached in the
future) are inserted solely for convenience of reference and shall not
be deemed in any way to limit or affect the provisions to which they
relate.
4.11 Singular Terminology
Any expression stated in the singular shall apply equally in the
plural or vice versa.
Page 22
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
GENERAL MEMORANDA attaching to and forming part of all Sections of this Policy -
Continued
4.12 Cancellation on Abandonment
In the event of non-commencement or abandonment of an Insured Project
for any reason the Insured may at their option cancel the Policy or
that part of the Policy relative to the non-commenced or abandoned
Project. The premium payable in the event of cancellation in whole or
in part shall be limited to the rate payable applied to the value of
the completed works under such Project at the time of non-commencement
or abandonment, the Insured paying any additional premium required or
being entitled to a refund.
4.13 Site Visitors and Ceremonies
The admission of visitors to the sites of the Insured Contracts for
inspections, educational or public relations purposes and activities
connected with the organisation and performance of official ceremonies
for any Insured Contract or the Insured Projects shall be included
hereunder and shall not prejudice coverage by any section of this
policy.
4.14 Continued Coverage on Cessation of Work
In the event of a contractor terminating or having his contract
terminated resulting in total or partial cessation of work then
notwithstanding the provisions of Exception 2.1.2, it is agreed that
the interests of the Owner shall remain covered under the terms of
this policy in respect of permanent and temporary works and materials
and any contractors' equipment over which the Owner holds lien.
4.15 Uncertified Works
In the event that as at the date stated in the Schedule as the
expiration of the Works Damage Period of Insurance a Certificate of
Practical Completion has not been issued in respect of any portions of
the Works then this insurance shall remain in full force in respect of
such portions while they remain at the risk and responsibility of the
Contractor. If the certification is subsequently backdated then for
purposes of this insurance the date of termination of coverage
hereunder shall be deemed to be the date on which the Certificate of
Practical Completion is physically issued to the Contractor and the
Employer undertakes to pay such additional premium as may be required
for such extension in accordance with policy conditions.
4.16 Use of Existing Railway Facilities
In the event that existing East Rail tracks or facilities are used for
the assembly, testing or trial running of rolling stock for the East
Rail Extensions Programme, such activities shall be deemed to be
Insured Project activities within the scope of this Policy.
Page 23
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
5. GENERAL EXCLUSIONS applicable to all Sections of this Policy
The Indemnity provided by this Policy shall not apply to nor
include :-
5.1 Radioactive Contamination Exclusion Clause Indemnity for:
a) any loss destruction or damage to any property whatsoever or
any loss or expense whatsoever resulting or arising
therefrom or any consequential loss;
b) any legal liability of whatsoever nature;
directly or indirectly caused by or contributed to by or arising
from :
i) ionising radiations or contamination by radioactivity from
any nuclear fuel or from any nuclear waste from the
combustion of nuclear fuel.
ii) nuclear weapon materials.
For the purpose of this exclusion only combustion shall include any
self-sustaining process of nuclear fission.
5.2 War etc Risks Exclusion Clause
Loss, damage or liability directly or indirectly occasioned by
happening through or in consequence of war, invasion, acts of foreign
enemies, hostilities (whether war be declared or not), civil war,
rebellion, revolution, insurrection, military or usurped power or
confiscation, commandeering, requisition or destruction or damage by
order of any Government de jure or de facto or by any public
authority.
Notwithstanding this war exclusion clause, the Insurance shall cover
loss or damage :
a) caused by missiles and/or mines and/or bombs and/or other
explosives not discovered at the moment of commencement of
the work on any part of the Insured Projects hereunder, so
long as no state of war exists in which the country where
the subject matter insured will be erected is involved;
b) caused by strikes, locked-out workmen or persons taking part
in labour disturbances, riots or civil commotions or persons
acting maliciously;
c) caused by shells and/or other missiles fired from military
training grounds and/or dropped from military planes (in
peacetime).
Page 24
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
6. GENERAL CONDITIONS applicable to all Sections of this Policy
6.1 This Policy and the Schedule shall be read together as one contract
and any word or expression to which specific meaning has been attached
in any part of this Policy or of the Schedule shall bear such specific
meaning wherever it may appear.
6.2 If there shall occur any change involving a material alteration in the
facts set out in this Policy or forming the basis of this Insurance
the Insured shall, as soon as possible, give notice in writing to the
Insurers and there shall be such adjustment of the premium as may be
mutually agreed.
The Insurer will not exercise their rights to avoid this insurance on
the grounds of mis-description, mis-representation or non-disclosure
of any information material to the risks insured by this Policy
provided the Insured can establish that the mis-description,
mis-representation or non-disclosure was committed innocently,
unwittingly and in good faith
6.3 All the terms, exceptions and conditions contained herein or endorsed
hereon :-
a) are incorporated in and form part of this Policy
b) are to be deemed conditions precedent to any liability on
the part of the Insurers so far as they relate to anything
to be done by the Insured.
6.4 The Insured shall upon the discovery of any event likely to give rise
to a claim under this Policy
a) give notice in writing thereof as soon as possible to the
Insurers and at his own expense as soon as practicable
supply full particulars in the form required by the
Insurers,
b) send to the Insurers on receipt any writ, summons or other
proceedings which may be commenced against the Insured,
c) give to the Insurers all information and assistance to
enable the Insurers to settle or resist any claim or
institute proceedings.
The Insured shall take all practical steps, including in the case of
goods lost or stolen, or of wilful damage thereto, to give notice to
the police as soon as possible for the purpose of recovering any
property lost and in the case of theft or wilful damage to discover
the guilty person or persons and to have him, her or them prosecuted
at the expense of the Insurers.
The Insured shall not negotiate, pay, settle, admit or repudiate any
claim under this Policy without the written consent of the Insurers.
The Insured shall not in any case be entitled to abandon any property
to the Insurers whether taken possession of by the Insurers or not.
Page 25
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
GENERAL CONDITIONS applicable to all Sections of this Policy - continued
6.5 The Insured shall take all reasonable precautions in the selection of
labour and in the maintenance in efficient condition of all plant and
appliances used in connection with any contract covered by this Policy
and the Insurers shall at all reasonable times have by its
representatives access to examine any such plant and appliances.
The Insured shall also take and cause to be taken all reasonable
precautions to prevent loss, damage or accident and shall ensure that
all such precautions are carried out and maintained during the Period
of Insurance.
In the event of any occurrence giving rise to loss or damage under
this Policy the Insured shall at the expense of the Insurers take such
action as is necessary to minimise the loss.
6.6 The Insured shall, if required by the Insurers produce or give access
to any property alleged to be damaged.
6.7 It is understood that any deliberate act omission statement or
mis-statement on the part of any individual Insured which may vitiate
any claim or render this policy void shall have such effect only as to
the rights and interests of that particular Insured and shall not
prejudice the rights and interests of any other Insured under this
Policy.
6.8 The Insured shall at the expense of the Insurers do and concur in
doing and permit to be done all such acts and things as may be
necessary or reasonably be required by the Insurers for the purpose of
enforcing any rights and remedies or of obtaining relief or indemnity
from other parties to which the Insurers shall be or would become
entitled or subrogated upon their paying for or making good any loss
or damage under this Policy whether such acts and things shall be or
become necessary or required before or after this indemnification by
the Insurers.
6.9 This insurance shall be primary in respect of the risks and interests
for which it has been effected by the Owners in accordance with their
obligations under the Insured Contracts. In any other circumstances
this insurance shall not be called into contribution.
6.10 All differences arising out of this Policy as to the amount of any
settlement, liability being otherwise admitted shall be referred to
the decision of an Arbitrator to be appointed in writing by the
parties in difference or if they cannot agree upon a single Arbitrator
to the decision of two Arbitrators one to be appointed by each of the
parties in writing before entering upon the Reference. The costs of
the Reference and the Award shall be at the discretion of the
Arbitrator, Arbitrators, or an Umpire to be appointed if the
Arbitrators cannot agree, making the Award.
Page 26
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
GENERAL CONDITIONS applicable to all Sections of this Policy - continued
6.11 In settlement of claims under Section I of this Policy Insurers shall,
subject to the terms and conditions of the Policy, indemnify the
Insured on the basis of the full cost of repairing, reinstating or
replacing the Insured Property lost or damaged even though in the case
of contract works such costs may vary from the original construction
costs and shall include all taxes and import duties even if they have
been varied or imposed subsequent to the inception of the Policy.
In the calculation of the costs of restoration or replacement of
Works, those elements of costs for which provision is made in the
computation of the Sum Insured and such other costs and expenses for
which specific provision is made in this Policy will be taken into
account.
6.12 This Policy shall be construed according to the Laws of the Hong Kong
Special Administrative Region.
Page 27
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
SPECIAL CONDITIONS OF CONTRACT
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
SPECIAL CONDITIONS OF CONTRACT
17 December 2002 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
SPECIAL CONDITIONS OF CONTRACT
(FOR CIVIL ENGINEERING AND BUILDING WORKS)
TABLE OF CONTENTS
Clause Subject Heading Page
------ --------------- ----
A CONDITIONS
ALTERNATIVE DESIGN
SCC1 Alternative Design SCC/1
THIRD PARTY CLAIMS IN RESPECT OF DAMAGE ON AND TO
AGRICULTURAL LANDS
SCC2 Third party claims in respect of damage on and to
agricultural lands SCC/1
LANDFILL CHARGE
SCC3 Landfill Charge SCC/2
SCHEDULE 11 PART B - EMPLOYEE'S COMPENSATION
INSURANCE
SCC4 Schedule 11 Part B - Employee's Compensation
Insurance SCC/2
COMBINED CONTRACTORS ALL RISKS, AND THIRD PARTY
LEGAL LIABILITY INSURANCE
SCC5 Combined Contractors All Risks, and Third Party
Legal Liability Insurance SCC/2
B ATTACHMENTS
Attachment Title
Attachment 1 Form of Design Warranty SCC/3
Attachment 2 Damage To Crops And Property on Agricultural Lands SCC/10
Attachment 3 Schedule 11 Part B Employee's Compensation Insurance SCC/14
17 December 2002 SCC/1 Contract No. LCC-202
This page has been left intentionally blank
SPECIAL CONDITIONS OF CONTRACT
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
SPECIAL CONDITIONS OF CONTRACT
SCC1 ALTERNATIVE DESIGN
1.1 In the event that an alternative design is accepted by the
Corporation, the Contractor shall:
(a) procure that the Contractor's design consultant maintains
professional indemnity insurance in respect of the design
obligations for the Contract from the date of his
appointment by the Contractor and expiring not before six
years from the date of the issue of the Substantial
Completion Certificate for the Works through continued
renewal of the same policy, purchase of extended recovery
period or retroactive insurance. The limit of liability
shall be not less than HK$150,000,000 for any one occurrence
or series of occurrences arising out of any one event and in
the aggregate with deductibles and excesses thereunder not
exceeding ten per cent of the said cover; and
(b) within 14 days of the date of the Letter of Acceptance, the
Contractor shall supply to the Engineer the warranty duly
executed by the design consultant as a deed in the form
appearing in Attachment 1 to these Special Conditions.
SCC2 THIRD PARTY CLAIMS IN RESPECT OF DAMAGE ON AND TO AGRICULTURAL LANDS
2.1 Any claim received by the Employer or the Engineer in respect of
matters for which the Contractor is required under the Contract to
indemnify the Employer will be passed to the Contractor who shall
likewise inform the Employer and the Engineer of any such claim which
is submitted directly to him. The Contractor shall keep the Employer
and the Engineer informed as to the progress made towards settlement
of any such claim received.
2.2 When a claim involves alleged damage to crops or property on
agricultural lands, the District Lands Officer shall be informed by
the Engineer's Representative and a representative or representatives
of the District Lands Office will be present at the negotiations in
respect of such claims and any payment in settlement of the claim
shall be made through the District Lands Officer to the claimant. The
Contractor shall do everything necessary including notifying his
insurers of the claim received, if any, to ensure that the claim is
settled without delay. If, in the opinion of the Employer, the
Contractor or his insurers, if any delay settlement, the Employer may
make direct payment to the claimant in settlement of all outstanding
amounts which in the opinion of the Employer are due to him and shall
without prejudice to any other method of recovery have the right to
deduct by way of set-off, in accordance with Clause 75 of the General
Conditions the sums so paid.
17 December 2002 SCC/1 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
2.3 Procedures to be followed when damage to crops or to other property
has occurred on agricultural lands as a result of the Works are set
out in Attachment 2 to these Special Conditions.
SCC3 LANDFILL CHARGE
Without prejudice to the generality of this Clause, if there is any
landfill charge (but not any other charge fee) required to be paid
under a Landfill Charging Scheme in relation to the execution of the
Works or any part thereof, such landfill charge shall be borne by the
Employer. The Contractor shall pay the landfill charge when demanded
by the relevant authority and the sum so paid shall be reimbursed to
the Contractor by the Employer in accordance with the payment
provisions of the Contract. For the avoidance of doubt, other than a
landfill charge which the Contractor has paid under this sub-clause,
the Contractor shall not be entitled to claim any other charge
(whether for handling, administration, finance or otherwise) as a
result of this arrangement. All such charges, if any, shall be deemed
covered by the rates in the Pricing Schedules. (For the purpose of
this sub-clause, "Landfill Charging Scheme" means a charging scheme
for the disposal of waste etc. at landfill sites, whether in exactly
the same name or not, as may be implemented by the Government under an
enactment regulation or by-law.)
SCC4 SCHEDULE 11 PART B - EMPLOYEES' COMPENSATION INSURANCE
Schedule 11 Part B of the General Conditions is replaced in entirety
by Attachment 3 to these Special Conditions.
SCC5 COMBINED CONTRACTORS ALL RISKS, AND THIRD PARTY LEGAL LIABILITY
INSURANCE
5.1 Paragraph 3.1.1 of Schedule 10 (Insurance Policy) to the General
Conditions is deleted and replaced by the following:
"Liability for death of or bodily injury (including illness) arising
out of or in the course of undertaking any activity in connection with
an Insured Contract in respect of:
a) any person employed directly or independently by or the
proprietor of any Contractor and/ or Sub-contractor of any
tier; and
b) any person to whom any part of the Insured Contract have
been sub-contracted including but not limited to
self-employed person and/or sole-proprietor."
17 December 2002 SCC/2 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 1 TO
THE SPECIAL CONDITIONS OF CONTRACT
17 December 2002 Contract No. LCC-202
This page has been left intentionally blank
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 1 TO THE SPECIAL CONDITIONS OF CONTRACT
FORM OF DESIGN WARRANTY
THIS AGREEMENT is made the day of 2002 [SEE NOTE 1].
BETWEEN:
(1) [Insert name of Designer] a company incorporated in and in accordance
with the laws of [Insert Jurisdiction of Incorporation] [SEE NOTE 2]
of [Insert Registered Address of Designer] ("the Designer"); and
(2) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] ("the Contract") made between the Employer and [Insert
name of Contractor] ("the Contractor"), the Contractor agreed to
execute the Works upon the terms contained in the Contract.
(B) The Contractor and the Designer have entered into an agreement ("the
Design Agreement") by which the Designer has undertaken the whole or
part of the Contractor's obligations in respect of the design of the
Works.
(C) The Design Agreement stipulates that the Designer is obliged to
provide the Employer with an executed warranty in the terms hereof.
NOW IT IS HEREBY AGREED as follows:
1. In this Warranty, words and expressions shall have the meanings
assigned to them in the Contract, except where the context otherwise
requires.
2. The Designer warrants and undertakes to the Employer that it has
exercised and will, in carrying out the design of the Works and
performing the other duties and functions ascribed to it in the Design
Agreement, continue to exercise all the skill and care to be expected
of a professionally qualified and competent designer experienced in
carrying out the design of works which are of a similar nature and
scope to the Works.
3. The Designer warrants and undertakes to the Employer that it has taken
out and maintained or if it has not already done so, shall take out
and maintain in respect of his design obligations under the Design
Agreement professional indemnity insurance for a
17 December 2002 SCC/3 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
limit of cover of not less than HK$150 million for each occurrence or
series of occurrences arising out of one event and in the aggregate
with deductible and excesses thereunder not exceeding 10% of the said
cover for a period commencing on the date of his appointment by the
Contractor and expiring not before 6 (six) years from the date of the
issue of the Substantial Completion Certificate for the Works provided
that if the Designer considers that such cover is not available at
reasonable rates, the Designer shall forthwith inform the Engineer and
the level of cover or terms for the purposes of this Clause 3 shall be
the maximum level or best terms which are obtainable in the
international insurance market at rates which are, in the Engineer's
opinion, reasonable. The Designer shall not, without the prior
approval in writing of the Employer, settle or compromise with the
insurers any claim which the Designer may have against the insurers
and which relates to a claim by the Employer against the Designer, or
by any act or omission, prejudice the Designer's right to make or
proceed with such a claim against the insurers.
4. The Designer undertakes to indemnify the Employer against each and
every liability which the Employer may have to any person whatsoever
and against any claims, demands, proceedings, loss, damages, costs and
expenses sustained, incurred or payable by the Employer to the extent
arising from breach of this Warranty by the Designer, provided that
the Designer shall have no greater liability to the Employer by virtue
of this Clause 4 than the liability of the Designer to the Contractor
under the Design Agreement to the extent that the same shall have
arisen by reason of any breach by the Designer of his obligations
under the Design Agreement.
5. No allowance of time by the Employer under the Contract or by the
Contractor under the Design Agreement nor any forbearance or
forgiveness in or in respect of any matter or thing concerning this
Warranty or the Design Agreement on the part of the Employer or the
Contractor nor anything that the Employer or the Contractor may do or
omit or neglect to do, shall in any way release the Designer from any
liability under this Warranty.
6. The Designer agrees that he will not without first giving the Employer
not less than 21 (twenty one) days' prior notice in writing exercise
any right he may have to terminate the Design Agreement or his
employment thereunder or withhold performance of his obligations under
the Design Agreement.
7. (a) Notwithstanding anything to the contrary in the Design
Agreement, if the Contract or the employment of the
Contractor under the Contract is terminated for any reason
whatsoever and if so requested by the Employer in writing
within 21 (twenty one) days of such termination, the
Designer shall enter into a novation agreement with the
Employer and the Contractor in which the Designer will
undertake, inter alia, to perform the Design Agreement and
be bound by its terms as if the Employer had originally been
named as the contracting party in place of the Contractor
and as if neither the Contract nor the Contractor's
employment thereunder had been terminated. The said
17 December 2002 SCC/4 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
novation agreement will be in such form as the Employer may
reasonably require.
(b) If the Employer does not require the Designer to enter into
a novation agreement as required by Clause 7(a) above, the
Designer shall have no claim whatsoever against the Employer
for any damage, loss or expense howsoever arising out of or
in connection with this Warranty.
8. Except to the extent (if any) expressly permitted by the Design
Agreement, the Designer shall not sub-contract any of his obligations
under the Design Agreement without the prior written consent of the
Employer.
9. The Designer acknowledges that the Employer shall be entitled to
assign the benefit of this Warranty at any time without the consent of
the Designer being required.
10. The Designer undertakes that no material variation or amendment to or
waiver of the terms of the Design Agreement shall be agreed with the
Contractor without the prior written consent of the Employer.
11. Nothing in this Warranty shall be taken as diminishing or increasing
any liability on the part of the Designer under the Design Agreement.
12. The Designer acknowledges that it has not relied on any information
relating to the Project, the Site or the Works provided directly or
indirectly by the Employer and that the Employer shall have no
liability or responsibility to the Designer for any such information
in the absence of fraud.
13. (1) Insofar as the patent, copyright or other intellectual
property rights in any plans, calculations, drawings,
documents, materials, know-how and information relating to
the execution of the Works shall be vested in the Designer,
the Designer grants to the Employer a royalty-free,
non-exclusive and irrevocable licence (carrying the right to
grant sub-licences) to use and reproduce any of the works,
designs or inventions incorporated and referred to in such
documents or materials and any such know-how and information
for all purposes relating to the Works (including, without
limitation, the design, construction, reconstruction,
completion, maintenance, reinstatement, extension, repair
and operation of the Works). To the extent beneficial
ownership of any such patent, copyright or other
intellectual property right is vested in anyone other than
the Designer, the Designer shall use its reasonable
endeavours to procure that the beneficial owner thereof
shall grant a like licence to the Employer. Any such licence
granted shall not be determined if the Design Agreement
shall be revoked or expire or if the Design Agreement shall
be terminated.
(2) In the event of the Designer ceasing to be employed under
the Design Agreement for any reason whatever, the Designer
shall provide to the Employer for the retention and use by
it, all drawings, diagrams, specifications, calculations and
17 December 2002 SCC/5 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
other data and information which the Designer has prepared
or are within its possession or control relating to the
Works whether or not previously provided.
14. All documents arising out of or in connection with this Warranty shall
be served:
(1) upon the Employer at [Insert Address]; and
(2) upon the Designer at [Insert Address], Hong Kong. [SEE NOTE
3]
15. The Employer and the Designer may change their respective nominated
addresses for service of documents to another address in Hong Kong but
only by prior written notice to each other. All demands and notices
must be in writing.
16. This Warranty shall be governed by and construed according to the laws
for the time being in force in Hong Kong and, subject to Clause 17,
the Designer agrees to submit to the non-exclusive jurisdiction of the
Courts of Hong Kong.
17. (1) Any dispute or difference of any kind whatsoever between the
Employer and the Designer arising under, out of or in
connection with this Warranty shall be referred to
arbitration in accordance with the Arbitration Rules. The
reference shall be a domestic arbitration for the purpose of
Part II of the Arbitration Ordinance (Cap. 341). References
to "Dispute" in such arbitration rules are deemed to include
any such dispute or difference between the Employer and the
Designer.
(2) In the event that the Employer is of the opinion that the
issues in such a dispute or difference will or may touch
upon or concern a dispute or difference arising under, out
of or in connection with the Contract ("the Contract
Dispute") then provided that an arbitrator has not already
been appointed pursuant to Clause 17(1), the Employer may by
notice in writing to the Designer require and the Designer
shall be deemed to have consented to the referral of such
dispute or difference to the arbitrator to whom the Contract
Dispute has been or will be referred.
(3) Save as expressly otherwise provided, the arbitrator shall
have full power to open up, review and revise any decision,
opinion, instruction, notice, order, direction, withholding
of approval or consent, determination, certificate,
statement of objection, assessment or valuation of the
Employer, the Engineer under the Contract the Designer or
the Contractor relating to the dispute or difference.
17 December 2002 SCC/6 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
IN WITNESS whereof this Warranty has been executed as a deed on the date first
above written.
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereto affixed by authority of the )
Managing Board and signed by )
[ ] and [ ] )
in the presence of: )
------------------------
(Authorised Signatory)
------------------------
(Authorised Signatory)
THE COMMON SEAL of )
[Insert name of Designer] )
was affixed hereto )
in the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by [Insert name of lawful attorney of Designer] )
for and on behalf of [Insert name of Designer] )
as lawful attorney of the Designer under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
___________________
[SEE NOTE 4]
17 December 2002 SCC/7 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
NOTES FOR GUIDANCE IN PREPARATION OF WARRANTY BY DESIGNER
These notes are prepared in order to assist the Designer in the preparation of
the Warranty and cross refer to the note references contained in the draft
Warranty itself. The note references contained in the draft Warranty shall be
deleted from the engrossment of the Warranty when prepared by the Designer.
NOTE 1
At the time of preparation of the Warranty by the Designer, the date should be
left blank. The date will be inserted by the Employer at the time of execution
of the Warranty by him.
NOTE 2
The jurisdiction in which the Designer is incorporated shall be inserted.
NOTE 3
The address for service shall be in Hong Kong.
NOTE 4
The Designer shall execute the warranty under seal.
This may be done either by:
(a) affixing the Corporate Seal of the Designer in the presence of
authorised signatories in accordance with the Articles of Association
or other constitutional documents of the Designer; or
(b) by execution under seal by an attorney appointed by a valid and
binding Power of Attorney given by the Designer in accordance with its
Articles of Association or other constitutional documents.
The following documents shall be submitted with the executed warranty:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Designer's Articles of Association or
other constitutional documents dealing with the execution of
documents by use of the Corporate Seal of the Designer; and
(b) a copy of the Board Resolution or a copy of the minutes of
the meeting of the Board the Designer by which the execution
of the Warranty was approved;
17 December 2002 SCC/8 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
2. if executed by an attorney on behalf of the Designer:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Designer to execute documents on its
behalf; and
(b) evidence of the authority of the person providing the Power
of Attorney to delegate powers to the attorney e.g. copy of
the Board Resolution authorising the appointment of the
attorney or extracts from the Designer's Articles of
Association or other constitutional documents dealing with
the appointment of attorneys together with confirmation of
the position or office held by the person giving the Power
of Attorney; and
3. if the Designer is incorporated outside of Hong Kong, a legal opinion,
if required by the Employer, in a form that shall be provided to the
Designer, confirming the validity of the execution of the Warranty and
of any Power of Attorney.
17 December 2002 SCC/9 Contract No. LCC-202
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SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 2 TO
THE SPECIAL CONDITIONS OF CONTRACT
17 December 2002 Contract No. LCC-202
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SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 2 TO THE SPECIAL CONDITIONS OF CONTRACT
DAMAGE TO CROPS AND PROPERTY ON AGRICULTURAL LANDS
PROCEDURES
1. On receiving a report from the appropriate District Office (DO),
District Lands Office (DLO), Agriculture, Fisheries and Conservation
Department (AFCD) or the claimant, that damage has occurred, the
Engineer's Representative shall arrange joint inspection of the
affected area with representatives of the Contractor, the claimant,
the DO, DLO, AFCD, and the relevant project office if the Works are
being supervised by consultants, to ascertain whether the damage has
originated from the contract works. A written assessment should be
sent to Department of Justice (DoJ) by the Engineer, or via the
project office when consultants are involved, for advice if there are
any doubts as to the Contractor's liability.
2. Where the inspection reveals that damage could have originated from
the Works the Engineer's Representative shall as soon as possible
after the damage has occurred arrange for -
(a) the damage to be photographed;
(b) the boundary of the damaged area or the extent of the damage
to be defined and recorded during the inspection;
(c) DLO or District Survey Office staff to record lot numbers,
details of the damage, and measure and prepare a plan of the
land area involved;
(d) AFCD staff, with the assistance of the Engineer's
Representative if required, to provide technical advice,
record the damage, determine the total value of damage
and/or loss of the crops suffered, assess the cost of
removing silt (if any) and of restoring the soil to a state
suitable for production of crops (if applicable);
(e) measurements of quantities for compensation assessment by
DLO or AFCD to be agreed with the Contractor and the
claimant through the Engineer's Representative and recorded
in the usual way for contract measurements; and
(f) apportionment of the damage to be assessed where part only
of the damage has been caused by the Works. This
apportionment may include other Works.
3. If any change of circumstance arises which causes the compensation to
be re-assessed, the department/office/party having knowledge of such
change of circumstance shall notify the Engineer's Representative, who
shall arrange another Site inspection following the procedures set out
in paragraphs 1 and 2. The re-assessment made should be copied to
Department of Justice (DoJ) if advice on the Contractor's liability
has been sought and the basis of re-assessment differs from the
previous assessment.
17 December 2002 SCC/10 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
4. If the Engineer considers that flooding or any material which caused
the damage had originated from the Works, he shall write to the
Contractor -
(a) notifying the Contractor of impending claims for
compensation and that details (AFCD Damage and/or Crop
Compensation Schedules) will be forwarded when obtained from
the DLO;
(b) drawing the Contractor's attention to the appropriate clause
in the General Conditions requiring him to indemnify the
Employer against claims;
(c) enquiring whether, in the event of the land owner and/or
occupier agreeing, the Contractor wishes to remove silt and
boulders and/or to repair any damage by his own labour.
Where damage has caused loss of crops, the Contractor shall
be liable both for the cost of repairing the damage and for
paying compensation for loss of crops.);
(d) requesting the Contractor to pay the compensation direct to
the DLO within 14 days of being given notice of the amount
payable and/or repair the damage or bear the cost of doing
so; and
(e) informing the Contractor that in the event of his not paying
the DLO as requested, the Employer may pay such compensation
to the claimant without prejudice to the Employer's rights
under the Contract including the right to recover all costs
incurred from the Contractor in accordance with the SCC2
relating to claims by a third party in respect of damage.
5. The Engineer shall attempt to obtain the Contractor's acceptance of
liability quickly, but provided that the Engineer is satisfied that
the damage has been caused by the execution of the contract works,
funds will be provided from the project vote if the Contractor has
failed to pay within the 14 days and/or has failed to commence any
repair work which he has undertaken to do. The amount paid in
compensation shall be recovered by deductions from money due to the
Contractor.
6. The assessed costs shall be paid by banker's cheque through the DLO to
the claimant.
7. Should the amount of compensation exceed the amount of money due or
likely to become due to the Contractor under the Contract, the
Employer shall be entitled to deduct the difference from moneys due to
the contracts in accordance with Clause 75 of the General Conditions.
8. If it cannot be agreed on whether the damage was caused by the Works,
or to what extent it was caused, the Engineer's Representative in
consultation with the relevant DO will present a case as soon as
possible to the Engineer so that a decision can be made on whether to
accept a commitment against the project vote in the event that it may
not be possible legally to recover any or some of the compensation
from the Contractor.
9. A flow chart showing procedures to be followed is attached at Annex A.
17 December 2002 SCC/11 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
10. The following points relating to the SCC2 should also be noted:-
(a) the Employer is entitled under the SCC to exercise the right
to deduct the amount paid by way of set-off, from any monies
due or which may become due to the Contractor under the
Contract or any other contract, provided that the claim is
in respect of matters for which the Contractor is required
under the contract to indemnify the Employer and the
Employer is satisfied that the Contractor or his insurers
are delaying settlement of the claim.
(b) There is no obligation on the part of the Employer to make
direct payment to a claimant. There is merely a discretion
to do so if it is thought appropriate in the circumstances.
(c) in any case it is possible that the Contractor or his
insurers could mount an action against the Employer if it
could be proved that the terms of settlement with the
claimant were too generous. This is a risk inherent in the
SCC which can only be minimized by careful examination and
assessment of the claims but can never be eliminated
completely.
(d) The procedure sub-clause 2.2 of the SCC2 shall be invoked
only in relation to settlement of small claims. Claims
substantially above the stated excess in the insurance
policy should be left to the care of the insurers.
11. Where damage is caused by the execution of the Works GC Clause 22 and
GC Clause 75 shall apply and the procedures set out above shall be
used as appropriate.
12. When deducting money in accordance with this circular always refer to
the SCC2 or GC Clause 22. Any dispute over the right to deduct or the
valuation shall be resolved under GC "Dispute Resolution" Clause 78.
13. In the event that the claimant does not agree with AFCD's valuation
then in the first instance DO/DLO intervene to see if the dispute may
be settled satisfactorily between the claimant and the Contractor. If
the dispute cannot be so settled, it shall be referred to the
Department of Justice (DoJ).
17 December 2002 SCC/12 Contract No. LCC-202
ANNEX A
[DESIGN DRAWING 1]
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 3 TO
THE SPECIAL CONDITIONS OF CONTRACT
17 December 2002 Contract No. LCC-202
This page has been left intentionally blank
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 3 TO THE SPECIAL CONDITIONS OF CONTRACT
SCHEDULE 11
PART B
EMPLOYEE'S COMPENSATION INSURANCE
1. The Employer shall facilitate the establishment of an Employees'
Compensation Master Policy (ECMP) with an Insurer duly licensed by
Insurance Authority of the Hong Kong Special Administrative Region and
in terms acceptable to the Employer.
2. In accordance with the provisions of Clause 33.1 (g) of the General
Conditions, the Contractor shall procure insurance through the
Employer's appointed broker, Aon Risk Services Hong Kong Limited (Aon)
jointly for itself and for its sub-contractors of every tier from the
Date for Commencement of the Works until the date of issue of the
Defects Liability Certificate through the ECMP under procedures to be
promulgated by the Employer before the Date of Commencement of the
Works.
3. The Contractor shall pay the Employee's Compensation Insurance (ECI)
premium, the Statutory Employee's Compensation Insurance Levy (ECIL)
and any adjustment thereof, as determined by the insurers, on
production of an invoice by Aon. In any event, the Contractor shall
provide payment receipts issued by Aon for:
(a) the ECI premium and ECIL, within 30 days from the date of Letter
of Acceptance; and
(b) any adjustment of the ECI premium and ECIL, within 30 days of the
date of the invoice for any such adjustment.
The ECI premium and ECIL, evidenced by the aforesaid payment receipts
shall, notwithstanding any provision of the Contract, be reimbursed to
the Contractor by the Employer without the deduction of Retention
Moneys on the instruction of the Engineer pursuant to Clause 65.1(a)
of the General Conditions. Without prejudice to any other provision of
the Contract, a certificate certifying the reimbursement shall be
issued by the Engineer within 7 days of the Contractor presenting the
said receipts to the Engineer. Notwithstanding any other provision of
the Contract, the Contractor shall not be entitled to receive any
overhead or profit from the Employer on any ECI premium and ECIL
reimbursed by the Employer to the Contractor.
4. Insurance coverage provided by ECMP shall follow the standard Accident
Insurance Association of Hong Kong Employee's Compensation policy
wording to indemnify the obligations of the Contractor and its
sub-contractors of every tier and shall additionally include
enhancements and extensions as set out in the synopsis to be provided
by the Employer, subject to any amendment required by the insurers,
other than as a result of default of the Employer.
17 December 2002 SCC/14 Contract No. LCC-202
This page has been left intentionally blank
SPECIAL CONDITIONS OF CONTRACT
EAST RAIL EXTENSIONS
SYNOPSIS OF INSURANCE
REFERRED TO IN SCHEDULE 11 PART B
(PROVISIONAL TERMS - TO BE CONFIRMED)
EMPLOYEES' COMPENSATION
INSURANCE PROGRAMME
specifically for the
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS PROJECT
LOK MA XXXX SPUR LINE
(Except Contracts LDB201, LCC205,
LCC206 and LFCC007)
17 December 2002 Contract No. LCC-202
This page has been left intentionally blank
SPECIAL CONDITIONS OF CONTRACT
SCHEDULE 11 PART B
SYNOPSIS OF INSURANCE MASTER POLICY
Insured : the Employer, the Contractors and their subcontractors of
any tier.
Insured Contracts : All civil works, contracts and systemwide contracts
(railway operating system) other than Contracts LDB201,
LCC205, LCC206 and LFCC007 for the Lok Ma Xxxx Spur Line
for the East Rail Extensions Project.
Territorial Limits : Hong Kong Special Administrative Region but including
staff and workers temporarily working outside the Hong
Kong Special Administrative Region.
Period of Insurance : For the duration of the Insured Contracts from date to be
advised to completion of the Insured Contracts plus 12
months Defects Liability Period as defined in each
applicable Insured Contract separately.
1. Employees' Compensation Insurance
Limit of Indemnity : HK$200 million per accident
Extensions :
. Joint Insured Clause
. Primary Insured Clause
. Waiver of Subrogation Rights Against All Joint Insureds
. Cancellation Clause
. Future Amendments to Statutory Provisions (subject to
additional premium payable and as recommended by AIA or
relevant body)
. W204 Indemnity to sub-contractors
. W348 Witnessing Clause (Exception (a))
. Emergency Fatality Payment Clause
. Cover for Employees Temporarily Outside the H.K.
Special Administrative Region
17 December 2002 SCC/15 Contract No. LCC-202
SPECIAL CONDITIONS OF CONTRACT
. Cover for Employees Whilst Undertaking Business Trips
. Declaration to Master Policy
. Jurisdiction
. Terrorism Endorsement
. Claims Reporting/Processing System and Medical
Healthcare Scheme
The foregoing insurance provides cover only for Employees within the meaning
of the Hong Kong Employees' Compensation Ordinance.
2. Standalone Legal Liability Insurance (for claims at common law):
. Insuring Independent Contractors and/or Sole Proprietors - of
subcontractors ("self employed labour only subcontractors/sole
proprietors") subject to a limit of HK$100 million per accident, and to
policy terms, conditions and limitations.
Deductibles for "self employed labour only subcontractors/sole proprietors":
. 5% of adjusted loss amount with a minimum of HK$100,000 per accident.
17 December 2002 SCC/16 Contract No. LCC-202
ARTICLES OF AGREEMENT
THIS AGREEMENT is made the day of 2003.
BETWEEN:
(1) KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer"); and
(2) MAEDA CORPORATION of 00-00, Xxxxxx 0-0xxxxx, Xxxxxxx-xx, Xxxxx, Xxxxx,
a company incorporated in and in accordance with the laws of Japan.
WHEREAS:
(A) The Employer requires the Works to be executed as part of the Project
and has accepted the Tender.
(B) The Contractor has agreed to execute the Works.
NOW IT IS HEREBY AGREED as follows:
1. In consideration of the payments to be made by the Employer to the
Contractor as hereinafter mentioned, the Contractor hereby covenants
with the Employer to execute the Works in accordance with the
Contract.
2. The Employer hereby covenants to pay to the Contractor in
consideration of the execution of the Works the Final Contract Sum or
such other sums as may be payable to the Contractor in accordance with
the Contract at the times and in the manner prescribed by the
Contract.
3. The Contract comprises the entire agreement between the parties hereto
relating to the transactions provided for therein and supersedes any
previous agreements between the parties relating thereto or any part
thereof. Save to the extent that any statement, condition,
qualification, warranty, representation or undertaking made in the
Tender, or in any discussion or correspondence thereon or relating
thereto, is expressly incorporated in the Contract, the same is not so
incorporated and is hereby withdrawn.
- 1/2 -
4. The Employer's address for service of documents shall be the address
first referred to above and the Contractor's address for service of
documents shall be Room 1601-1605, 00/X, Xxx Xxxx Xxxxx Xxxxxx, 0
Science Museum Road, Tsim Sha Tsui East, Kowloon, Hong Kong.
5. Words and expressions used in these Articles of Agreement shall have
the same meaning as are respectively assigned to them in Clause 1 of
the General Conditions attached hereto.
IN WITNESS whereof this Agreement has been executed as a deed the day and year
first above written.
THE SEAL of )
KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereunto affixed by authority of the )
Managing Board; and signed by: )
------------------------ -------------------------
(Authorized Signature) (Authorized Signature)
------------------------ -------------------------
(Witness) (Witness)
SIGNED, SEALED AND DELIVERED )
by Xx. Xxxxxxxx Xxxxx )
as lawful attorney for and on behalf of )
MAEDA CORPORATION )
under Power of Attorney dated [ ] )
in the presence of: [ ] )
as Witness )
------------------------ -------------------------
- 2/2 -
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
LIST OF CONTRACT DOCUMENTS
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
LIST OF CONTRACT DOCUMENTS
---------------------------
(Contents of this Volume are shown in shading)
VOLUME ONE
Articles of Agreement and Letter of Acceptance
Articles of Agreement
Letter of Acceptance and Letter of Clarification
General and Special Conditions of Contract
General Conditions of Contract for Civil Engineering and Building Works
(5 April 2000 Edition)
(provided in separately bound booklet)
Special Conditions of Contract Clauses 1 - 5
VOLUME TWO
Form of Tender
Form of Tender
Appendix 1 to the Form of Tender
Appendix 2 to the Form of Tender - Pricing Document
1. Preamble
2. Pricing Schedule - Part 1 of 2
(including the Lump Sum Breakdowns after the last Cost Centre)
17 December 2002 Page i Contract No. LCC-202
LIST OF CONTRACT DOCUMENTS
VOLUME THREE
Form of Tender
Appendix 2 to the Form of Tender - Pricing Document
2. Pricing Schedule - Part 2 of 2 (including the Lump Sum
Breakdowns)
3. Schedule of Milestones
4. Interim Payment Schedule
5. Annex 1 - Standard Method of Measurement - Architectural
Builder's Works and Finishes (July 1998 Edition)
(provided in separately bound booklet)
6. Annex 2 - Standard Method of Measurement - Building
Services (25 January 1999 Edition)
(provided in separately bound booklet)
7. Annex 3 - Additions and Amendments to the Methods of
Measurement
VOLUME FOUR
Specification
General Specification for Civil Engineering and Building Works (March
2000 Edition)
(provided in separately bound booklet)
Standard Specification Volume 1 - Civil (March 2000 Edition)
(provided in separately bound booklet)
Standard Specification Volume 2 - Structural (March 2000 Edition)
(provided in separately bound booklet)
Standard Specification Volume 3 - Geotechnical (March 2000 Edition)
(provided in separately bound booklet)
Standard Specification Volume 4 - Architectural (March 2000 Edition)
(provided in separately bound booklet)
Standard Specification Volume 5 - Electrical & Mechanical (March 2000
Edition)
(provided in separately bound booklet)
Particular Specification - Part 1 of 3
17 December 2002 Page ii Contract No. LCC-202
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentially
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
FORM OF TENDER
17 December 2002 Contract No. LCC-202
Tenderer Maeda Corporation
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
FORM OF TENDER
Date 27 September 2002
To: Director, East Rail Extensions
Kowloon-Canton Railway Corporation
Ground Floor, KCRC House, [STAMP]
Xx.0 Xxx Xxxx Xxxxxx,
Xx Xxx, Xxx Xxxxxxxxxxx,
Xxxx Xxxx.
Dear Sir,
Contract No. LCC-02
West Section Alignment and Associated Works
1. Having inspected the Site and examined the General Conditions of
Contract, the Special Conditions of Contract, the Drawings and the
Specification, any addenda and all other information issued by the
Corporation in respect of the execution of the Works under the
above-mentioned contract and having completed the Pricing Document
contained in Appendix 2 hereto, we hereby [jointly and severally]* offer
to execute the Works in conformity with the said General Conditions of
Contract, Special Conditions of Contract, the Drawings and the
Specification, the said addenda and the aforesaid other information and
Appendices 1 and 2 hereto for such sum as may be ascertained in
accordance with the said General Conditions of Contract, the Special
Conditions of Contract and the Pricing Document as completed by us and
appended hereto.
2. We confirm that, at the date hereof, we are not aware of any requirement
contained in the documents referred to in Paragraph 1 above with which
it is physically impossible to comply, save to the extent disclosed in
the Tender.
3. We undertake [jointly and severally]* to substantially complete the
Works and any Sections and achieve all Stages by the Key Dates stated in
the Specification.
4. We undertake [jointly and severally]*:
(a) to keep this Tender open for acceptance without unilaterally
varying or amending its terms for the period stated in Appendix
1 hereto; [(The withdrawal of any member or any other change in
the composition of the joint venture/consortium/partnership on
whose behalf this Tender is submitted shall constitute a breach
of this undertaking)]*;
Rev. 0: 26 July 2002 Page 1 of 3 Contract No. LCC-202
Tenderer Maeda Corporation
(b) if this Tender is accepted, to provide security for the due
performance of the Contract as stipulated in the General
Conditions of Contract and for the Special Conditions of
Contract; and
(c) to hold in confidence all documents and information whether
technical or commercial supplied to us at any time by or on
behalf of the Corporation in connection with this Tender or the
Works and, without your written authority or as otherwise
required by law, not to publish or otherwise disclose the same.
5. Unless and until a formal agreement is prepared and executed, this
Tender together with your written acceptance thereof shall constitute a
binding contract between us.
6. We understand that you are not bound to accept the lowest or any tender
you may receive.
7. We understand and agree that upon award of the Contract, the result of
the evaluation and the bid of each Tenderer will be made known to all
Tenderers in the interests of transparency.
8. This Tender shall be governed by and construed in all respects according
to the laws for the time being in force in the Hong Kong Special
Administrative Region.
Yours faithfully,
Witnessed by
Signature /s/ X. Xxxxx Signature /s/ X. Xxxx
---------------------------- ---------------------------
Name X. Xxxxx Name X. Xxxx
For and on behalf of Maeda Corporation Occupation Deputy General Manager
Address Rms. 1601-5, New East Ocean Address Rms. 0000-0, Xxx Xxxx Xxxxx
Xxx., Xxx.,
0 Science Museum Rd., T.S.T. East, 9 Science Museum Rd., T.S.T. East,
Kowloon. Kowloon.
Date 27 September 2002
Witnessed by
Signature Signature
--------------------------- -----------------------------
Name ________________________________ Name __________________________________
For and on behalf of ________________ Occupation ____________________________
Address _____________________________ Address _______________________________
_____________________________________ _______________________________________
_____________________________________ Date __________________________________
Rev. 0: 26 July 2002 Page 2 of 3 Contract No. LCC-202
Tenderer Maeda Corporation
*Notes:
If the Tenderer comprises a partnership, joint venture or consortium:-
(a) the provisions marked with an asterisk are to be retained subject to
deletion of the brackets and the inapplicable descriptions (i.e.
partnership, joint venture or consortium);
(b) the liability of each member under the Tender, and under any contract
formed upon its acceptance, will be joint and several; and
(c) a representative of each member must sign the Form of Tender.
[STAMP]
Rev. 0: 26 July 2002 Page 3 of 3 Contract No. LCC-202
This page has been left intentionally blank
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
APPENDIX 1 TO THE FORM OF TENDER
17 December 2002 Contract No. LCC-202
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
APPENDIX 1
TO THE FORM OF TENDER
1. DEFINITION OF "PROJECT"
(Clause - 1.1 of the General Conditions)
"Project" means the Lok Ma Xxxx Spur Line forming part of the East Rail
Extensions which provides an alternative to KCRC's existing electrified
twin track railway system between the current Sheung Shui Station to a
new Lok Ma Xxxx Terminus located at the boundary of Lok Ma Xxxx
including diversion of Dongjiang Watermains at Sheung Shui.
2. PERIOD FOR ACCEPTANCE OF THE TENDER
(Paragraph 4(a) of the Form of Tender)
Twenty six (26) weeks after the Tender Closing Date set out in the
Letter of Invitation to Tender, or such later date as may be agreed in
writing by the Corporation and the Tenderer.
3. DUTIES AND POWERS OF THE ENGINEER SUBJECT TO DIRECTION BY THE EMPLOYER
(Clause 2.2 of the General Conditions):
(a) Clauses 5.3 and 5.4 of the General Conditions
Consent to proposed subcontractors and subcontract terms and
conditions.
(b) Clause 5.11 of the General Conditions
The discontinuance of participation of a subcontractor in the
Works.
(c) Clause 6.6 of the General Conditions
Consent to the appointment of a replacement of the Independent
Checking Engineer.
(d) Clause 16 of the General Conditions
Review without objection of the Works Programme.
(e) Clause 17 of the General Conditions
Review without objection of the method statement.
17 December 2002 Page 1 of 4 Contract No. LCC-202
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
(f) Clause 21.6 of the General Conditions
Instructing the rectification of loss/damage to the Works caused
by Excepted Risks.
(g) Clause 31.3 of the General Conditions
Instructing the disposal of, or dealing with, antiquities.
(h) Clause 45.3 of the General Conditions
The award of extensions of time for the substantial completion
of the Works or any Section or the achievement of any Stage.
(i) Clause 46.2 of the General Conditions
The instruction of increased rates of progress of the Works.
(j) Clause 47.2 and 47.6 of the General Conditions
Request for submission of proposals to Recover Delay and/or
Accelerate the Works and the instruction of measures to Recover
Delay and/or Accelerate the Works.
(k) Clause 48.5 of the General Conditions
Assessment of reduced rate of liquidated damages for delay.
(l) Clause 51.1 of the General Conditions
Instruction of the suspension of the Works or any Section, or
any part of the Works.
(m) Clause 53.1(b) of the General Conditions
The instruction of additional work in the Defects Liability
Period not originally included in the Drawings and/or the
Specification.
(n) Clause 54 of the General Conditions
Issue of variation instructions in respect of work with an
estimated value in excess of HK$500,000.
(o) Clause 55A of the General Conditions
The exercise of Option(s) by instructing the Contractor to
execute the work comprised therein.
17 December 2002 Page 2 of 4 Contract No. LCC-202
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
(p) Clause 56 of the General Conditions
The valuation of variation and other instructions.
(q) Clause 57 of the General Conditions
The assessment of Cost for disturbance to the progress of the
Works.
(r) Clause 62.1 of the General Conditions
Withholding of consent to bring onto the Site any item of
Contractor's Equipment not solely owned by the Contractor.
(s) Clause 65.1 of the General Conditions
The issue of instructions for the expenditure of Provisional
Sums.
(t) Clause 66.5 and 66.6 of the General Conditions
Review of Interim Payment Schedule and Schedule of Milestones
and the revision thereof.
(u) Clause 74.1 of the General Conditions
Service of notice of the Contractor's abandonment or breach of
the Contract entitling the Employer to serve a notice of
termination.
4. AMOUNT OF CONTRACTOR'S BOND
(Clause 14.1(a) of the General Conditions)
***
5. LEVEL OF PROFESSIONAL INDEMNITY INSURANCE
(Clause 33.1(f) of the General Conditions)
***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
17 December 2002 Page 3 of 4 Contract No. LCC-202
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
6. LIQUIDATED DAMAGES FOR DELAY
(Clauses 48.2 and 48.5 of the General Conditions)
Key Date Liquidated Damages Payable Liquidated Damages Total
No. to the Employer Payable by Employer to Liquidated
Third Party Damages
Payable to the
Employer
(A) (B) (A+B)
-------------------------------------------------------------------------------
(All figures below are HK$ per day for each day of delay)
-------------------------------------------------------------------------------
KD-1 *** *** ***
KD-2 *** *** ***
KD-3 *** *** ***
KD-4 *** *** ***
KD-5 *** *** ***
KD-6 *** *** ***
KD-7 *** *** ***
KD-8 *** *** ***
KD-9 *** *** ***
KD-10 *** *** ***
7. LIMIT FOR LIQUIDATED DAMAGES FOR DELAY
(Clause 48.6 of the General Conditions)
***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
17 December 2002 Page 4 of 4 Contract No. LCC-202
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
APPENDIX 2 TO THE FORM OF TENDER
PRICING DOCUMENT
17 December 2002 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
FORM OF TENDER
APPENDIX 2
PRICING DOCUMENT
TABLE OF CONTENTS
PART 1 OF 2
1. Preamble Pages 1 - 7
2. Pricing Schedule
. Pricing Schedule Summary PS.SUM/1
. Cost Centres A1 - L1
. Lump Sum Breakdown LSA1.1 - LSF1.8
PART 2 OF 2
2. Pricing Schedule (Continued)
. Lump Sum Breakdown LSG1.1 - LSK1.3
3. Schedule of Milestones Pages SM/1 - SM/14
4. Interim Payment Schedule Pages IPS/1 - IPS/2
5. Annex 1 - Standard Method of Measurement
Architectural Builder's Works and Finishes
6. Annex 2 - Standard Method of Measurement
Building Services
7. Annex 3 - Additions and Amendments to the Methods
of Measurement
17 December 2002 Contract No. LCC-202
This page has been left intentionally blank
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PREAMBLE
17 December 2002 Contract No. LCC202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
Contract No. LCC-202
PRICING DOCUMENT
PREAMBLE
A. INTRODUCTION
1.1 This Preamble to the Pricing Document describes and explains the
various parts of the Pricing Document and their inter
relationship.
1.2 Notwithstanding Clause 1.2.2 of the General Conditions, the
headings and sub-headings contained in the Pricing Schedule,
Lump Sum Breakdowns and Methods of Measurement shall be taken
into consideration in the interpretation and construction of
such documents.
B. PRICING SCHEDULE
1. GENERAL
1.1 For payment purposes, the Works are divided into Cost Centres
each of which represents a major item or series of interrelated
items associated with the Works. It is not the intent that item
descriptions contained in any Cost Centre fully define the scope
of work to be executed under each Cost Centre.
1.2 Cost Centre A comprises the Preliminaries and General
Requirements.
1.3 Cost Centre L comprises Provisional Sums and Dayworks.
Expenditure against this Cost Centre and the Provisional Sum for
the Premium for the ECI and ECIL, if any, will be subject to and
in accordance with Clause 65 of the General Conditions in
respect of Provisional Sums, and Clause 55 of the General
Conditions in respect of Dayworks. The Cost Centre Value for
Cost Centre L and the Provisional Sum for the Premium for the
ECI and ECIL will be revised to nil upon the issue of the Letter
of Acceptance, in accordance with Clause 66.2 of the General
Conditions.
1.4 Cost Centres may be divided into Activity Bills and/or Parts
describing elements of work, each of which has a price entered
against it. The sum of all prices included in each Cost Centre
shall represent the Cost Centre Value for that Cost Centre.
17 December 2002 Page 1 Contract No. LCC-202
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APPENDIX 2 - PRICING DOCUMENT PREAMBLE
1.5 Cost Centres A, B, D, F, G, I and K contain lump sum items. The
Cost Centre Values of such Cost Centres are not subject to
adjustment in respect of the actual quantities of work executed
by the Contractor or in respect of any mis-application of the
Methods of Measurement in preparation of the Lump Sum
Breakdowns, and represent the extent of the Contractor's
entitlement to receive payment in respect of such Cost Centres,
subject only to the express provisions of the Contract including
without limitation, and where appropriate, the prior exercise of
any Option by the Engineer in accordance with the Contract. Some
of these Cost Centres have a corresponding Lump Sum Breakdown,
which shall only be used for carrying out any valuation pursuant
to Clause 56 of the General Conditions and revisions in
accordance with Clause 66 of the General Conditions, save that
the quantities and amounts contained therein shall have no
contractual meaning or effect.
1.6 Cost Centres C, E, H and J contain remeasurement items.
1.7 Any error in the Pricing Schedule or omission therefrom shall
not vitiate the Contract nor release the Contractor from the
execution of the whole or any part of the Works according to the
Drawings and the Specification or from any of his obligations
under the Contract.
1.8 All rates and prices in this Pricing Document are expressed in
Hong Kong Dollars.
1.9 The Contract does not provide for fluctuations or escalation in
the prices contained in this Pricing Document.
2. REMEASUREMENT ITEMS
2.1 Cost Centres C, E, H and J containing remeasurement items, have
been prepared in accordance with the procedures contained in the
following methods of measurements:
a) Civil Engineering Standard Method of Measurement, third
edition reprinted with corrections in 1992, 1995
(CESMM3), which document is incorporated herein by
reference;
b) Standard Method of Measurement - Architectural Builder's
Works and Finishes, included as Annex 1 of this Pricing
Document; and
c) Standard Method of Measurement - Building Services,
included as Annex 2 of this Pricing Document,
as appropriate and as amended by the ADDITIONS AND AMENDMENTS TO
THE METHODS OF MEASUREMENT as set out in Annex 3 of this Pricing
Document (collectively, "the Methods of Measurement"). The
Methods of Measurement shall be used for the
17 December 2002 Page 2 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
purpose of valuing variations pursuant to Clause 56 of the
General Conditions and remeasurement pursuant to this paragraph
B.2, only.
2.2 Where the words "Bills of Quantities" appear in the Methods of
Measurement, such words shall be construed as "Lump Sum
Breakdowns" and "Cost Centres containing remeasurement items",
as appropriate.
2.3 The quantities set out in Cost Centres C, E, H and J are
estimated quantities for remeasurement items and they are not to
be taken as the actual and correct quantities of the work to be
executed by the Contractor in fulfilment of his obligations
under the Contract.
2.4 No instruction shall be required for any increase or decrease in
the quantity of any work where such increase or decrease is not
the result of an instruction given under Clause 54 of the
General Conditions but is the result of the quantities exceeding
or being less than those stated in Cost Centres C, E, H and J.
2.5 The Engineer shall correct any error or omission in respect of
remeasurement items as a result of mis-application of the
Methods of Measurement in the preparation of Cost Centres C, E,
H and J and shall determine the value of the work actually
carried out in accordance with the principles set out in Clause
56.2 of the General Conditions, provided that there shall be no
rectification of any error, omission or wrong estimate in any
description or rate inserted by the Contractor in the Pricing
Schedule.
2.6 Where the Engineer is satisfied that the actual quantity of work
executed in respect of any remeasurement item will be greater or
less than the quantities stated in Cost Centres C, E, H and J,
he shall ascertain and determine by measurement (in accordance
with the procedures set forth in the Methods of Measurement) the
quantity of work executed in accordance with the Contract.
Subject to Paragraph B. 2.7 below, such work shall be valued at
the applicable rates for remeasurement items set out in the
Pricing Schedule or, if there are no appropriate rates in the
Pricing Schedule, at other rates determined in accordance with
Paragraph B. 2.5 above. The Engineer shall, in any event,
undertake a final review of the quantity of work executed in
respect of all remeasurement items included in any Cost Centre
upon completion of the works in such Cost Centre.
2.7 Should the actual quantity of work executed in respect of any
remeasurement item be substantially greater or less than that
stated in the Pricing Schedule (other than an item included in
the daywork schedule if any) and if in the opinion of the
Engineer such increase or decrease of itself shall render the
rate for such item unreasonable or inapplicable, the Engineer
shall determine an appropriate increase or decrease of the rate
for the item using the Pricing Schedule rate as the basis for
such
17 December 2002 Page 3 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
determination and shall notify the Contractor accordingly. Any
difference in actual quantities executed by the Contractor and
those stated in the Pricing Schedule shall not, in itself,
amount to a variation to the Works pursuant to Clause 54 of the
General Conditions.
2.8 The Contractor's attention is particularly drawn to Activity
Xxxx H4 of Cost Centre H which contains remeasurement items for
the temporary access roads at designated chainages as stipulated
in Clause P29.5 of the Particular Specification. Save to the
designated temporary access roads aforementioned, all other
temporary works are not subject to remeasurement and are deemed
to have been priced and allowed for in Cost Centre A of the
Pricing Document.
3. COST CENTRE DESCRIPTIONS
The scope and extent of the Works are to be ascertained by reference to
the Contract documents as a whole and shall not be limited in any manner
whatsoever by the descriptions in the Cost Centres or the descriptions
and quantities of the items included in the Pricing Schedule and the
Lump Sum Breakdowns. The Contractor acknowledges that the Pricing
Schedule, as the same may incorporate Contractor's Other Charges (as
defined in the Methods of Measurement) in any Cost Centre, either
directly or by inclusion in the value for a lump sum item as reflected
in the corresponding Lump Sum Breakdowns at the time of the Tender,
fully describes for payment purposes, the price, scope and extent of the
items of work to be undertaken in each Cost Centre. The activity
descriptions within the Methods of Measurement for items shall be deemed
to cover all aspects of the relevant item. In the event that the
Contractor has not inserted any Contractor's Other Charges in respect of
any Cost Centre, the Cost Centre Value of such Cost Centre shall be
inclusive of all of the Contractor's obligations to execute that part of
the Works covered by the Cost Centre and to perform all of his other
obligations under the Contract in respect thereof, and the Contractor
shall not be entitled to receive any further or additional payment in
respect of such Cost Centre save as referred to in Paragraph 4 below.
4. PRICING SCHEDULE SUMMARY
The total of the Cost Centre Values as shown in the Pricing Schedule
Summary identifies the Tender Total which shall (subject to the
provisions of the General Conditions including, without limitation,
Clause 66.2 (a) and the Special Conditions) be the total amount to be
paid to the Contractor for executing the Works and performing all other
obligations under the Contract, as described in or inferred from the
Contract as a whole, subject only to any further amounts as may be
determined by the Engineer as being due to the Contractor in accordance
with the General Conditions in respect of Cost incurred, Dayworks or
such other matters for which an entitlement to payment is the subject of
express provisions of the General Conditions, Special Conditions or this
Preamble.
17 December 2002 Page 4 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
C. LUMP SUM BREAKDOWNS
1. The Lump Sum Breakdown for each lump sum item included in the Pricing
Schedule shall be deemed to have been prepared in accordance with the
procedures contained in the Methods of Measurement. The Lump Sum
Breakdowns are included in the Pricing Document solely for the purpose
of providing rates and prices for valuing variations in accordance with
Clause 56 of the General Conditions and for facilitating any revisions
made in accordance with Clause 66 of the General Conditions. The
quantities and amounts included in the Lump Sum Breakdowns are relevant
only for the Employer's assessment and evaluation of the Tender and the
Contractor acknowledges that such quantities and amounts shall have no
contractual meaning or effect.
2. The items set out in the Lump Sum Breakdowns are not to be taken as
comprehensive nor the actual and correct items of that part of the Works
to be executed by the Contractor in fulfilment of his obligations and
liabilities under the Contract.
3. Any error in the Lump Sum Breakdowns or omission therefrom shall not
vitiate the Contract nor release the Contractor from the execution of
the whole or any part of the Works according to the Drawings and
Specification or from any of his obligations or liabilities under the
Contract.
D. MEASUREMENT PROCEDURES
1. Measurement procedures in respect of remeasurement items included in
Cost Centres C, E, H and J and items which are the subject of a
variation instruction issued by the Engineer in accordance with Clause
54 of the General Conditions, shall be as follows:
1.1 when any part of the Works is required to be measured, the
Engineer shall inform the Contractor who shall forthwith attend
or send a representative to assist the Engineer in making such
measurement and shall furnish all particulars required by him.
Should the Contractor not attend or neglect or omit to send such
representative or furnish all required particulars, then the
measurement made by the Engineer shall be taken to be the
correct measurement of the work;
1.2 for the purpose of measuring any part of the Permanent Works by
records and drawings, the Engineer shall prepare records and
drawings month by month of such work and the Contractor, as and
when called upon to do so by the Engineer in writing, shall
within 14 days attend to examine and agree such records and
drawings with the Engineer and shall sign the same when so
agreed and if the Contractor does not so attend to examine and
agree any such records and drawings they shall be taken to be
correct; and
17 December 2002 Page 5 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
1.3 if after examination of such records and drawings the Contractor
does not agree the same or does not sign the same as agreed,
they shall nevertheless be taken to be correct unless the
Contractor shall, within 14 days of such examination, lodge with
the Engineer for a decision by the Engineer a statement in
writing of the respects in which such records and drawings are
claimed by the Contractor to be incorrect, together with
justification of the Contractor's claim.
The provisions of this Paragraph shall not apply to those items of work
which are expressly identified as lump sum items in the Pricing
Schedule. Such lump sum items shall not be adjusted except in accordance
with Clause 54 of the General Conditions.
E. SCHEDULE OF MILESTONES
1. The Schedule of Milestones identifies Milestones which constitute
essential or significant steps towards the completion of the work within
each Cost Centre or actions to be carried out by the Contractor under
the Contract, together with dates by which the Contractor must achieve
each Milestone in order to maintain interim payments in accordance with
the Contract.
2. The Schedule of Milestones imposes limits on the maximum accumulative
and incremental payment percentages in the IPS.
3. Milestones and the dates for their achievement may be revised by the
Engineer in accordance with Clause 66 of the General Conditions.
4. In the Contract, "achievement" of a Milestone means completion of the
relevant work or performance of the relevant action in accordance with
the requirements of the Contract, including, without limitation, the
requirements applicable to the relevant work or action contained in the
quality plans prepared by the Contractor and reviewed without objection
by the Engineer.
5. All references in the Schedule of Milestones to degrees of completion
refer to the document contained in Appendix B to the Particular
Specification.
17 December 2002 Page 6 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
F. INTERIM PAYMENT SCHEDULE (IPS)
1. The Interim Payment Schedule (IPS) identifies the monthly accumulative
percentage for each Cost Centre Value to be used to calculate the amount
certified in Interim Payment Certificates in accordance with Clause 67
of the General Conditions.
2 The following restraints shall apply to the percentages included in
respect of each Cost Centre:
2.1 the incremental percentage increase between Milestones shall not
be less than 2.5% of the Cost Centre Value in the period between
which Milestones for the Cost Centre are stated to be achieved,
except for Cost Centre A;
2.2 the IPS percentage shall not exceed 97.5% of the Cost Centre
Value prior to the month in which the final Milestone is stated
to be achieved; and
2.3 IPS percentages shall be to a maximum of two decimal places.
3. The periods identified in the IPS as "months" shall be determined as
follows:-
3.1 if the Date for Commencement of the Works falls on or before the
20th day of a calendar month, that calendar month shall be the
1st month and succeeding calendar months shall be the 2nd and
subsequent months; and
3.2 if the Date for Commencement of the Works falls on or after the
21st day of a calendar month, the next following calendar month
shall be the 1st month and succeeding calendar months shall be
the 2nd and subsequent months.
4. The IPS contains reference to the applicable Milestones within each Cost
Centre. Each Cost Centre Milestone must be achieved by the Contractor in
order to maintain the interim payments in accordance with the IPS.
G. OFF-SHORE MANUFACTURING BONDS
Off-shore Manufacturing Bonds are not required for this Contract.
17 December 2002 Page 7 Contract No. LCC-202
This page has been left intentionally blank
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
TABLE OF CONTENTS
a) Pricing Schedule Summary
b) Cost Centres
17 December 2002 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
a) PRICING SCHEDULE SUMMARY
17 December 2002 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre A
Pricing Schedule SUMMARY
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------------------------------
PRICING SCHEDULE SUMMARY
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS 46,857,490.00
COST CENTRE B - GEOTECHNICAL WORKS 800,870.00
COST CENTRE C - RAMP CH35+202 TO CH35+372 - EARTHWORKS AND
PILING 10,465,748.00
COST CENTRE D - RAMP CH35+202 TO CH35+372 - GENERAL 12,521,789.00
COST CENTRE E - VIADUCT CH35+372 TO CH37+077 - EARTHWORKS AND
PILING 64,112,548.00
COST CENTRE F - VIADUCT CH35+372 TO CH37+077 - GENERAL 150,371,073.00
COST CENTRE G - ELECTRICAL AND MECHANICAL WORKS 8,876,291.00
COST CENTRE H - EXTERNAL WORKS - EARTHWORKS AND PILING 17,621,601.00
COST CENTRE I - EXTERNAL WORKS - GENERAL 6,410,347.00
COST CENTRE J - REPROVISIONING, REMEDIAL AND IMPROVEMENT
WORKS (RRIW) - EARTHWORKS AND PAI XXX 74,776.00
COST CENTRE K - REPROVISIONING, REMEDIAL AND IMPROVEMENT
WORKS (RRIW) - GENERAL 556,456.00
COST CENTRE L - PROVISIONAL SUMS AND DAYWORKS 31,550,000.00
-------------
SUB-TOTAL 350,218,989.00
PROVISIONAL SUM FOR PREMIUM FOR EMPLOYEE'S COMPENSATION 21,053,415.00
INSURANCE AND STATUTORY EMPLOYEE'S COMPENSATION INSURANCE LEVY 16,881,011.00
-------------
[STAMP]
(Note : The Sum = Sub-total x 5.5%. x (1+9.3%).
Please refer to the "item reference 14 Part D of the Method of
[STAMP] Measurement of the General Additions and Amendments" for the
detail explanation. The Sum shall be rounded up to the
nearest dollar.)
For the purposes of the contract, the Sum shall be deemed to
form part of the Cost Centre L - Provisional Sums and Dayworks.
---------------------------------------------------------------------------------------
TENDER TOTAL 371,272,404.00
--------------
Tender Total in Hong Kong Dollars. THREE HUNDRED SEVENTY-ONE MILLION TWO HUNDRED
SEVENTY-TWO THOUSAND FOUR HUNDRED AND FOUR ONLY.
[STAMP]
[STAMP]
/s/ X. Xxxxx
------------------------------ ------------------------
Signature & Company Chop Signature & Company C
hop
X. Xxxxx
For and on behalf of
Maeda Corporation
Name Name [ILLEGIBLE]
-----------------
Rev.1. December 2002 PS.SUM/1 Contract No. LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
b) COST CENTRES
17 December 2002 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre A
Pricing Schedule Preliminaries and General Requirements
Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
c
LUMP SUM ITEMS FOR ACTIVITY XXXX
NO. A1 - PRELIMINARIES AND GENERAL
REQUIREMENTS
LSA1.1 General Requirements Sum - - ***
LSA1.2 Specified Requirements Sum - - ***
LSA1.3 Method Related Charges Sum - - ***
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Rev.0:26 July 2002 A1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre A
Pricing Schedule Preliminaries and General Requirements
Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required. ***
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 A1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre A
Pricing Schedule Preliminaries and General Requirements
Activity Xxxx A1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. A1
Preliminaries and General Requirements
Page
A1/1 ***
A1/2 ***
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Rev.0:26 July 2002 Al/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre A
Pricing Schedule Preliminaries and General Requirements
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------------
SUMMARY OF COST CENTRE A
Preliminaries and General Requirements
Page
Al/COL/1 - Preliminaries and General Requirements ***
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Rev.0:26 July 2002 A.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Pricing Schedule Geotechnical Works
Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX
NO. B1 - INSTRUMENTATION AND
MONITORING
LSB1.1 Instrumentation and Monitoring Sum - - ***
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Rev.0:26 July 2002 B1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Pricing Schedule Geotechnical Works
Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
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Rev.0:26 July 2002 B1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Pricing Schedule Geotechnical Works
Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
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Rev.0:26 July 2002 B1/3 Contract No.LCC-202
Contract No.LCC-202, West Section Alignment and Associated Works Cost Centre B
Pricing Schedule Geotechnical Works
Activity Xxxx B1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. B1
Instrumentation and Monitoring
Page
B1/1 ***
B1/2 ***
B1/3 ***
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Rev.0:26 July 2002 B1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Pricing Schedule Geotechnical Works
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------------
SUMMARY OF COST CENTRE B
Geotechnical Works
Page
B1/COL/1 - Instrumentation and Monitoring ***
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Rev.0:26 July 2002 B.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx Cl
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR EARTHWORK
FOR RAMP CH35+202 TO CH35+372
RAMP STRUCTURE
EARTHWORKS
Excavation for foundations
Topsoil
E315 Maximum depth 2 - 5m m3 *** *** ***
Material other than topsoil, rock,
artificial hard material or
contaminated material
E325 Maximum depth 2 - 5m m3 *** *** ***
Xxxx
X000 Xxxxxxx xxxxx 0 - 0x x0 *** *** ***
Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like;
exposed at commencing surface
F345 Maximum depth 2 - 5m m3 *** *** ***
Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like;
not exposed at commencing surface
E355 Maximum depth 2 - 5m m3 *** *** ***
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Rev.0:26 July 2002 C1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
RAMP STRUCTURE (Cont'd)
EARTHWORKS (Cont'd)
Excavation for foundations
(Cont'd)
Contaminated material; comply with
Particular Specification Clause
P27 - Environmental Requirements
and Appendix Y - Contamination
Assessment Plan to Particular
Specification
E395 Maximum depth 2 - 5m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surface
E522.1 Material other than topsoil, rock, m2 *** *** ***
artificial hard material or
contaminated material
Disposal of excavated material
E531.1 Topsoil m3 *** *** ***
E533.1 Rock m3 *** *** ***
E534.1 Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like m3 *** *** ***
E539.1 Contaminated material; comply with
Particular Specification Clause
P27 - Environmental Requirements
and Appendix Y - Contamination
Assessment Plan to Particular
specification m3 *** *** ***
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Rev.0:26 July 2002 C1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
RAMP STRUCTURE (Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries (Cont'd)
Treatment of excavated material
E599 Contaminated material; comply with
Particular Specification Clause
P27 - Environmental Requirements
and Appendix Y - Contamination
Assessment Plan to Particular
Specification m3 *** *** ***
Filling
To structures
E614 Selected excavated material other
than topsoil, rock, artificial
hard material or contaminated
material m3 *** *** ***
E619 Imported material other than
topsoil, rock artificial hard
material or contaminated material m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 Material other than topsoil, rock
artificial hard material or
contaminated material m2 *** *** ***
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Rev.0:26 July 2002 C1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx Cl
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
AT GRADE DRAINAGE
EARTHWORKS
General excavation
Topsoil
E415 Maximum depth 2 - 5m m3 *** *** ***
Material other than topsoil, rock,
artificial hard material or
contaminated material
E425 Maximum depth 2 - 5m m3 *** *** ***
Xxxx
X000 Xxxxxxx xxxxx 0 - 0x x0 *** *** ***
Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like;
exposed at commencing surface
E445 Maximum depth 2 - 5m m3 *** *** ***
Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like;
not exposed at commencing surface
E455 Maximum depth 2 - 5m m3 *** *** ***
Contaminated material; comply with
Particular Specification Clause
P27 - Environmental Requirements
and Appendix Y - Contamination
Assessment Plan to Particular
Specification
E495 Maximum depth 2 - 5m m3 *** *** ***
--------------------------------------------------------------------------------
To Collection of Activity Xxxx C1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
AT GRADE DRAINAGE (Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries
Preparation of excavated surface
E522.2 Material other than topsoil, rock,
artificial hard material or
contaminated material m2 *** *** ***
Disposal of excavated material
E531.2 Topsoil m3 *** *** ***
E532 Material other than topsoil, rock,
artificial hard material or
contaminated material m3 *** *** ***
E533.2 Rock m3 *** *** ***
E534.2 Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like m3 *** *** ***
E539.2 Contaminated material; comply with
Particular Specification Clause
P27 - Environmental Requirements
and Appendix Y - Contamination
Assessment Plan to Particular
Specification m3 *** *** ***
Treatment of excavated material
E599 Contaminated material; comply with
Particular Specification Clause
27 - Environmental Requirements
and Appendix Y - Contamination
Assessment Plan to Particular
Specification m3 *** *** ***
--------------------------------------------------------------------------------
To Collection of Activity Xxxx Cl ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Cl/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
AT GRADE DRAINAGE (Cont'd)
EARTHWORKS (Cont'd)
Filling
To stated depth or thickness
X000 Xxxxx 000 xxxx; 300mm thick m2 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E724 Grade 200 rock m2 *** *** ***
Geotextiles
E730 Permeable filter membrane Terram
700 or approved type; single layer m2 *** *** ***
--------------------------------------------------------------------------------
To Collection of Activity Xxxx C1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C1/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------
To Collection of Activity Xxxx C1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C1/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
--------------------------------------------------------------------------------
To Collection of Activity Xxxx C1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C1/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. C1
Earthworks
Page
C1/1 ***
C1/2 ***
C1/3 ***
C1/4 ***
C1/5 ***
C1/6 ***
C1/7 ***
C1/8 ***
--------------------------------------------------------------------------
To summary of Cost Centre C ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR PILING
FOR RAMP CH35+202 TO CH35+372
GROUND INVESTIGATION
Rotary drilled boreholes; by rig
Numbers
B310 Core for NX size nr *** *** ***
Depth without core recovery; core of NX size;
commencing from Original Surface
B336.1 In holes of maximum depth 40 - 50m m *** *** ***
B336.2 In holes of maximum depth 50 - 60m m *** *** ***
Depth with core recovery; core of NX size;
commencing from Original Surface
B346.1 In holes of maximum depth 40 - 50m m *** *** ***
B346.2 In holes of maximum depth 50 - 60m m *** *** ***
Depth cased
B350 For core of NX size m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Rotary drilled boreholes; by rig (Cont'd)
Depth backfilled; with 1:15 cement and sand
mixture or other approved grouting
B360 For core of NX size m *** *** ***
Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight not
exceeding 50kg
B370 Core of NX size nr *** *** ***
Site tests and observations
Standard penetration tests on soil portion of
drilling
B513 Standard penetration; in rotary drilled
boreholes nr *** *** ***
Laboratory tests
Rock strength tests on rock core samples
B771 Unconfined compressive strength of core
samples of NX size; height of sample
300 - 600mm nr *** *** ***
B775 Point load strength of core samples of NX size nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILES
Bored cast in place concrete piles; commence
at Original Surface; minimum 40 MPa non-shrink
cement grout
Diameter 600mm
P141 Number of piles nr *** *** ***
P142 Concreted length m *** *** ***
P143 Depth bored; maximum depth 55 -
60m m *** *** ***
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q124 Diameter 600mm m *** *** ***
Backfilling empty bore with imported granular
material
Q134 Diameter 600mm m *** *** ***
Permanent casings; grade 43 structural steel
to BS 4360; minimum 8mm thick; each length not
exceeding 13m
Q144 Diameter 600mm m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to CH35+372 -
Earthworks and Piling
Activity Xxxx C2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Cast in place concrete piles (Cont'd)
Cutting of surplus lengths; including
permanent casing
Q174 Diameter 600mm m *** *** ***
Preparing heads
Q184 Diameter 600mm nr *** *** ***
Reinforcement; deformed high yield steel bars
to BS 4449 and CS2:1995
Q211 Straight bars; nominal size not exceeding 25mm t *** *** ***
Q299.1 Protecting starter bars protruding above pile
cut-off level; including removal of the
protection and preparing of the bars for
subsequent works sum ***
Steel H-piles; structural steel to BS 4360;
grade 55C; including welding and all necessary
connection accessories
Q299.2 305 x 305 x 186kg/m UBP; to 600mm diameter
bored holes t *** *** ***
Capping plates; mild steel to BS 4360;
grade 43; including welding and all necessary
connection accessories
Q299.3 370 x 370 x 32mm thick t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Pile tests
Maintained loading with various
reactions
Q819 Test load; twice working loading; on selected
piles; 4900KN nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Pricing Schedule and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C2
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. C2
Piling
Page
C2/1 ***
C2/2 ***
C2/3 ***
C2/4 ***
C2/5 ***
C2/6 ***
C2/7 ***
--------------------------------------------------------------------------
To summary of Cost Centre C ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR PRELIMINARY PILE FOR
RAMP CH35+202 TO CH35+372
GROUND INVESTIGATION
Rotary drilled boreholes; by rig
Numbers
B310 Core for NX size nr *** *** ***
Depth without core recovery; core of NX size;
commencing from Original Surface
B336 In holes of maximum depth 50 - 60m m *** *** ***
Depth with core recovery; core of NX size;
commencing from Original Surface
B346 In holes of maximum depth 50 - 60m m *** *** ***
Depth cased
B350 For core of NX size m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Rotary drilled boreholes; by rig (Cont'd)
Depth backfilled; with 1:15 cement and sand
mixture or other approved grouting
B360 For core of NX size m *** *** ***
Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight not
exceeding 50kg
B370 Core of NX size nr *** *** ***
Site tests and observations
Standard penetration tests on soil
portion of drilling
B513 Standard penetration; in rotary drilled
boreholes nr *** *** ***
Laboratory tests
Rock strength tests on rock core
samples
B771 Unconfined compressive strength of core samples
of NX size; height of sample 300 - 600mm nr *** *** ***
B775 Point load strength of core samples of NX size nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILES
Bored cast in place concrete piles; commence
at Original Surface; minimum 40 MPa non-shrink
cement grout
Diameter 600mm
P141 Number of piles nr *** *** ***
P142 Concreted length m *** *** ***
P143 Depth bored; maximum depth 55 - 60m m *** *** ***
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q124 Diameter 600mm m *** *** ***
Backfilling empty bore with imported granular
material
Q134 Diameter 600mm m *** *** ***
Permanent casings; grade 43 structural steel
to BS 4360; minimum 8mm thick; each length not
exceeding 13m
Q144 Diameter 600mm m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Cast in place concrete piles(Cont'd)
Cutting of surplus lengths; including permanent
casing
Q174 Diameter 600mm m *** *** ***
Preparing heads
Q184 Diameter 600mm nr *** *** ***
Reinforcement; deformed high yield steel bars
to BS 4449 and CS2:1995
Q211 Straight bars; nominal size not exceeding 25mm t *** *** ***
Q299.1 Protecting starter bars protruding above pile
cut-off level; including removal of the
protection and preparing of the bars for
subsequent works sum ***
Steel H-piles; structural steel to BS 4360;
grade 55C; including welding and all necessary
connection accessories
Q299.2 305 x 305 x 186kg/m UBP; to 600mm diameter
bored holes t *** *** ***
Capping plates; mild steel to BS 4360;
grade 43; including welding and all necessary
connection accessories
Q299.3 370 x 370 x 32mm thick t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Pile tests
Maintained loading with various
reactions
Q819 Test load; twice working loading; on selected
piles; 4900KN nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C3
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. C3
Preliminary Pile
Page
C3/1 ***
C3/2 ***
C3/3 ***
C3/4 ***
C3/5 ***
C3/6 ***
C3/7 ***
--------------------------------------------------------------------------
To summary of Cost Centre C ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR GROUND INVESTIGATION
FOR ENVIRONMENTAL FOR RAMP CH35+202 TO CH35+372
GROUND INVESTIGATION
Trial Pits
Number in material other than
rock; minimum plan area 4m2;
excavation including temporary
shoring
B114 Maximum depth 3 - 5m nr *** *** ***
B130 Depth in material other than rock m *** *** ***
B140 Depth in rock m *** *** ***
B150 Depth supported m *** *** ***
B160 Depth backfilled with granular materials m *** *** ***
B170 Removal of obstructions h *** *** ***
Samples
From trial pits and trenches
B419 Contaminated soil sample; nominal sample
weight 0.5kg nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C4 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C4/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Laboratory tests
Chemical content
B724.1 Contaminants; metals (Cd, Cr, Cu, Hg, Ni, Pb,
Zn), Cyanide, Total Petroleum Hydrocarbons,
and Organics (Simple aromatic - BTEX,
Halogenated/non-halogenated solvents,
Polyaromatic hydrocarbons) nr *** *** ***
B724.2 Contaminants; metals (Cd, Cr, Cu, Hg, Ni, Pb,
Zn), Cyanide and Total Petroleum Hydrocarbons nr *** *** ***
B724.3 Contaminants; metals (Cd, Cr, Cu, Hg, Ni, Pb,
Zn), Total Petroleum Hydrocarbons and Organics nr *** *** ***
B724.4 Contaminants; metals (Cd, Cr, Cu, Hg, Ni, Pb,
Zn), Total Petroleum Hydrocarbons and total
sulphur nr *** *** ***
B724.5 Contaminants; metals (Cd, Cr, Cu, Hg, Ni, Pb,
Zn), and Total Petroleum Hydrocarbons nr *** *** ***
B724.6 Contaminants; lead, chromium, copper and Total
Petroleum Hydrocarbons nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C4 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C4/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Laboratory tests (cont'd)
Chemical content (cont'd)
B724.7 Contaminants; Total petroleum Hydrocarbons nr *** *** ***
B724.8 Contaminants; metals (Cd, Xx, Xx, Xx, Xx, Xx, Xx) nr *** *** ***
B724.9 Contaminants; toxicity Characteristic Leaching
Procedure for heavy metals nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C4 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C4/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Pricing Schedule and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C4 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C4/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx C4 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C4/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
Activity Xxxx C4
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. C4
Ground Investigation for Environmental
Page
C4/1 ***
C4/2 ***
C4/3 ***
C4/4 ***
C4/5 ***
--------------------------------------------------------------------------
To summary of Cost Centre C ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C4/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre C
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
Earthworks and Piling
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
SUMMARY OF COST CENTRE C
Ramp Ch35+202 to Ch35+372 - Earthworks and Piling
Page
C1/COL/1 - Earthworks ***
C2/COL/1 - Piling ***
C3/COL/1 - Preliminary Pile ***
C4/COL/1 - Ground Investigation for Environmental ***
--------------------------------------------------------------------------
To summary of Cost Centre C ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 C.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre D
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
General
Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX NO. D1 - RAMP
CH35+202 TO CH35+372 - GENERAL
LSD1.1 Demolition and Site Clearance Sum *** *** ***
LSD1.2 Ramp Structures Sum *** *** ***
LSD1.3 Noise Barrier Walls Sum *** *** ***
LSD1.4 OHL Masts Sum *** *** ***
LSD1.5 Finishings and Metalworks Sum *** *** ***
LSD1.6 Drainage Sum *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. D1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 D1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre D
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
General
Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Pricing Schedule and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. D1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 D1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre D
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
General
Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. D1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 D1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre D
Pricing Schedule Ramp Ch35+202 to Ch35+372 -
General
Activity Xxxx D1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. D1
Ramp Ch35+202 to Ch35+372 - General
Page
D1/1 ***
D1/2 ***
D1/3 ***
--------------------------------------------------------------------------
To summary of Cost Centre D ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 D1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre D
Pricing Schedule Ramp Ch35+202 to Ch35+372 - General
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
SUMMARY OF COST CENTRE D
Ramp Ch35+202 to Ch35+372 - General
Page
D1/COL/1 - Ramp Ch35+202 to Ch35+372 - General ***
--------------------------------------------------------------------------
To Pricing Schedule Summary ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 D.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR EARTHWORKS FOR
VIADUCT CH35+372 TO CH37+077
PILE CAPS AND FOUNDATIONS
EARTHWORKS
Excavation for foundations
Topsoil
E315 Maximum depth 2 - 5m m3 *** *** ***
Material other than topsoil, rock or artificial
hard material
E325 Maximum depth 2 - 5m m3 *** *** ***
Xxxx
X000 Xxxxxxx xxxxx 0 - 0x x0 *** *** ***
Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and the
like; exposed at commencing surface
E345 Maximum depth 2 - 5m m3 *** *** ***
Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and the
like; not exposed at commencing surface
E355 Maximum depth 2 - 5m m3 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILE CAPS AND FOUNDATIONS (Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries
Preparation of excavated surfaces
E522.1 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated material
E531.1 Topsoil m3 *** *** ***
E532.1 Material other than topsoil, rock or artifical
hard material m3 *** *** ***
E533.1 Rock m3 *** *** ***
E534.1 Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and
the like m3 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILE CAPS AND FOUNDATIONS (Cont'd)
EARTHWORKS (Cont'd)
Filling
General
E634 Selected excavated material other than topsoil,
rock or artificial hard material m3 *** *** ***
E635 Imported natural material other than topsoil
or rock m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E712 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DRAINAGE
EARTHWORKS
General excavation
Topsoil
E413 Maximum depth 0.5 - 1m m3 *** *** ***
Material other than topsoil, rock or artificial
hard material
E423 Maximum depth 0.5 - 1m m3 *** *** ***
Rock
E433 Maximum depth 0.5 - 1m m3 *** *** ***
Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and the
like; exposed at commencing surface
E443 Maximum depth 0.5 - 1m m3 *** *** ***
Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and the
like; not exposed at commencing surface
E453 Maximum depth 0.5 - 1m m3 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DRAINAGE (Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries
Preparation of excavated surfaces
E522.2 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated material
E531.2 Topsoil m3 *** *** ***
E532.2 Material other than topsoil, rock or artificial
hard material m3 *** *** ***
E533.2 Rock m3 *** *** ***
E534.2 Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and the
like m3 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DRAINAGE (Cont'd)
EARTHWORKS (Cont'd)
Filling
20mm thick
E645.1 Imported natural material other than topsoil
or rock; sand layer; inclined at an angle
10 - 45 degree to the horizontal m2 *** *** ***
200mm thick
E647.1 Stone pitching m2 *** *** ***
250mm thick
E645.2 Granular sub-base m2 *** *** ***
300mm thick
E645.3 Granular sub-base m2 *** *** ***
E645.4 Granular sub-base; inclined at an angle
10 - 45 degree to the horizontal m2 *** *** ***
E645.5 Imported filling; rubble mound m2 *** *** ***
E647.2 Rock; grade 200 m2 *** *** ***
E647.3 Rock; grade 400 m2 *** *** ***
400mm thick
E645.6 Imported filling; rubble mound m2 *** *** ***
E645.7 Imported filling; rubble mound; vertical m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DRAINAGE (Cont'd)
EARTHWORKS (Cont'd)
Filling ancillaries
Preparation of filled surfaces
E722.1 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
E722.2 Material other than topsoil, rock or artificial
hard material; inclined at an angle 10 - 45
degree to the horizontal m2 *** *** ***
E723 Rock m2 *** *** ***
Geotextiles; type 2
E730.1 Permeable filter membrane Terram 700 or
approved type; horizontal m2 *** *** ***
E730.2 Permeable filter membrane Terram 700 or
approved type; vertical m2 *** *** ***
Polyethylene sheet; 0.125mm thick
E790.1 Generally m2 *** *** ***
E790.2 Generally; inclined at an angle 10 - 45
degree to the horizontal m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DRAINAGE (Cont'd)
EARTHWORKS (Cont'd)
Landscaping
Grasscrete; minimum 20mm thick
E830 Generally; inclined at an angle exceeding 10
degree to the horizontal m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Pricing Schedule and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. E1
Earthworks
Page
E1/1 ***
E1/2 ***
E1/3 ***
E1/4 ***
E1/5 ***
E1/6 ***
E1/7 ***
E1/8 ***
E1/9 ***
E1/10 ***
--------------------------------------------------------------------------
To Summary of Cost Centre E ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR PILING FOR VIADUCT
CH35+372 TO CH37+077
GROUND INVESTIGATION
Rotary drilled boreholes; by rig
Numbers
B310 Core for NX size nr *** *** ***
Depth without core recovery; core of NX size;
commencing from Original Surface
B336 In holes of maximum depth 50 - 55m m *** *** ***
Depth with core recovery; core of NX size;
commencing from Original Surface
B346 In holes of maximum depth 50 - 55m m *** *** ***
Depth cased
B350 For core of NX size m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Rotary drilled boreholes; by rig (Cont'd)
Depth backfilled; with 1:15 cement and sand
mixture or other approved grouting
B360 For core of NX size m *** *** ***
Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight not
exceeding 50kg
B370 Core of NX size nr *** *** ***
Site tests and observations
Standard penetration tests on soil portion of
drilling
B513 Standard penetration; in rotary drilled holes nr *** *** ***
Laboratory tests
Rock strength tests on rock core samples
B771 Unconfined compressive strength of core samples
of NX size; height of sample 300 - 600mm nr *** *** ***
B775 Point load strength of core samples of NX size nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Instrumental observations
Deformation monitoring point
B691.1 Installation; type 1; vertical nr *** *** ***
B691.2 Installation; type 2; horizontal nr *** *** ***
B691.3 Installation; type 5; vertical nr *** *** ***
B694.1 Monitoring; to type 1 visit *** *** ***
B694.2 Monitoring; to type 2 visit *** *** ***
B694.3 Monitoring; to type 5 visit *** *** ***
B695.1 Reporting; to type 1 nr *** *** ***
B695.2 Reporting; to type 2 nr *** *** ***
B695.3 Reporting; to type 5 nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILES
Bored cast in place concrete piles; commence
at Original Surface; Grade 45D/20 reinforced
concrete; concrete category B
Diameter 1800mm
P191.1 Number of piles nr *** *** ***
P192.1 Concreted length m *** *** ***
P193.1 Depth bored; maximum depth 40 - 45m m *** *** ***
Diameter 2000mm
P191.2 Number of piles nr *** *** ***
P192.2 Concreted length m *** *** ***
P193.2 Depth bored; maximum depth 45 - 50m m *** *** ***
Diameter 2500mm
P191.3 Number of piles nr *** *** ***
P192.3 Concreted length m *** *** ***
P193.3 Depth bored; maximum depth 25 - 30m m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q129.1 Diameter 1800mm m *** *** ***
Q129.2 Diameter 2000mm m *** *** ***
Q129.3 Diameter 2500mm m *** *** ***
Backfilling empty bore with approved granular
material
Q139.1 Diameter 1800mm m *** *** ***
Q139.2 Diameter 2000mm m *** *** ***
Q139.3 Diameter 2500mm m *** *** ***
Permanent casings each length not exceeding
13m; grade 43 mild steel; minimum 16mm thick
Q149.1 Diameter 1800mm m *** *** ***
Q149.2 Diameter 2000mm m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Cast in place concrete piles (Cont'd)
Cutting of surplus lengths; including
permanent casings
Q179.1 Diameter 1800mm m *** *** ***
Q179.2 Diameter 2000mm m *** *** ***
Q179.3 Diameter 2500mm m *** *** ***
Preparing heads
Q189.1 Diameter 1800mm nr *** *** ***
Q189.2 Diameter 2000mm nr *** *** ***
Q189.3 Diameter 2500mm nr *** *** ***
Reinforcement; deformed high yield steel bars
to BS 4449 and CS2:1995
Q211 Straight bars; nominal size not exceeding 25mm t *** *** ***
Q212 Straight bars; nominal size exceeding 25mm t *** *** ***
Q219 Circular links; nominal size 16mm t *** *** ***
Q299 Protecting starter bars protruding above pile
cut-off level; including removal of the
protection and preparing of the bars for
subsequent works sum ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Pile tests
Maintained loading with various reactions
Q819 Test load; minimum 1.8 times working load;
as Clause A33.1.04 of Appendix Q to Particular
Specification nr *** *** ***
Q840 Non-destructive integrity; sonic testing nr *** *** ***
Q860.1 Number of cast in place concrete pile cored;
for full depth coring nr *** *** ***
Q860.2 Number of cast in place concrete pile cored;
for concrete/rock interface coring nr *** *** ***
Q870.1 Coring of cast in place concrete pile; for
full depth coring; 100mm diameter m *** *** ***
Q870.2 Coring of cast in place concrete pile; for
concrete/rock interface coring; 100mm diameter m *** *** ***
Q880.1 Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight not
exceeding 50kg; for full depth coring nr *** *** ***
Q880.2 Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight not
exceeding 5Okg; for concrete/rock interface
coring nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+272 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Pricing Schedule and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
X999.1 Establishment of piling plant ***
X999.2 Establishment of site office, workshop and
storage yard for piling sub-contractor ***
X999.3 Water treatment facilities and maintenance ***
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.1: December 2002 E2/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E2
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. E2
Piling
Page
E2/1 ***
E2/2 ***
E2/3 ***
E2/4 ***
E2/5 ***
E2/6 ***
E2/7 ***
E2/8 ***
E2/9 ***
--------------------------------------------------------------------------
To Summary of Cost Centre E ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR PRELIMINARY PILE
FOR VIADUCT CH35+372 TO CH37+077
GROUND INVESTIGATION
Rotary drilled boreholes: by rig
Numbers
B310 Core for NX size nr *** *** ***
Depth without core recovery; core of
NX size; commence from Original Surface
B336.1 In holes of maximum depth 45 - 50m m *** *** ***
B336.2 In holes of maximum depth 50 - 55m m *** *** ***
Depth with core recovery; core of NX size;
commence from Original Surface
B346.1 In holes of maximum depth 45 - 50m m *** *** ***
B346.2 In holes of maximum depth 50 - 55m m *** *** ***
Depth cased
B350 For core of NX size m *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Rotary drilled boreholes: by rig (Cont'd)
Depth backfilled; with 1:15 cement and
sand mixture or other approved grouting
B360 For core of NX size m *** *** ***
Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight
not exceeding 50kg
B370 Core of NX size nr *** *** ***
Site tests and observations
Standard penetration tests on soil
portion of drilling
B513 Standard penetration; in rotary drilled
holes nr *** *** ***
Laboratory tests
Rock strength tests on rock core samples
B771 Unconfined compressive strength of core
samples of NX size; height of sample
300 - 600mm nr *** *** ***
B775 Point load strength of core samples of
NX size nr *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
PILES
Bored cast in place concrete
piles: commence at Original
Surface: Grade 45D/20 reinforced
concrete: concrete category B
Diameter 1800mm
P191.1 Number of piles nr *** *** ***
P192.1 Concreted length m *** *** ***
P193.1 Depth bored; maximum depth 40 - 45m m *** *** ***
Diameter 2000mm
P191.2 Number of piles nr *** *** ***
P192.2 Concreted length m *** *** ***
P193.2 Depth bored; maximum depth 45 - 50m m *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q129.1 Diameter 1800mm m *** *** ***
Q129.2 Diameter 2000mm m *** *** ***
Backfilling empty bore with approved
granular material
Q139.1 Diameter 1800mm m *** *** ***
Q139.2 Diameter 2000mm m *** *** ***
Permanent casings each length not
exceeding 13m; grade 43 mild
steel; minimum 16mm thick
Q149.1 Diameter 1800mm m *** *** ***
Q149.2 Diameter 2000mm m *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Cast in place concrete piles (Cont'd)
Cutting of surplus lengths; including
permanent casings
Q179.1 Diameter 1800mm m *** *** ***
Q179.2 Diameter 2000mm m *** *** ***
Preparing heads
Q189.1 Diameter 1800mm nr *** *** ***
Q189.2 Diameter 2000mm nr *** *** ***
Reinforcement; deformed high yield steel
bars to BS 4449 and CS2:1995
Q211 Straight bars; nominal size not exceeding
25mm t *** *** ***
Q212 Straight bars; nominal size exceeding 25mm t *** *** ***
Q219 Circular links; nominal size 16mm t *** *** ***
Q299 Protecting starter bars protruding above
pile cut-off level; including removal of
the protection and preparing of the bars
for subsequent works sum ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Pile tests
Maintained loading with various reactions
Q819 Test load; minimum two times working load;
as Clause A33.1.04 of Appendix Q to
Particular Specification nr *** *** ***
Q840 Non-destructive integrity; sonic testing nr *** *** ***
Q860 Number of cast in place concrete pile
cored; for full depth coring nr *** *** ***
Q870 Coring of cast in place concrete pile;
for full depth coring; 100mm diameter m *** *** ***
Q880 Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight
not exceeding 50kg; for full depth coring nr *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx E3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
Earthworks and Piling
Activity Xxxx E3
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. E3
PRELIMINARY PILE
Page
E3/1 ***
E3/2 ***
E3/3 ***
E3/4 ***
E3/5 ***
E3/6 ***
E3/7 ***
E3/8 ***
------------------------------------------------------------------
To Summary of Cost Centre E ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre E
Pricing Schedule Viaduct Ch35+372 to Ch37+077
Earthworks and Piling
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------
SUMMARY XX XXXX XXXXXX X
Xxxxxxx Xx00x000 to Ch37+077 - Earthworks
and Piling
Page
E1/COL/1 - Earthworks ***
E2/COL/1 - Piling ***
E3/COL/1 - Preliminary Pile ***
------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 E.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
General
Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX
NO. F1 - VIADUCT CH35+372 TO
CH37+077 - GENERAL
LSF1.1 Demolition and Site Clearance Sum *** *** ***
LSF1.2 Pile Caps and Foundations Sum *** *** ***
LSF1.3 Piers and Portals Sum *** *** ***
LSF1.4 Girders and Parapets Sum *** *** ***
LSF1.5 OHL Masts Sum *** *** ***
LSF1.6 Finishings and Metalworks Sum *** *** ***
LSF1.7 Above Ground Drainage Sum *** *** ***
LSF1.8 Below Ground Drainage Sum *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. F1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 F1/1 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
General
Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. F1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 F1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
General
Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. F1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 F1/3 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Pricing Schedule Viaduct Ch35+372 to Ch37+077 -
General
Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. F1
Viaducts Ch35+372 to Ch37+077 - General
Page
F1/1 ***
F1/2 ***
F1/3 ***
------------------------------------------------------------------
To Summary of Cost Centre F ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 F1/COL/1 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Pricing Schedule Viaduct Ch35+372 to Ch37+077 - General
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------
SUMMARY OF COST CENTRE F
Viaduct Ch35+372 to Ch37+077 - General
Page
F1/COL/1 - Viaduct Ch35+372 to Ch37+077 - General ***
------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 F.SUM/1 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Pricing Schedule Electrical and
Mechanical Works
Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX NO.
G1 - ELECTRICAL AND MECHANICAL WORKS
LSG1.1 Track Alignment Sum *** *** ***
LSG1.2 Emergency Access Points & Staircases Sum *** *** ***
LSG1.3 Ancillary Buildings Sum *** *** ***
LSG1.4 Building Automation System Sum *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. G1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 G1/1 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Pricing Schedule Electrical and
Mechanical Works
Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. G1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 G1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Pricing Schedule Electrical and
Mechanical Works
Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. G1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 G1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Pricing Schedule Electrical and
Mechanical Works
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------
SUMMARY OF COST CENTRE G
Electrical and Mechanical Works
Page
G1/COL/1 - Electrical and Mechanical Works ***
------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 G.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR EARTHWORKS FOR
EXTERNAL WORKS
EMBANKMENT FORMATIONS
EARTHWORKS
General excavation
Topsoil
E415 Maximum depth 2 - 5m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E425 Maximum depth 2 - 5m m3 *** *** ***
Xxxx
X000 Xxxxxxx xxxxx 0 - 0x x0 *** *** ***
Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like;
exposed at commencing surface
E445 Maximum depth 2 - 5m m3 *** *** ***
Brickwork, concrete, reinforced
concrete masonry, pipework,
bituminous, paving and the like;
not exposed at commencing
surface
E455 Maximum depth 2 - 5m m3 *** *** ***
----------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------
EMBANKMENT FORMATIONS (Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries
Preparation of excavated surfaces
E522.1 Material other than topsoil, rock or
artificial hard material m2 *** *** ***
E522.2 Material other than topsoil, rock or
artificial hard material; inclined at an
angle of 10 - 45 degree to the horizontal m2 *** *** ***
Disposal of excavated material
E531.1 Topsoil m3 *** *** ***
E532.1 Material other than topsoil, rock
or artificial hard material m3 *** *** ***
E533.1 Rock m3 *** *** ***
E534.1 Brickwork, concrete reinforced concrete,
masonry, pipework, bituminous paving and
the like m3 *** *** ***
--------
To Collection of Activity Xxxx H1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
EMBANKMENT FORMATIONS (Cont'd)
EARTHWORKS (Cont'd)
Filling
Embankment
E624 Selected excavated material other than
topsoil, rock or artificial hard material m3 *** *** ***
E625 Imported natural material; CDG fill m3 *** *** ***
E627 Imported rock; grade 200 m3 *** *** ***
Depth 300mm thick
E645.1 Imported natural material; granular
material m2 *** *** ***
E645.2 Imported natural material; granular
material; inclined at an angle of 10 - 45
degree to the horizontal m2 *** *** ***
Depth 800mm thick
E647 Imported rock; rip rap surface; inclined at
an angle of 10 - 45 degree to the
horizontal m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
EMBANKMENT FORMATIONS (Cont'd)
EARTHWORKS (Cont'd)
Filling ancillaries
Preparation of filled surfaces
E722.1 CDG fill m2 *** *** ***
E722.2 CDG fill; inclined at an angle of 10 - 45
degrees to the horizontal m2 *** *** ***
E723.1 Grade 200 rock m2 *** *** ***
E723.2 Grade 200 rock; inclined at an angle of
10 - 45 degrees to the horizontal m2 *** *** ***
Geotextiles
E730.1 Permeable filter membrane Terram 700 or
approved type m2 *** *** ***
Geogrids
E730.2 Geosynthethic reinforcement; polyethylene
and polyester based m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
ANCILLARY BUILDING AND STAIRCASE
EARTHWORKS
Excavation for foundations
Topsoil
E315 Maximum depth 2 - 5m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material; commencing
surface at Site formation level
E325 Maximum depth 2 - 5m m3 *** *** ***
Xxxx
X000 Xxxxxxx xxxxx 0 - 0x x0 *** *** ***
Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and
the like; exposed at commencing surface
E345 Maximum depth 2 - 5m m3 *** *** ***
Brickwork, concrete, reinforced concrete
masonry, pipework, bituminous, paving and
the like; not exposed at commencing
surface
E355 Maximum depth 2 - 5m m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
ANCILLARY BUILDING AND STAIRCASE
(Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries
Preparation of excavated surfaces
E522.3 Material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531.2 Topsoil m3 *** *** ***
E532.2 Material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533.2 Rock m3 *** *** ***
E534.2 Brickwork, concrete reinforced concrete,
masonry, pipework, bituminous paving and
the like m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
ROAD AND PAVINGS
EARTHWORKS
General excavation
Topsoil
E413 Maximum depth 0.5 - 1m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material; commencing
surface at site formation level
E423 Maximum depth 0.5 - 1m m3 *** *** ***
Rock
E433 Maximum depth 0.5 - 1m m3 *** *** ***
Brickwork, concrete, reinforced concrete,
masonry, pipework, bituminous paving and
the like; exposed at commencing surface
E443 Maximum depth 0.5 - 1m m3 *** *** ***
Brickwork, concrete, reinforced concrete
masonry, pipework, bituminous, paving and
the like; not exposed at commencing
surface
E453 Maximum depth 0.5 - 1m m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
ROAD AND PAVINGS (Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries
Preparation of excavated surfaces
E522.4 Material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531.3 Topsoil m3 *** *** ***
E532.3 Material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533.3 Rock m3 *** *** ***
E534.3 Brickwork, concrete reinforced concrete,
masonry, pipework, bituminous paving and
the like m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H1
AMOUNT
ITEM DESCRIPTION HK$
-------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. H1
Earthworks
Page
H1/1 ***
H1/2 ***
H1/3 ***
H1/4 ***
H1/5 ***
H1/6 ***
H1/7 ***
H1/8 ***
H1/9 ***
H1/10 ***
-------------------------------------------
To Summary of Cost Centre H ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR PILING FOR
EXTERNAL WORKS
GROUND INVESTIGATION
Rotary drilled boreholes: by rig
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX
size; commence from Original Surface
B334 In holes of maximum depth 20 - 30m m *** *** ***
B336 In holes of maximum depth 40 - 50m m *** *** ***
Depth with core recovery; core of NX size;
commence from Original Surface
B344 In holes of maximum depth 20 - 30m m *** *** ***
B346 In holes of maximum depth 40 - 50m m *** *** ***
Depth cased
B350 For core of NX size m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. H2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works -Earthworks and Piling
Activity Xxxx H2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Rotary drilled boreholes: by rig
(Cont'd)
Depth backfilled; with 1:15 cement and
sand mixture or other approved grouting
B360 For core of NX size m *** *** ***
Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight
not exceeding 50kg
B370.1 Core of NX size nr *** *** ***
Site tests and observations
Standard penetration tests on soil portion
of drilling
B513 Standard penetration; in rotary drilled
boreholes nr *** *** ***
Laboratory tests
Rock strength tests on rock core samples
B771 Unconfined compressive strength of core
samples of NX size; height of samples
300 - 600mm nr *** *** ***
B775 Point load strength of core samples of NX
size nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. H2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
PILES
Bored cast in place concrete mini-piles;
commence at Original Surface; minimum
30MPa non-shrink cement grout
Diameter 219mm; with 235mm minimum reamed
holes
P191 Number of piles nr *** *** ***
Pl92 Concreted length m *** *** ***
P193.1 Depth bored; maximum depth 20 - 25m m *** *** ***
P193.2 Depth bored; maximum depth 35 - 40m m *** *** ***
PILING ANCILLARIES
Cast in place concrete mini-piles
Boring through rock
Q129 Diameter 209mm m *** *** ***
Backfilling empty bore with imported
granular material
Q134 Diameter 209mm m *** *** ***
Permanent casings each length not
exceeding 13m; grade 43 structural steel
to BS 4360; minimum 5mm thick
Q149 Diameter 209mm m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. H2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Cast in place concrete mini-piles
(Cont'd)
Cutting off surplus lengths; including
permanent casings
Q179 Diameter 219mm m *** *** ***
Preparing heads
Q189 Diameter 219mm nr *** *** ***
Reinforcement; deformed high yield steel
bars to BS 4449 and CS2:1995
Q212 Straight bars; nominal size exceeding 25mm t *** *** ***
Reinforcement; special joints
Q219 Screwed sleeve; mechanical
tension/compression threaded coupler;
connected to two 40mm diameter steel bars;
including forming threaded ends on steel
bars nr *** *** ***
Q299 Protecting starter bars protruding above
pile cut-off level; including removal of
the protection and preparing of the bars
for subsequent works sum ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. H2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
PILING ANCILLARIES (Cont'd)
Pile tests
Maintained loading with various reactions
Q819.1 Test load; twice working loading on
selected piles of EAP staircase nr *** *** ***
Q819.2 Test load; twice working loading on
selected piles of Access Bridge nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. H2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. H2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with SECTION 7 of CESMM3
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. H2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks and Piling
Activity Xxxx H2
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. H2
Piling
Page
H2/1 ***
H2/2 ***
H2/3 ***
H2/4 ***
H2/5 ***
H2/6 ***
H2/7 ***
--------------------------------------------
To Summary of Cost Centre H ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR GROUND
INVESTIGATION FOR GEOTECHNICAL FOR
EXTERNAL WORKS
GROUND INVESTIGATION
Trial Pits
Number in material other than rock;
minimum plan area 2.25m2; excavation
including temporary shoring
B114 Maximum depth 3 - 5m nr *** *** ***
B130 Depth in material other than rock m *** *** ***
B140 Depth in rock m *** *** ***
B150 Depth supported m *** *** ***
B160 Depth backfilled with granular materials m *** *** ***
B170 Removal of obstructions h *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Rotary drilled boreholes: by rig
Numbers; with inspection pits
B310 Core of P size nr *** *** ***
Depth without core recovery; core of P
size; commence from Original Surface
B336 In holes of maximum depth 65m m *** *** ***
Depth with core recovery; core of P size;
commence from Original Surface
B346 In holes of maximum depth 65m m *** *** ***
Depth cased
B350 For core of P size m *** *** ***
Core boxes; size of box 1.05m long x 0.45m
wide; to contain core materials of weight
not exceeding 50kg
B370 Core of P size nr *** *** ***
Samples
From trial pits and trenches
B419.1 U76 sample nr *** *** ***
B419.2 U100 sample nr *** *** ***
B419.3 Large disturbed sample; sample weight not
less than 11kg nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Samples (Cont'd)
From boreholes
B422 Small disturbed sample from core of P
size; in form of jar nr *** *** ***
B423 Recover water sample from core of P size nr *** *** ***
B429.1 SPT's with liner sample from core of P
size nr *** *** ***
B429.2 Mazier sample from core of P size nr *** *** ***
B429.3 Piston sample from core of P size nr *** *** ***
B429.4 U100 sample from core of P size nr *** *** ***
B429.5 Double U76 with core catcher from core of
P size nr *** *** ***
B429.6 Contaminated soil sample; nominal sample
weight 0.5kg from fore of P size nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Site tests and observations
B511.1 Variable head permeability test in rotary
drilled boreholes; with core of P size nr *** *** ***
B511.2 Constant head permeability test in rotary
drilled boreholes; with core of P size nr *** *** ***
B513 Standard penetrations in rotary drilled
boreholes; with core of P size nr *** *** ***
B515 Penetration shear vane test in rotary
drilled boreholes; with core of P size nr *** *** ***
B516 Pressuremeter test in rotary drilled
boreholes; with core of P size nr *** *** ***
B519.1 Volatile organic test in rotary drilled
boreholes; with core of P size nr *** *** ***
B519.2 Packer (water absorption) test in rotary
drilled boreholes; with core of P size nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Site tests and observations (Cont'd)
B519.3 Impression packer test in rotary drilled
boreholes; with core of P size nr *** *** ***
B519.4 Earth resistivity test in rotary drilled
boreholes; with core of P size nr *** *** ***
B525 In-situ density test in trial pits nr *** *** ***
B526 Xxxxxxx tests; 2.5kg; with 5 determination nr *** *** ***
Instrumental observations
Pressure head
B612 Piezometers m *** *** ***
B613 Install covers; in drillholes nr *** *** ***
B614 Monitoring visit *** *** ***
B615 Reporting nr *** *** ***
Observation xxxxx
B691 Installations; in drillholes nr *** *** ***
B694 Monitoring visit *** *** ***
B695 Reporting nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Laboratory tests
Classification
B711 Moisture content nr *** *** ***
X000 Xxxxxxxxx limits (Plastic and Liquid
Limits) nr *** *** ***
B713 Specific gravity nr *** *** ***
B719.1 Particle size distribution nr *** *** ***
B719.2 Bulk density nr *** *** ***
B719.3 Dry density/Moisture content relationship nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Laboratory tests (Cont'd)
Chemical content
B721 Organic matter nr *** *** ***
B722 Sulphate and sulphide nr *** *** ***
B723 pH nr *** *** ***
B729.1 Chloride nr *** *** ***
B729.2 Carbonate nr *** *** ***
B729.3 Redox potential nr *** *** ***
B729.4 Soil resistivity nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Laboratory tests (Cont'd)
Consolidation
B741 Oedometer test; with 7 stages nr *** *** ***
B742.1 CU triaxial test; single-stage nr *** *** ***
B742.2 CU triaxial test; three-stage nr *** *** ***
B742.3 UU triaxial test; single-stage nr *** *** ***
B742.4 UU triaxial test; three-stage nr *** *** ***
B742.5 CD triaxial test nr *** *** ***
Rock strength test on rock core sample
B771 Unconfined compressive strength of core
samples; sample of P size nr *** *** ***
B775 Point load test of core sample of P size nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with SECTION 7 of CESMM3
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H3
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. H3
Ground Investigation for Geotechnical
Page
H3/1 ***
H3/2 ***
H3/3 ***
H3/4 ***
H3/5 ***
H3/6 ***
H3/7 ***
H3/8 ***
H3/9 ***
H3/10 ***
-----------------------------------------------
To Summary of Cost Centre H ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR TEMPORARY ACCESS
TRAVERSES PONDS FOR EXTERNAL WORKS
MISCELLANEOUS WORK
Design, construct, maintain including
repair to make good any damage, subsequent
reinstatement of temporary access roads
and removal upon completion of the Works;
including testing for ground conditions,
interface with other temporary and
permanent construction and reinstatement
of impacted ponds; as Particular
Specification Clause P29.5, Drawing Nr.
LCC202/13/C14/111 and General
Specification Section G5
In minimum practical width; minimum 390mm
thick base including Geoweb, granular
fill, geotextile and temporary access
drains
X999.1 At Ch35+510 to Ch35+540 m2 *** *** ***
X999.2 At Ch35+560 to Ch35+640 m2 *** *** ***
X999.3 At Ch35+650 to Ch35+700 m2 *** *** ***
X999.4 At Ch35+770 to Ch35+860 m2 *** *** ***
X999.5 At Ch36+025 to Ch36+140 m2 *** *** ***
X999.6 At Ch36+340 to Ch36+400 m2 *** *** ***
X999.7 At Ch36+460 to Ch36+560 m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H4/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK (Cont'd)
Design, construct, maintain including
repair to make good any damage,
subsequent reinstatement of temporary
access roads and removal upon completion
of the Works; including testing for
ground conditions, interface with other
temporary and permanent construction and
reinstatement of impacted ponds; as
Particular Specification Clause P29.5,
Drawing Nr. LCC202/13/C14/111 and
General Specification Section G5
(Cont'd)
In minimum practical width; minimum
490mm thick base including Geoweb,
granular fill, geotextile and temporary
access drains
X999.8 At Ch35+510 to Ch35+540 m2 *** *** ***
X999.9 At Ch35+560 to Ch35+640 m2 *** *** ***
X999.10 At Ch35+650 to Ch35+700 m2 *** *** ***
X999.ll At Ch35+770 to Ch35+860 m2 *** *** ***
X999.12 At Ch36+025 to Ch36+140 m2 *** *** ***
X999.13 At Ch36+340 to Ch36+400 m2 *** *** ***
X999.14 At Ch36+460 to Ch36+560 m2 *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H4/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK (Cont'd)
Design, construct, maintain including
repair to make good any damage,
subsequent reinstatement of temporary
access roads and removal upon completion
of the Works; including testing for
ground conditions, interface with other
temporary and permanent construction and
reinstatement of impacted ponds; as
Particular Specification Clause P29.5,
Drawing Nr. LCC202/13/C14/111 and
General Specification Section G5
(Cont'd)
In minimum practical width; minimum
590mm thick base including Geoweb,
granular fill, geotextile and temporary
access drains
X999.15 At Ch35+510 to Ch35+540 m2 *** *** ***
X999.16 At Ch35+560 to Ch35+640 m2 *** *** ***
X999.17 At Ch35+650 to Ch35+700 m2 *** *** ***
X999.18 At Ch35+770 to Ch35+860 m2 *** *** ***
X999.19 At Ch36+025 to Ch36+140 m2 *** *** ***
X999.20 At Ch36+340 to Ch36+400 m2 *** *** ***
X999.21 At Ch36+460 to Ch36+560 m2 *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H4/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK (Cont'd)
Design, construct, maintain including
repair to make good any damage,
subsequent reinstatement of temporary
access roads and removal upon completion
of the Works; including testing for
ground conditions, interface with other
temporary and permanent construction and
reinstatement of impacted ponds; as
Particular Specification Clause P29.5,
Drawing Nr. LCC202/13/C14/111 and
General Specification Section G5
(Cont'd)
In minimum practical width; exceeding
590mm thick base including Geoweb,
granular fill, geotextile and temporary
access drains
X999.22 At Ch35+510 to Ch35+540 m2 *** *** ***
X999.23 At Ch35+560 to Ch35+640 m2 *** *** ***
X999.24 At Ch35+650 to Ch35+700 m2 *** *** ***
X999.25 At Ch35+770 to Ch35+860 m2 *** *** ***
X999.26 At Ch36+025 to Ch36+140 m2 *** *** ***
X999.27 At Ch36+340 to Ch36+400 m2 *** *** ***
X999.28 At Ch36+460 to Ch36+560 m2 *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H4/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H4/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H4
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx H4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H4/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works - Earthworks & Piling
Activity Xxxx H4
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX No. H4
Temporary Access Traverses Ponds
Page
H4/1 ***
H4/2 ***
H4/3 ***
H4/4 ***
H4/5 ***
H4/6 ***
------------------------------------------------------------------------------
To Summary of Cost Centre H ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H4/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre H
Pricing Schedule External Works
- Earthworks & Piling
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
SUMMARY OF COST CENTRE H
External Works - Earthworks and Piling
Page
H1/COL/1 - Earthworks ***
H2/COL/1 - Piling ***
H3/COL/1 - Ground Investigation for Geotechnical ***
H4/COL/1 - Tempoary Access Traverses Ponds ***
------------------------------------------------------------------------------
To Pricing Schedule Summary ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 H.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX
NO. I1 - EMERGENCY ACCESS POINT AND RAMP
LSI1.1 Ancillary Buildings Sum *** *** ***
LSI1.2 Staircases Sum *** *** ***
LSI1.3 Cable Trenches and other Builder's
Works Sum *** *** ***
LSI1.4 Road and Pavings Sum *** *** ***
LSI1.5 Access Bridges Sum *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. I1
Emergency Access Point and Ramp
Page
I1/1 ***
I1/2 ***
I1/3 ***
------------------------------------------------------------------------------
To Summary of Cost Centre I1 ***
--------
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Il/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX
NO. I2 - LANDSCAPING WORKS
LSI2.1 Soft Landscaping Sum *** *** ***
LSI2.2 Hard Landscaping Sum *** *** ***
LSI2.3 Tree Transplantation Sum *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I2 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I2
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. I2
Landscaping Works
Page
I2/1 ***
I2/2 ***
I2/3 ***
------------------------------------------------------------------------------
To Summary of Cost Centre I ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX
NO. I3 - EXTERNAL UTILITIES
LSI3.1 Water Supply Sum *** *** ***
LSI3.2 Fire Street Hydrant System Sum *** *** ***
LSI3.3 Utilities works Sum *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. I3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
Activity Xxxx I3
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. I3
External Utilities
Page
I3/1 ***
I3/2 ***
I3/3 ***
------------------------------------------------------------------------------
To Summary of Cost Centre I ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Pricing Schedule External Works - General
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
SUMMARY OF COST CENTRE I
External Works - General
Page
Il/COL/l - Other Civil Structures ***
I2/COL/l - Landscaping Works ***
I3/COL/1 - External Utilities ***
------------------------------------------------------------------------------
To Pricing Schedule Summary ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 I.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR EARTHWORKS
FOR REPROVISIONING, REMEDIAL AND
IMPROVEMENT WORKS (RRIW)
DIVERSION OF ROAD NEAR SAN SHAM ROAD AT
CH36+700
EARTHWORKS
General excavation
Topsoil
E412 Maximum depth 0.25 - 0.5m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E422 Maximum depth 0.25 - 0.5m m3 *** *** ***
Rock
E432 Maximum depth 0.25 - 0.5m m3 *** *** ***
Brickwork, concrete, reinforced
concrete, masonry, pipework, bituminous
paving and the like; exposed at
commencing surface
E442 Maximum depth 0.25 - 0.5m m3 *** *** ***
Brickwork, concrete, reinforced
concrete, masonry, pipework,
bituminous paving and the like;
not exposed at commencing surface
E452 Maximum depth 0.25 - 0.5m m3 *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx J1 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
DIVERSION OF ROAD NEAR SAN SHAM ROAD AT
CH36+700 (Cont'd)
EARTHWORKS (Cont'd)
Excavation ancillaries
Preparation of excavated surface
E522 Material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531 Topsoil m3 *** *** ***
E532 Material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 Rock m3 *** *** ***
E534 Brickwork, concrete, reinforced
concrete, masonry, pipework, bituminous
paving and the like m3 *** *** ***
Filling
General
E634 Selected excavated material other than
topsoil, rock or artificial hard
materials m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E712 Material other than topsoil, rock or
artificial hard material m2 *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx J1 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx J1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx J1 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. J1
Earthworks
Page
Jl/1 ***
Jl/2 ***
Jl/3 ***
J1/4 ***
------------------------------------------------------------------------------
To Summary of Cost Centre J ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Jl/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
RE-MEASUREMENT ITEMS FOR PAI XXX FOR
REPROVISIONING, REMEDIAL AND
IMPROVEMENT WORKS (RRIW)
MISCELLANEOUS WORK
Design, construct and fulfillment of Pai
Xxx Works as detailed in Appendix V to
the Particular Specification and to be
reviewed without objection by the
Engineer;
including preserve and protect adjacent
structure, liaison, arrangement and
co-ordination with the objectors and all
relevant parties
X990 Pai Xxx; size approximately 10m wide x
7.6m high; including demolition and
removal of existing structure, Site
clearance, Site formation,
foundation, structural frame,
architectural finishes, fittings,
fixtures, signs and graphics,
statues, ornaments, nr *** *** ***
external works and all other necessary
accessories
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx J2 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx J2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx J2 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Activity Xxxx J2
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. J2
Pai Xxx
Page
J2/1 ***
J2/2 ***
J2/3 ***
------------------------------------------------------------------------------
To Summary of Cost Centre J ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre J
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
SUMMARY OF COST CENTRE J
Reprovisioning, Remedial and Improvement
Works (RRIW) - Earthworks and Pai Xxx
Page
Jl/COL/1 - Earthworks ***
J2/COL/1 - Pai Xxx ***
------------------------------------------------------------------------------
To Pricing Schedule Summary ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 J.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - General
Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY XXXX
NO. K1 - REPROVISIONING, REMEDIAL AND
IMPROVEMENT WORKS (RRIW) - GENERAL
LSK1.1 Commitment Cases Sum *** *** ***
LSK1.2 Relocation of Flag Poles and Traffic
Sign for Bridge Building Sum *** *** ***
LSK1.3 Diversion of Road near San Sham Road at
Chainage 36 + 700 Sum *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. K1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 K1/1 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - General
Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. K1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Kl/2 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - General
Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with SECTION 7 of CESMM3
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx No. K1 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 K1/3 Contract No. LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - General
Activity Xxxx K1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. K1
Reprovisioning, Remedial and Improvement
Works (RRIW) - General
Page
Kl/1 ***
Kl/2 ***
Kl/3 ***
------------------------------------------------------------------------------
To Summary of Cost Centre K ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Kl/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Pricing Schedule Reprovisioning, Remedial and Improvement
Works (RRIW) - General
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
SUMMARY OF COST CENTRE K
Reprovisioning, Remedial and Improvement
Works (RRIW) - General
Page
K1/COL/1 - Reprovisioning, Remedial and
Improvement Works (RRIW) - General ***
------------------------------------------------------------------------------
To Pricing Schedule Summary ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 K.SUM/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre L
Pricing Schedule Provisional Sums and Dayworks
Activity Xxxx L1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
PROVISIONAL SUMS
Daywork
A411.1 Allow the Provisional Sum of
HK$4,000,000 for labour working during
Normal Working Hours sum ***
A412.1 Percentage adjustment to the Provisional
Sum for Daywork labour working during
Normal Working Hours % *** ***
A411.2 Allow the Provisional Sum of
HK$2,000,000 for labour working overtime
between the hours of 1800 to midnight sum ***
A412.2 Percentage adjustment to the Provisional
Sum for Daywork labour working overtime
between the hours of 1800 to midnight % *** ***
A411.3 Allow the Provisional Sum of
HK$1,000,000 for labour working overtime
between the hours of midnight to 0800 sum ***
A412.3 Percentage adjustment to the Provisional
Sum for Daywork labour working overtime
between the hours of midnight to 0800 % *** ***
A413 Allow the Provisional Sum of HK$2,000,000
for materials ordered for daywork sum ***
A414 Percentage adjustment to the Provisional
Sum for Daywork materials % *** ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx L1 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Ll/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre L
Pricing Schedule Provisional Sums and Dayworks
Activity Xxxx L1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
PROVISIONAL SUMS (Cont'd)
Daywork (Cont'd)
A415 Allow the Provisional Sum of
HK$1,000,000 for Contractor's Equipment
used for daywork sum ***
A416 Percentage adjustment to the Provisional
Sum for Contractor's Equipment used for
daywork % *** ***
Other Provisional Sums
A429.1 Allow the Provisional Sum of
HK$2,000,000 for commitment cases not
included in Appendix R to the Particular
Specification sum ***
A429.2 Allow the Provisional Sum of
HK$5,000,000 for permanent fencing to
landscaped areas under the viaduct sum ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx L1 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Ll/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre L
Pricing Schedule Provisional Sums and Dayworks
Activity Xxxx L1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
PROVISIONAL SUMS (Cont'd)
Other Provisional Sums (Cont'd}
A429.3 Allow the Provisional Sum of
HK$2,000,000 for sampling, testing and
treatment of contaminated material in
areas other than within the ramp section sum ***
A429.4 Allow the Provisional Sum of
HK$1,000,000 for reimbursement of
landfill charges sum ***
A429.5 Allow the Provisional Sum of
HK$3,000,000 for slope treatment
adjacent to pier W43 sum ***
A429.6 Allow the Provisional Sum of
HK$5,000,000 for providing Attendance to
Project Contractors after Substantial
Completion of the Works sum ***
-------------------------------------------------------------------------------------------------
To Collection of Activity Xxxx L1 ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Ll/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre L
Pricing Schedule Provisional Sums and Dayworks
Activity Xxxx L1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY XXXX NO. L1
Provisional Sums and Dayworks
Page
Ll/1 ***
Ll/2 ***
Ll/3 ***
------------------------------------------------------------------------------
To Summary of Cost Centre L ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 Ll/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre L
Pricing Schedule Provisional Sums and Dayworks
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
SUMMARY OF COST CENTRE L
Provisional Sums and Dayworks
Page
Ll/COL/1 - Provisional Sums and Dayworks ***
------------------------------------------------------------------------------
To Pricing Schedule Summary ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 L.SUM/1 Contract No.LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
LUMP SUM BREAKDOWNS
17 December 2002 Contract No. LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.1 - General Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractual requirements
A110 Contractor's bond sum ***
A130 Contractor's insurance sum ***
A140 Administration of all insurances
required under the Contract including
but without limitation Employee's
Compensation and Statutory Employee's
Compensation Levy sum ***
(Note: A Provisional Sum for the premium
for Employee's Compensation Insurance
and Statutory Employee's Compensation
Levy is to be inserted within Pricing
Schedule Summary by the Contractor)
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.1/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.1 - General Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required. ***
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.1/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.1 - General Requirements Activity Xxxx A1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSA1.1
General Requirements
Page
LSA1.1/1 ***
LSA1.1/2 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSA1.1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0: 26 July 2002 LSA1.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS
Specified requirements
Accommodation for the Engineer's staff
including covered parking areas;
establish and remove
A211.1 Offices; design, construction and
modification sum ***
A211.2 Offices; clearance, remove after
issuance of Substantial Completion
Certificate sum ***
Accommodation for the Engineer's staff
including covered parking areas;
maintain and operate
A211.3 Offices wk *** *** ***
A211.4 Offices; after issuance of Substantial
Completion Certificate wk *** *** ***
Accommodation for the Engineer's staff;
establish and remove
A213.1 Two number portable sub-offices; design,
construction and modification sum ***
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To Collection of Lump Sum Item LSA1.2 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Specified requirements (Cont'd)
Accommodation for the Engineer's staff;
maintain and operate
A213.2 Two number portable sub-offices;
Engineer's staff wk *** *** ***
Services for the Engineer's staff;
establish and remove after issuance of
Substantial Completion Certificate
A221.1 Transport vehicles sum ***
Services for the Engineer's staff;
maintain and operate
A221.2 Transport vehicles wk *** *** ***
A221.3 Transport vehicles; after issuance of
Substantial Completion Certificate wk *** *** ***
Services for the Engineer's staff;
establish and remove after issuance of
Substantial Completion Certificate
A222.1 Telephone and communication equipment sum ***
A222.2 Computing and networking facilities sum ***
A222.3 Structured cabling system for computer
room sum ***
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To Collection of Lump Sum Item LSA1.2 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Specified requirements (Cont'd)
Services for the Engineer's staff;
maintain and operate
A222.4 Telephone and communication equipment wk *** *** ***
A222.5 Computing and networking facilities wk *** *** ***
A222.6 Structured cabling system for computer
room wk *** *** ***
A222.7 Telephone and communication equipment;
after issuance of Substantial
Completion Certificate wk *** *** ***
A222.8 Computing and networking facilities;
after issuance of Substantial Completion
Certificate wk *** *** ***
A222.9 Structured cabling system for computer
room; after issuance of Substantial
Completion Certificate wk *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Specified requirements (Cont'd)
Equipment for use by the Engineer's
staff; establish and remove after
issuance of Substantial Completion
Certificate
A231.1 Office equipment sum ***
Equipment for use by the Engineer's
staff; maintain and operate
A231.2 Office equipment wk *** *** ***
A231.3 Office equipment; after issuance of
Substantial Completion Certificate wk *** *** ***
Equipment for use by the Engineer's
staff; establish and remove
A233.1 Surveying and testing equipment sum ***
A233.2 Safety equipment sum ***
Equipment for use by the Engineer's
staff; maintain and operate
A233.3 Surveying and testing equipment wk *** *** ***
A233.4 Safety equipment wk *** *** ***
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To Collection of Lump Sum Item LSA1.2 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/4 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Specified requirements (Cont'd)
Attendance upon the Engineer's staff
A241 Drivers sum ***
A242 Chainmen sum ***
A249 Office attendants sum ***
A250 Testing of the materials sum ***
A260 Testing of the works sum ***
Temporary works
A271 Traffic diversions sum ***
A272 Traffic regulations sum ***
A273 Access roads sum ***
A276 Pumping sum ***
A277 Dewatering sum ***
A279.1 Protect, maintain for the operation of
existing structures sum ***
A279.2 Provide, maintain and remove flooding
protection works sum ***
A279.3 Temporary crossings over channels and
water courses sum ***
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To Collection of Lump Sum Item LSA1.2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/5 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Specified requirements (Cont'd)
Temporary works (Cont'd)
A281 Hoardings and fencing sum ***
A282 Project signboards sum ***
A283 Utility diversion sum ***
A284 Security sum ***
A285 Access scaffolding sum ***
A286 Piling sum ***
A287 Hardstandings sum ***
A288 Ground treatment sum ***
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/6 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Other specified requirements
General Attendance for Project Contractors
A710.1 Contractor LDB-201 : Sheung Shui to Xxxx Tau Tunnels sum ***
A710.2 Contractor SI-L1250 : Tunnel Ventilation System sum ***
A710.3 Contractor LCC-204 : Improvement to Existing Sheung
Shui Station and Associated Works sum ***
A710.4 Contractor LCC-205 : Watermains Diversion and
Associated Works sum ***
A710.5 Contractor LCC-300 : Piling, Site Formation,
Superstructure and Associated Works for Lok Ma Xxxx
Terminus and Associated Works sum ***
A710.6 Contractor LFCC-007 : Lok Ma Xxxx Wetland Creation sum ***
A710.7 Contractor DB-1350 : Signalling and Train Control sum ***
A710.8 Contractor DB-1460 : Traction Power Supply and Overhead sum ***
Line
A710.9 Contractor DB-1520 : Commercial Communication System sum ***
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To Collection of Lump Sum Item LSA1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/7 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Other specified requirements (Cont'd)
General Attendance for Project Contractors (Cont'd)
A710.10 Contractor DB-1560 : Integrated Control &
Communication System sum ***
A710.11 Contractor DB-1561 : Integrated Radio System sum ***
A710.12 Contractor CC-1860 : Permanent Way sum ***
A710.13 Contractor SI-E2350 : Signage for EAPs sum ***
A710.14 Contractor EGSA-023 : Archaeological Survey sum ***
A710.15 Contractor 73CD/B : Construction of San Tin Channel sum ***
A710.16 Contractor for Hong Kong Police Radio System sum ***
A710.17 Contractor for Fire Services Department Radio System sum ***
Generally
A790.1 Health and safety sum ***
A790.2 Site cleaning sum ***
A790.3 Survey of the Site and setting out sum ***
A790.4 Photographic survey sum ***
A790.5 Photographic equipments sum ***
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To Collection of Lump Sum Item LSA1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/8 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Other specified requirements (Cont'd)
Generally (Cont'd)
A790.6 Reinstatement and reconstruction sum ***
A790.7 Compliance with Short Term Tenancy Agreement sum ***
A790.8 Condition survey and protection of EBS, slopes,
utilities and surrounding facilities sum ***
A790.9 Independent Checking Engineer sum ***
A790.10 Environmental requirements including but not
limited to all necessary works as stipulated in
Appendices H, I and J to Particular Specification
in particular requirements for 2.5m high gap-free
noise barrier (para 3.25, figure 9e) and measures
to mitigate landscape and visual impacts during
construction (Appendix B of the EP), etc sum ***
A790.11 Drainage requirements sum ***
A790.12 Initial land survey sum ***
A790.13 Operations and maintenance manuals sum ***
A790.14 Establishment operations for landscape softworks sum ***
A790.15 Contamination Assessment Plan sum ***
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To Collection of Lump Sum Item LSA1.2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/9 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Other specified requirements (Cont'd)
Generally (Cont'd)
A790.16 Traffic management requirements sum ***
A790.17 Programme constraints sum ***
A790.18 Construction constraints sum ***
A790.19 Maintenance constraints sum ***
A790.20 Assessment of fish ponds and reinstatement sum ***
A790.21 Tree felling sum ***
A790.22 Main survey control points for Railway System
Contracts sum ***
A790.23 Reliability Demonstration Plan sum ***
A790.24 Facilities for the blind sum ***
General Attendance for Utilities Undertakers
A790.25 China Light and Power sum ***
A790.26 Telephone and Communication Companies sum ***
A790.27 Water Supplies Department sum ***
A790.28 Drainage Services Department sum ***
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To Collection of Lump Sum Item LSA1.2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/10 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Other specified requirements (Cont'd)
Quality management
A790.29 Quality management; preparation of quality
manual, procedures/work instructions/forms,
project quality plan; establish and provide sum ***
A790.30 Quality management; preparation of
manufacturing quality plan; establish and
provide sum ***
A790.31 Quality management; maintain, monitor, audit
and report wk ***
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To Collection of Lump Sum Item LSA1.2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/11 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's requirements
A810 Contractor's design costs sum ***
Supply, erect and remove on completion;
including maintenance and operation costs
A821 Offices sum ***
A823 Cabins sum ***
A824 Stores and workshops sum ***
A831 Electricity supply sum ***
A823 Water supply sum ***
A833 Site communication facilities sum ***
A834 Temporary drainage and sewage disposal sum ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/12 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required. ***
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/13 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.2 - Specified Requirements Activity Xxxx A1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSA1.2
Specified Requirements
Page
LSA1.2/1 ***
LSA1.2/2 ***
LSA1.2/3 ***
LSA1.2/4 ***
LSA1.2/5 ***
LSA1.2/6 ***
LSA1.2/7 ***
LSAl.2/8 ***
LSAl.2/9 ***
LSA1.2/10 ***
LSA1.2/11 ***
LSA1.2/12 ***
LSA1.2/13 ***
------------------------------------------------------------
Total of Lump Sum Item LSA1.2 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.3 - Method Related Charges Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The contractor shall enter hereunder in detail any
method related charges items in accordance with
section 7 of CESMM3
A399.1 .......................................................
.......................................................
.......................................................
.......................................................
....................................................... sum ***
A399.2 .......................................................
.......................................................
.......................................................
.......................................................
....................................................... sum ***
A399.3 .......................................................
.......................................................
.......................................................
.......................................................
....................................................... sum ***
A399.4 .......................................................
.......................................................
.......................................................
.......................................................
....................................................... sum ***
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To Collection of Lump Sum Item LSA1.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.3/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.3 - Method Related Charges Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS (Cont'd)
Method Related Charges (Cont'd)
The contractor shall enter hereunder in detail any
method related charges items in accordance with
section 7 of CESMM3 (Cont'd)
A399.5 .......................................................
.......................................................
.......................................................
.......................................................
....................................................... sum ***
A399.6 .......................................................
.......................................................
.......................................................
.......................................................
....................................................... sum ***
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To Collection of Lump Sum Item LSA1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.3/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.3 - Method Related Charges Activity Xxxx A1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item
of work or obligation or thing which is necessary for
the execution of the Works, as required by the
Contract, which has been omitted from or has not been
separately itemised in this Lump Sum Breakdown and for
which a separate charge is required. ***
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.3/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre A
Lump Sum Breakdown Preliminaries and General Requirements
Lump Sum Item LSA1.3 - Method Related Charges Activity Xxxx A1
AMOUNT
ITEM DESCRIPTION HK$
----------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSA1.3
Method Related Charges
Page
LSA1.3/1 ***
LSA1.3/2 ***
LSA1.3/3 ***
----------------------------------------------------------
Total of Lump Sum Item LSA1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSA1.3/COL/1 Contract No.LCC-202
(REVISED)
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Lump Sum Breakdown Geotechnical Works
Lump Sum Item LSB1.1 - Instrumentation and Monitoring Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION
Instrumental observations
Datalogger
B69a1 Installation nr *** *** ***
B69a4 Monitoring sum ***
B69a5 Reporting nr *** *** ***
Deep benchmark
B691.1 Installation nr *** *** ***
B694.1 Monitoring visit *** *** ***
B695.1 Reporting nr *** *** ***
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To Collection of Lump Sum Item LSB1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
[STAMP]
Rev.1: December 2002 LSB1.1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Lump Sum Breakdown Geotechnical Works
Lump Sum Item LSB1.1 - Instrumentation and Monitoring Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Instrumental observations (Cont'd)
Deformation monitoring point
B691.2 Installation; type 1; vertical nr *** *** ***
B691.3 Installation; type 2; horizontal nr *** *** ***
B691.4 Installation; type 4; vertical nr *** *** ***
B691.5 Installation; type 5; vertical nr *** *** ***
B694.2 Monitoring; to type 1 visit *** *** ***
B694.3 Monitoring; to type 2 visit *** *** ***
B694.4 Monitoring; to type 4 visit *** *** ***
B694.5 Monitoring; to type 5 visit *** *** ***
B695.2 Reporting; to type 1 nr *** *** ***
B695.3 Reporting; to type 2 nr *** *** ***
B695.4 Reporting; to type 4 nr *** *** ***
B695.5 Reporting; to type 5 nr *** *** ***
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To Collection of Lump Sum Item LSB1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSB1.1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Lump Sum Breakdown Geotechnical Works
Lump Sum Item LSB1.1 - Instrumentation and Monitoring Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Instrumental observations (Cont'd)
Surface-mounted grid crack gauge
B691.6 Installation nr *** *** ***
B694.6 Monitoring visit *** *** ***
B695.6 Reporting nr *** *** ***
Utility monitoring point
B691.7 Installation; type 2 nr *** *** ***
B694.7 Monitoring visit *** *** ***
B695.7 Reporting nr *** *** ***
Vibration monitoring point; seismograph
B691.8 Installation nr *** *** ***
B694.8 Monitoring visit *** *** ***
B695.8 Reporting nr *** *** ***
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To Collection of Lump Sum Item LSB1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSB1.1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Lump Sum Breakdown Geotechnical Works
Lump Sum Item LSB1.1 - Instrumentation and Monitoring Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION (Cont'd)
Instrumental observations (Cont'd)
Take over and maintain existing observation
well (In Nr. 2) functioning until
completion of the Works
B694.9 Monitoring visit *** *** ***
B695.9 Reporting nr *** *** ***
Take over and maintain existing piezometer (In Nr. 2)
functioning until completion of the Works
B694.10 Monitoring visit *** *** ***
B695.10 Reporting nr *** *** ***
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To Collection of Lump Sum Item LSB1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSB1.1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Lump Sum Breakdown Geotechnical Works
Lump Sum Item LSB1.1 - Instrumentation and Monitoring Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item
of work or obligation or thing which is necessary for
the execution of the Works, as required by the
Contract, which has been omitted from or has not been
separately itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSB1.1/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Lump Sum Breakdown Geotechnical Works
Lump Sum Item LSB1.1 - Instrumentation and Monitoring Activity Xxxx B1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance with
SECTION 7 of CESMM3
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSB1.1/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre B
Lump Sum Breakdown Geotechnical Works
Lump Sum Item LSB1.1 - Instrumentation and Monitoring Activity Xxxx B1
AMOUNT
ITEM DESCRIPTION HK$
----------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSB1.1
Instrumentation and Monitoring
Page
LSB1.1/1 ***
LSB1.1/2 ***
LSB1.1/3 ***
LSB1.1/4 ***
LSB1.1/5 ***
LSB1.1/6 ***
----------------------------------------------------------
Total of Lump Sum Item LSB1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSB1.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.1 - Demolition and Site Clearance Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
D100 General clearance ha *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.1/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.1 - Demolition and Site Clearance Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item
of work or obligation or thing which is necessary for
the execution of the Works, as required by the
Contract, which has been omitted from or has not been
separately itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.1/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.1 - Demolition and Site Clearance Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance with
SECTION 7 of CESMM3
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.1/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.1 - Demolition and Site Clearance Activity Xxxx D1
AMOUNT
ITEM DESCRIPTION HK$
----------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSD1.1
Demolition and Site Clearance
Page
LSD1.1/1 ***
LSD1.1/2 ***
LSD1.1/3 ***
----------------------------------------------------------
Total of Lump Sum Item LSD1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F240.1 Class: 40/20; concrete category A m3 *** *** ***
F240.2 Class: 40/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs; concrete
category A
F622.1 Thickness 150 - 300mm m3 *** *** ***
F623 Thickness 300 - 500mm m3 *** *** ***
F624 Thickness exceeding 500mm m3 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE (Cont'd)
Placing of reinforced concrete (Cont'd)
Bases, upstands, stitches and the like; concrete
category B
F622.2 Thickness 150 - 300mm m3 *** *** ***
Walls; concrete category B
F642 Thickness 150 - 300mm m3 *** *** ***
F643 Thickness 300 - 500mm m3 *** *** ***
Suspended slabs; concrete category B
F633 Thickness 300 - 500mm m3 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F1
Plane vertical
G343.1 Width 0.2 - 0.4m m2 *** *** ***
G344.1 Width 0.4 - 1.22m m2 *** *** ***
G345.1 Width exceeding 1.22m m2 *** *** ***
For circular voids
G371 Small void depth not exceeding 0.5m nr *** *** ***
Formwork finish; type F3
Plane vertical
G344.2 Width 0.4 - 1.22m m2 *** *** ***
Formwork finish; type F5
Plane sloping
G325 Width exceeding 1.22m m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Formwork finish; type F5 (Cont'd)
Plane battered
G332 Width 0.1 - 0.2m m *** *** ***
Plane vertical
G342.2 Width 0.1 - 0.2m m *** *** ***
G343.2 Width 0.2 - 0.4m m2 *** *** ***
G345.2 Width exceeding 1.22m m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/4 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Reinforcement (Cont'd)
Deformed high yield steel bars to BS 4449 and CS2:1995
G521 Nominal bore not exceeding 10mm t *** *** ***
G522 Nominal size 12mm t *** *** ***
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
G526 Nominal size 32mm t *** *** ***
G527 Nominal size 40mm t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/5 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints
Formed surface with 25mm thick joint filler
G641.1 Average width not exceeding 0.5m m2 *** *** ***
Formed surface with 50mm thick joint filler
G641.2 Average width not exceeding 0.5m m2 *** *** ***
Sealed rebates or grooves
G670.1 Two part polysulphide based joint sealing compound to
BS 4254; 25 x 20mm m2 *** *** ***
G670.2 Two part polysulphide based joint sealing compound to
BS 4254; 50 x 20mm m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/6 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints (Cont'd)
Dowels; 25mm diameter grade 316 S16 stainless steel
bars to BS 970
G682 Sleeved or capped; 800mm long cast into one side of
joint and capped with PVC tight dowel sleeve 400mm long nr *** *** ***
Concrete accessories
Finishing of top surfaces
G813.1 Class U1 finish m2 *** *** ***
G813.2 Class U3 finish m2 *** *** ***
G813.3 Class U5 finish m2 *** *** ***
G819 Forming dish channels in concrete 150mm wide x 100mm
average deep m *** *** ***
Inserts; uPVC pipe to BS 4576 Part I; solvent welded
spigot and socket joints to BS 4346 Part I
G831 Linear inserts; totally within the concrete volume;
nominal bore 75mm m *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/7 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Structural movement joints
N190 Proprietary stainless steel structural movement joints
system, nominal size 350mm x 50mm thick, including
cover plate, supporting angles, rubber waterproof
membrane, fire barrier, infilling, sealants and all
necessary accessories and fixing m ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/8 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item
of work or obligation or thing which is necessary for
the execution of the Works, as required by the Contract,
which has been omitted from or has not been separately
itemized in this Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/9 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with SECTION
7 of CESMM3
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/10 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.2 - Ramp Structures Activity Xxxx D1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSD1.2
Ramp Structures
Page
LSD1.2/1 ***
LSD1.2/2 ***
LSD1.2/3 ***
LSD1.2/4 ***
LSD1.2/5 ***
LSD1.2/6 ***
LSD1.2/7 ***
LSD1.2/8 ***
LSD1.2/9 ***
LSD1.2/10 ***
-----------------------------------------------------------------
Total of Lump Sum Item LSD1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.3 - Noise Barrier Walls Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
IN-SITU CONCRETE
Provision of concrete
F240 Class: 40/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F643 Thickness 300 - 500mm m3 *** *** ***
Other concrete forms; concrete category B
F680.1 Chamfer; 300 x 300mm m3 *** *** ***
F680.2 Parapet stitch; 685 x 325mm wide m3 *** *** ***
F680.3 Mast support; 700 x 475 x 3540mm high m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: F5
Plane horizontal
G312 Width 0.1 - 0.2m m *** *** ***
G313 Width 0.2 - 0.4m m2 *** *** ***
Plane sloping
G324 Width 0.4 - 1.22m m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.3 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.3/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.3 - Noise Barrier Walls Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Formwork finish: F5 (Cont'd)
Plane vertical
G342 Width 0.1 - 0.2m m *** *** ***
G343 Width 0.2 - 0.4m m2 *** *** ***
G344 Width 0.4 - 1.22m m2 *** *** ***
G345.1 Width exceeding 1.22m m2 *** *** ***
For voids
G371 Small void depth not exceeding 0.5m nr *** *** ***
Formwork finish: F6 ribbed
Plane vertical
G345.2 Width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449 and CS2:1995
G521 Nominal not exceeding size 10mm t *** *** ***
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.3 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.3/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.3 - Noise Barrier Walls Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints
Formed surface with 25mm thick joint filler
G641.1 Average width not exceeding 0.5m m2 *** *** ***
Formed surface with 35mm thick joint filler
G641.2 Average width not exceeding 0.5m m2 *** *** ***
Sealed rebates or grooves
G670.1 Two part polysulphide based joint sealing compound to
BS 4254; 25 x 20mm m *** *** ***
G670.2 Two part polysulphide based joint sealing compound to
BS 4254; 50 x 20mm m *** *** ***
Concrete accessories
Finishing of top surfaces
??13 Class U5 finishes m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.3 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.3/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.3 - Noise Barrier Walls Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
PRECAST CONCRETE
Precast concrete parapet units; concrete class 45/20;
concrete category B; typical size of unit in nominal
standard 2275 - 2575mm width and 3280mm depth: formwork
class F5 and F6: ribbed finish for outer surfaces and
class F5 for top and inner surfaces: including cast-in
inserts and starter bars connections: fixing to viaduct
deck edge
Curved unit panel
H600 Parapet Type P1 nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.3 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.3/4 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.3 - Noise Barrier Walls Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item
of work or obligation or thing which is necessary for
the execution of the Works, as required by the Contract,
which has been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.3 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.3/5 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.3 - Noise Barrier Walls Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with SECTION
7 OF CESMM3
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.3 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.3/6 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.3 - Noise Barrier Walls Activity Xxxx D1
AMOUNT
ITEM DESCRIPTION HK$
----------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSD1.3
Noise Barrier Walls
Page
LSD1.3/1 ***
LSD1.3/2 ***
LSD1.3/3 ***
LSD1.3/4 ***
LSD1.3/5 ***
LSD1.3/6 ***
----------------------------------------------------------------
Total of Lump Sum Item LSD1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.4 - OHL Masts Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F240 Class: 40/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Other concrete forms; concrete category B
??80 Plinth; size 500 x 500 x 480mm overall m3 *** *** ***
CONCRETE ANCILLARIES
Formwide finish: type F5
Plane vertical
??44 Width 0.4 - 1.22m2 m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449 and CS2:1995
G523 Nominal size 16mm t *** *** ***
Concrete accessories
Inserts
G832 Back tie anchor; type A1; 500 x 150 x 30mm thick
galvanised mild steel plate with 65mm diameter hole;
to BS 4360 grade 50B nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.4 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.4/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.4 - OHL Masts Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL STEELWORK
Fabrication of other members: structural steel grade
43A and 50B to BS 4360
Columns
M411 Straight on plan t *** *** ***
Anchorages and holding down bolt assemblies
M480.1 Comprising 4 nr M39 cast in holding down bolts of nuts
and washers with 560 x 430 x 65mm thick plate nr *** *** ***
M480.2 Comprising 4 nr M39 cast in holding down bolts of nuts
washers with 650 x 520 x 70mm thick plate nr *** *** ***
Erection of other members: structural steel grade 43A
and 50B to BS 4360
M720 Permanent erection t *** *** ***
Off-Site surface treatment
M860 Galvanising; hot dip to BS 729 m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.4 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.4/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.4 - OHL Masts Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item
of work or obligation or thing which is necessary for
the execution of the Works, as required by the Contract,
which has been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.4 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.4/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.4 - OHL Masts Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with SECTION 7
of CESMM3
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.4 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.4/4 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.4 - OHL Masts Activity Xxxx D1
AMOUNT
ITEM DESCRIPTION HK$
----------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSD1.4
OHL Masts
Page
LSD1.4/1 ***
LSD1.4/2 ***
LSD1.4/3 ***
LSD1.4/4 ***
----------------------------------------------------------------
Total of Lump Sum Item LSD1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.4/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Walkway: 6mm thick surface chequer plate and angle
support system constructed in aluminium alloy
designation 5083 in accordance with BS 8118: Part 1
& 2: sealed
hard-anodized finish: including sliding cover plates
extension pieces, angle framing, stainless steel bolts,
nuts and locknuts to BS 6105 steel grade A4: forming
and sealing openings for cables with polysulphide
N120.1 Fixed to curved parapet with M10 stainless steel bolts
at maximum 625mm centres t *** *** ***
N120.2 Fixed to vertical parapet with M10 stainless steel
bolts at maximum 625mm centres t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Central plenum: 6mm thick surface chequer plate and 120
x 120 x 9.26kg/m I-section support system constructed
in aluminium alloy designation 5083 in accordance with
BS 8118: Part 1 & 2: sealed hard-anodized finish to
exposed
aluminium components: sliding cover plates, extension
pieces and angle framing stainless steel bolts, nuts
and locknuts to BS 6105 steel grade A4:
N120.3 Fixed on in-situ concrete stitch with 76.2 x 50.8mm
aluminium angles, 10mm thick mortar bedding and M12
bolts at maximum 625mm centres t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Supports channels: 41mm wide x 41mm deep x 2.5mm thick
hot-dip galvanised steel to BS 729: fixed to the ribs
of parapet with zinc-electroplated M12 bolts, in non-
metallic cast-in sockets.
N169.1 Type A nr *** *** ***
N169.2 Type B nr *** *** ***
Cable support bracket: welded and bended 50 x 10mm
thick mild steel flat strip: hot dip galvanised to BS
729 after fabrication: fixed to channel supports in the
ribs of parapets with zinc-electro plated M10 bolts in
non-metallic cast-in sockets.
N169.3 Type C nr *** *** ***
N169.4 Type D nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Sun shield: 3mm thick aluminium alloy sheet designation
5083 in accordance with BS 8118: Part 1: sealed hard-
anodized finish:
fixed on the ribs of parapets with zinc-electro plated
M10 bolts in non-metallic cast-in sockets.
N169.5 860mm girth; bent two times to profile m *** *** ***
Rubber nosing: compressible to 20mm
N190.1 Overall size 90 x 50mm thick; fixed to walkway with M4
bolts m *** *** ***
N190.2 Overall size 90 x 50mm thick; fixed to central plenum
with M4 bolts m *** *** ***
PAINTING
Bituminous paint: to BS 3416: in two coats
Metal, other than metal sections and pipework
V815 Isolated surfaces of width or girth not exceeding 500mm m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/4 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
SIGNS AND ADVERTISING PANELS
Design, supply and install signage; as
Particular Specification Clause P4.16(b),
Appendix L to Particular Specification and
Systemwide (ERE) Graphic Guidelines for
interfacing contracts
AI900 Generally sum ***
ARCHITECTURAL COATING AND SPECIAL
FINISHING
Sound and acoustic absorption layer;
non-combustible and contain no asbestos,
mineral fibres, polystyrene and cellulose;
including preparation of surfaces, cutting,
forming joints, studs, battens, sealant and
the like and all fixings
Metal (sun-shield)
AT913.1 Surface inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
Metal (central plenum)
AT913.2 Surface inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
AT914.1 Soffit surface or lower surface inclined at an
angle not exceeding 30 degrees to the horizontal m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/5 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
ARCHITECTURAL COATING AND SPECIAL FINISHING
(Cont'd)
Sound and acoustic absorption layer;
non-combustible and contain no asbestos, mineral
fibres, polystyrene and cellulose; including
preparation of surfaces, cutting, forming joints.
studs, battens, sealant and the like all fixings
(Cont'd)
Metal (walkway)
AT914.2 Soffit surface or lower surface inclined at an
angle not exceeding 30 degrees to the horizontal m2 *** *** ***
Concrete (parapets)
AT933.1 Surface inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
AT933.2 Surface inclined at an angle exceeding 60 degrees
to the horizontal; curved m2 *** *** ***
AT934 Soffit surface or lower surface inclined at an
angle not exceeding 30 degrees to the horizontal m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/6 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
ARCHITECTURAL COATING AND
SPECIAL FINISHING (Cont'd)
Approved protective system; to promote durability
of the concrete, prevent fungal growth, mould
growth and the like
Concrete (parapets)
AT931 Upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
AT933.3 Surface inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
AT933.4 Surface inclined at an angle exceeding 60 degrees
to the horizontal; curved m2 *** *** ***
AT934.2 Soffit surface or lower surface inclined at an
angle not exceeding 30 degrees to the horizontal m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/7 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/8 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/9 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.5 - Finishings and Metalworks Activity Xxxx D1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSD1.5
Finishings and Metalworks
Page
LSD1.5/1 ***
LSD1.5/2 ***
LSD1.5/3 ***
LSD1.5/4 ***
LSD1.5/5 ***
LSD1.5/6 ***
LSD1.5/7 ***
LSD1.5/8 ***
LSD1.5/9 ***
--------------------------------------------------------------------------
Total of Lump Sum Item LSD1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.5/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Finishings and Metalworks Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F290 Class: 10/20; concrete category C m3 *** *** ***
F240 Class: 40/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Placing of reinforced concrete
Channel bases and slabs; concrete category B
F622 Thickness 150 - 300mm m3 *** *** ***
Channel walls; concrete category B
F642 Thickness 150 - 300mm m3 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/1 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork; type F3
Plane vertical
G343 Width 0.2 - 0.4m m2 *** *** ***
G345 Width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS4449 and
CS2:1995
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/2 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints
Open surface plain
G611 Average width not exceeding 0.5m m2 *** *** ***
Formed surface with filler; 25mm thick
G641 Average width not exceeding 0.5m m2 *** *** ***
Plastics or rubber waterstops; 240mm wide; centre
bulb type
G654.1 Average width 200 - 300mm m *** *** ***
Plastics or rubber waterstops; 240mm wide;
rearguard type
G654.2 Average width 200 - 300mm m *** *** ***
Sealed rebates or grooves
G670 25 x 25mm deep polysulphide joint sealant m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/3 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints (Cont'd)
Dowels
G682 Sleeved or capped; 25mm diameter x 800mm long mild nr
steel bars; including preformed PVC tight fitting
dowel sleeve and bond - preventing compound *** *** ***
Concrete accessories
Finishing of top surface
G813.1 Type U1 m2 *** *** ***
G813.2 Type U3 m2 *** *** ***
Inserts
??32 Other inserts; 100mm diameter x 375mm deep uPVC
weep pipe; fully embedded into concrete;
including 600 x 600mm geotextile filter and 10mm
size single size aggregate nr *** *** ***
PIPEWORK - PIPES
Concrete pipes to BS 5911 : Part 100; Class L;
flexible spigot and socket joints
Nominal bore 750mm
I241 In trenches; depth not exceeding 1.5m m *** *** ***
I242 In trenches; depth 1.5 - 2m m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/4 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Catchpits
In situ concrete; Grade 30/20; size 1150 x 1150mm;
with A393 fabric reinforcement; including
750 x 750 x 50mm thick steel cover
K231 Depth not exceeding 1.5m nr *** *** ***
Oil interceptors
In situ concrete; Grade 40/20; overall size
9250 x 1850mm (in 4 compartments) with heavy duty
Grade 150 cast iron cover to BS 1452
K232 Depth 1.5 - 2m nr *** *** ***
PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES
TO LAYING AND EXCAVATION
Surrounds
Granular material; Class B bedding; with 100mm
thick bed, 100mm thick linings and 300mm thick
lightly compacted top covers
L324 Nominal bore 600 - 900mm m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/5 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
PAINTING
Bituminous or coat tar paint
Concrete
V835 Isolated surfaces of width or girth not
exceeding 500m m2 *** *** ***
System E painting
Metal other than metal section and pipework
V919 Fence; 2 - 2.5m high overall m *** *** ***
MISCELLANEOUS WORK
Fence
Coated metal post and bar; hot dip galvanised
to BS 729
X195 Height 2 - 2.5m m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/6 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
MISCELLANEOUS WORKS (Cont'd)
Drainage to structures above ground and within
structures below ground
Cast iron grade 150; to BS 1452
X324 Gully grating; 200 x 200 x 25mm thick; fixed with
4 nr 6mm diameter set-screws nr *** *** ***
Unplasticized polyvinyl chloride to BS 4660;
solvent welded joints
X393 Downpipes; nominal bore 150mm m *** *** ***
X394.1 Fittings to downpipes; bends with rodding eyes;
nominal bore 150mm nr *** *** ***
X394.2 Fittings to downpipes; junctions with rodding
eyes; nominal bore 150mm nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/7 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/8 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Drainage Activity Xxxx D1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/9 Contract No.LCC-202
Contract No. LCC-202, West Alignment and Associated Works Cost Centre D
Lump Sum Breakdown Ramp Ch35+202 to Ch35+372 - General
Lump Sum Item LSD1.6 - Finishings and Metalworks Activity Xxxx D1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSD1.6
Drainage
Page
LSD1.6/1 ***
LSD1.6/2 ***
LSD1.6/3 ***
LSD1.6/4 ***
LSD1.6/5 ***
LSD1.6/6 ***
LSD1.6/7 ***
LSD1.6/8 ***
LSD1.6/9 ***
---------------------------------------------------------------------------
Total of Lump Sum Item LSD1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSD1.6/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.1 - Demolition and Site Clearance Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
D100 General clearance ha *** *** ***
Buildings
Brickwork
D411 Volume: not exceeding 50m3 sum ***
D412 Volume: 50 - 100m3 sum ***
D413 Volume: 100 - 250m3 sum ***
D414 Volume: 250 - 500m3 sum ***
Concrete
D421 Volume: not exceeding 50m3 sum ***
D422 Volume: 50 - 100m3 sum ***
D423 Volume: 100 - 250m3 sum ***
D424 Volume: 250 - 500m3 sum ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.1 - Demolition and Site Clearance Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE (Cont'd)
Buildings (Cont'd)
Metal
D441 Volume: not exceeding 50m3 sum ***
D442 Volume: 50 - 100m3 sum ***
D443 Volume: 100 - 250m3 sum ***
D444 Volume: 250 - 500m3 sum ***
Timber
D451 Volume: not exceeding 50m3 sum ***
D452 Volume: 50 - 100m3 sum ***
D453 Volume: 100 - 250m3 sum ***
D454 Volume: 250 - 500m3 sum ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.1 - Demolition and Site Clearance Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
(Cont'd)
Buildings (Cont'd)
No predominant material
D461 Volume: not exceeding 50m3 sum ***
D462 Volume: 50 - 100m3 sum ***
D463 Volume: 100 - 250m3 sum ***
D464 Volume: 250 - 500m3 sum ***
Other structures
Container; car bodies and the like
D591 Volume: not exceeding 50m3 sum ***
D592 Volume: 50 - 100m3 sum ***
D593 Volume: 100 - 250m3 sum ***
D594 Volume: 250 - 500m3 sum ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.1 - Demolition and Site Clearance Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.1 - Demolition and Site Clearance Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.1/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.1 - Demolition and Site Clearance Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.1
Demolition and Site Clearance
Page
LSF1.1/1 ***
LSF1.1/2 ***
LSF1.1/3 ***
LSF1.1/4 ***
LSF1.1/5 ***
---------------------------------------------------------------------------
Total of Lump Sum Item LSF1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.2 - Pile Caps and Foundations Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
EARTHWORKS
Filling
400mm thick
E647 Imported rock; grade 200 rock fill m2 *** *** ***
Filling ancillaries
E730 Geotextiles; type 2; in single layer m2 *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F240 Class: 40/20; concrete category A m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
F514 Thickness exceeding 500mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and around
slabs; concrete category A
F624 Thickness exceeding 500mm m3 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.2 - Pile Caps and Foundations Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F1
Plane vertical
G345 Width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449 and CS2:1995
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
G526 Nominal size 32mm t *** *** ***
G527 Nominal size 40mm t *** *** ***
Concrete accessories
Finishing of top surfaces
G813 Type U1 m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.2 - Pile Caps and Foundations Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with SECTION 7 of CESMM3
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.2 - Pile Caps and Foundations Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.2
Pile Caps and Foundations
Page
LSF1.2/1 ***
LSF1.2/2 ***
LSF1.2/3 ***
LSF1.2/4 ***
---------------------------------------------------------------------------
Total of Lump Sum Item LSF1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F240.1 Class: 40/20; concrete category A m3 *** *** ***
F240.2 Class: 40/20; concrete category B m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns and piers; concrete category B
F655 Xxxxx-xxxxxxxxx xxxx xxxxxxxxx 0x0 x0 *** *** ***
Portal cross beams; concrete category A
F665 Xxxxx xxxxxxxxx xxxx xxxxxxxxx 0x0 x0 *** *** ***
Other concrete forms; concrete category B
F680.1 Cut water structure; overall size 8100 x 2150mm m3 *** *** ***
Other concrete forms; concrete category A
F680.2 Abutment; overall size 10050 x 2220 x 7300mm m3 *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F5
Plane horizontal
G315 Width exceeding 1.22m m2 *** *** ***
Plane sloping
G325 Width exceeding 1.22m m2 *** *** ***
Plane vertical
G343 Width 0.2 - 0.4m m2 *** *** ***
G344 Width 0.4 - 1.22m m2 *** *** ***
G345 Width exceeding 1.22m m2 *** *** ***
Curved to one radius in one plane
G355 Width exceeding 1.22m m2 *** *** ***
For concrete components of constant
cross-section
G382.1 Columns; overall 2250 x 1850mm; with 450mm radius round
corners m *** *** ***
G382.2 Columns; overall 2250 x 2250mm; with 450mm radius round
corners m *** *** ***
G382.3 Columns; overall 3000 x 1750mm; with 450mm radius round
corners m *** *** ***
G382.4 Columns; overall 3000 x 2150mm; with 450mm radius round
corners m *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Reinforcement
Deformed high yield steel bars to BS 4449 and CS2:1995
G522 Nominal size 12mm t *** *** ***
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
G526 Nominal size 32mm t *** *** ***
G527 Nominal size 40mm t *** *** ***
G528 Nominal size 50mm t *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints
Formed surface with filler; 50mm
thick compressible joint filler
G643 Average width exceeding 1m m2 *** *** ***
Sealed rebates or grooves
G670 Polysulphide joint sealant 75 x 75mm m *** *** ***
Dowels; stainless steel
G682 Sleeved or capped; 20mm diameter; 600mm long; including
cap filled with compressible filler nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories
Finishing of top surfaces
G813.1 Class U3 finishes m2 *** *** ***
G813.2 Class U5 finishes m2 *** *** ***
G819.1 Forming recessed channels in concrete; 350mm wide x
200mm average deep m *** *** ***
G819.2 Forming recessed channels in concrete; 400mm wide x
50mm average deep m *** *** ***
Inserts; uPVC pipes to BS 4660 Class C; solvent welded
spigot and socket joints to BS 4346 Part 1
G831.1 Linear inserts; totally within the concrete volume;
nominal bore 150mm m *** *** ***
G831.2 Linear inserts; totally within the concrete volume;
nominal bore 200mm m *** *** ***
G831.3 Linear inserts; totally within the concrete volume;
nominal bore 225mm m *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts; uPVC pipes to BS 4660 Class C; solvent welded
spigot and socket joints to BS 4346 Part 1 (Cont'd)
G832.1 Bends; to nominal bore of 150mm; uPVC pipe fittings;
totally within the concrete volume nr *** *** ***
G832.2 Bends; to nominal bore of 225mm; uPVC pipe fittings;
totally within the concrete volume nr *** *** ***
G832.3 Junctions; to nominal bore of 150mm; uPVC pipe fittings;
totally within the concrete volume nr *** *** ***
G832.4 Junctions; to nominal bore of 225mm; uPVC pipe fittings;
totally within the concrete volume nr *** *** ***
G832.5 Drain hoppers; to nominal bore of 150mm; constructed of
minimum 10mm thick uPVC sheet; project from one surface
of concrete nr *** *** ***
G832.6 Drain hoppers; to nominal bore of 225mm; constructed of
minimum 10mm thick uPVC sheet; project from one surface
of concrete nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories (Cont'd)
Inserts; uPVC pipes to BS 4660 Class C; solvent welded
spigot and socket joints to BS 4346 Part 1 (Cont'd)
G832.7 Rodding eyes; Type A; to nominal bore of 150mm;
composed of nominal 75mm diameter uPVC access pipes and
75mm diameter stainless steel end pipe fittings
with 5mm thick stainless steel end and cover plates;
overall cover size 160 x 160mm; project from one
surface of concrete nr *** *** ***
G832.8 Rodding eyes; Type A; to nominal bore of 225mm;
composed of nominal 75mm diameter uPVC access pipes and
75mm diameter stainless steel end pipe fittings with
5mm thick stainless steel end and cover plates; overall
cover size 160 x 160mm; project from one surface of
concrete nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories (Cont'd)
Inserts; uPVC pipes to BS 4660 Class C; solvent welded
spigot and socket joints to BS 4346 Part 1 (Cont'd)
G832.9 Rodding eyes; Type B; to nominal bore of 150mm;
composed of nominal 75mm diameter uPVC access pipes and
75mm diameter stainless steel end pipe fittings with
5mm thick stainless steel end and cover plates; overall
cover size 150 x 170mm; project from one surface of
concrete nr *** *** ***
G832.10 Rodding eyes; Type B; to nominal bore of 225mm;
composed of nominal 75mm diameter uPVC access pipes and
75mm diameter stainless steel end pipe fittings with
5mm thick stainless steel end and cover plates; overall
cover size 150 x 170mm; project from one surface of
concrete nr *** *** ***
G832.11 Rodding eyes; Type C; to nominal bore of 150mm; composed
of nominal 75mm diameter uPVC access pipes and 75mm
diameter stainless steel end pipe fittings with 5mm
thick stainless steel end and cover plates; overall
cover size 150 x 220mm; project from one surface of
concrete nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories (Cont'd)
Inserts; uPVC pipes to BS 4660 Class C; solvent welded
spigot and socket joints to BS 4346 Part 1 (Cont'd)
G832.12 Rodding eyes; Type C; to nominal bore of 225mm;
composed of nominal 75mm diameter uPVC access pipes and
75mm diameter stainless steel end pipe fittings with
5mm thick stainless steel end and cover plates; overall
cover size 150 x 220mm; project from one surface of
concrete nr *** *** ***
G832.13 Rodding eyes; Type D; to nominal bore of 225mm;
composed of nominal 75mm diameter uPVC access pipes and
75mm diameter stainless steel end pipe fittings with
5mm thick stainless steel end and cover plates; overall
cover size 150 x 170mm; project from one surface of
concrete nr *** *** ***
G832.14 Gratings; to nominal bore of 225mm; 2mm thick
stainless steel grating; overall cover size 325
x 325mm; project from one surface of concrete nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Sundries
Bridge bearings and plinths; including approved size
reinforced concrete bearing plinth in Class 50/20D
category B concrete; mechanical pot; including top and
bottom subsidiary plates, dowels, sockets, fixing
bolts and forming recess; fixed with approved
non-shrinkable grout layers; minimum compressible
strength 60N/mm2
N269.1 Free-floating bearing nr *** *** ***
N269.2 Fixed 'pin' bearing nr *** *** ***
N269.3 Sliding-guided bearing nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item
of work or obligation or thing which is necessary for
the execution of the Works, as required by the Contract,
which has been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with SECTION
7 of CESMM3
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.3 - Piers and Portals Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.3
Piers and Portals
Page
LSF1.3/1 ***
LSF1.3/2 ***
LSF1.3/3 ***
LSF1.3/4 ***
LSF1.3/5 ***
LSF1.3/6 ***
LSF1.3/7 ***
LSF1.3/8 ***
LSF1.3/9 ***
LSF1.3/10 ***
LSF1.3/11 ***
LSF1.3/12 ***
----------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSF1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
F260.1 Class: 50/20; concrete category A m3 *** *** ***
F260.2 Class: 50/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Bases, upstands, stitches and the
like; concrete category B
F622 Thickness 150 - 300mm m3 *** *** ***
F624 Thickness exceeding 500mm m3 *** *** ***
Median, cantilever and deck in-situ
slabs; concrete category A
F632 Thickness 150 - 300mm m3 *** *** ***
F633 Thickness 300 - 500mm m3 *** *** ***
Downstand beams and in-situ
diaphragm; concrete category B
F665 Xxxxx-xxxxxxxxx xxxx xxxxxxxxx 0x0 x0 *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F3
Plane horizontal
G314.1 Width 0.4 - 1.22m m2 *** *** ***
Plane vertical
G343 Width 0.2 - 0.4m m2 *** *** ***
Formwork finish: type F5
Plane horizontal
G312 Width 0.1 - 0.2m m *** *** ***
G314.2 Width 0.4 - 1.22m m2 *** *** ***
G315 Width exceeding 1.22m m2 *** *** ***
Plane battered
G334 Width 0.4 - 1.22m m2 *** *** ***
Plane vertical
G344 Width 0.4 - 1.22m m2 *** *** ***
G345.1 Width exceeding 1.22m m2 *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Formwork finish: type F5; permanently left in
Plane vertical
G343 Width 0.2 - 0.4m m2 *** *** ***
G345.2 Width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449 and
CS2:1995
G522 Nominal size 12mm t *** *** ***
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
G526 Nominal size 32mm t *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Reinforcement (Cont'd)
Special joints; couplers to high yield steel bars;
including forming tapered threads for adjoining bars
G550.1 Type C1; for 16mm diameter bar nr *** *** ***
G550.2 Type C1; for 20mm diameter bar nr *** *** ***
G550.3 Type C1; for 25mm diameter bar nr *** *** ***
G550.4 Type C1; for 32mm diameter bar nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Post-tensioned prestressing: to viaduct girder
Horizontal internal tendons in precast concrete
comprising 12.9mm diameter stress-relieved seven wire
super strand to BS 5896 in minimum 0.4mm thick
corrugated galvanised steel sheath; including VSL type
EC or similar approved
anchors, concrete capping grade 50/10, anchorage,
temporary stressing, epoxy grouting, grouting trial,
drain pipes, earthing and geometry control system;
measured on plan
G736.1 Tendons of 12 strands; length 20 - 25m nr *** *** ***
G736.2 Tendons of 13 strands; length 20 - 25m nr *** *** ***
G736.3 Tendons of 15 strands; length 20 - 25m nr *** *** ***
G737.1 Tendons of 15 strands; length 25 - 30m nr *** *** ***
G737.2 Tendons of 17 strands; length 25 - 30m nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Post-tensioned prestressing: to viaduct girder (Cont'd)
Horizontal internal tendons in precast concrete
comprising 12.9mm diameter stress-relieved seven wire
super strand to BS 5896 in minimum 0.4mm thick
corrugated galvanised steel sheath; including VSL type
EC or similar approved
anchors, concrete capping grade 50/10, anchorage,
temporary stressing, epoxy grouting, grouting trial,
drain pipes, earthing and geometry control system;
measured on plan (Cont'd)
G737.3 Tendons of 18 strands; length 25 - 30m nr *** *** ***
G738.1 Tendons of 18 strands; length 30 - 35m nr *** *** ***
G736.4 Tendons of 19 strands; length 20 - 25m nr *** *** ***
G738.2 Tendons of 19 strands; length 30 - 35m nr *** *** ***
G738.3 Tendons of 19 strands; length 35 - 40m nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Post-tensioned prestressing: to viaduct girder (Cont'd)
Horizontal internal tendons in precast concrete
comprising 12.9mm diameter stress-relieved seven wire
super strand to BS 5896 in minimum 0.4mm thick
corrugated galvanised steel sheath; including VSL type
EC or similar approved
anchors, concrete capping grade 50/10, anchorage,
temporary stressing, epoxy grouting, grouting trial,
drain pipes, earthing and geometry control system;
measured on plan (Cont'd)
G737.4 Tendons of 20 strands; length 25 - 30m nr *** *** ***
G738.4 Tendons of 20 strands; length 30 - 35m nr *** *** ***
G735 Tendons of 21 strands; length 15 - 20m nr *** *** ***
G738.5 Tendons of 21 strands; length 30 - 35m nr *** *** ***
G738.6 Tendons of 21 strands; length 35 - 40m nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Post-tensioned prestressing: to viaduct girder
(Cont'd)
Horizontal internal tendons in precast concrete
comprising 12.9mm diameter stress-relieved seven wire
super strand to BS 5896 in minimum 0.4mm thick
corrugated galvanised steel sheath; including VSL type
EC or similar approved
anchors, concrete capping grade 50/10, anchorage,
temporary stressing, epoxy grouting, grouting trial,
drain pipes, earthing and geometry control system;
measured on plan (Cont'd)
G737.5 Tendons of 22 strands; length 25 - 30m nr *** *** ***
G738.7 Tendons of 22 strands; length 30 - 35m nr *** *** ***
G738.8 Tendons of 22 strands; length 35 - 40m nr *** *** ***
G738.9 Tendons of 23 strands; length 30 - 35m nr *** *** ***
G738.10 Tendons of 24 strands; length 30 - 35m nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd )
Post-tensioned prestressing: to viaduct girder (Cont'd)
Horizontal internal tendons in precast concrete
comprising 12.9mm diameter stress-relieved seven wire
super strand to BS 5896 in minimum 0.4mm thick
corrugated galvanised steel sheath; including VSL type
EC or similar approved
anchors, concrete capping grade 50/10, anchorage,
temporary stressing, epoxy grouting, grouting trial,
drain pipes, earthing and geometry control system;
measured on plan (Cont'd)
G738.11 Tendons of 24 strands; length 35 - 40m nr *** *** ***
G738.12 Tendons of 25 strands; length 30 - 35m nr *** *** ***
G738.13 Tendons of 26 strands; length 40 - 45m nr *** *** ***
G738.14 Tendons of 27 strands; length 40 - 45m nr *** *** ***
G738.15 Tendons of 31 strands; length 40 - 45m nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd )
Post-tensioned prestressing: to viaduct girder (Cont'd)
External xxxx operations
G750.1 For tendons of 12 strands nr *** *** ***
G750.2 For tendons of 13 strands nr *** *** ***
G750.3 For tendons of 15 strands nr *** *** ***
G750.4 For tendons of 17 strands nr *** *** ***
G750.5 For tendons of 18 strands nr *** *** ***
G750.6 For tendons of 19 strands nr *** *** ***
G750.7 For tendons of 20 strands nr *** *** ***
G750.8 For tendons of 21 strands nr *** *** ***
G750.9 For tendons of 22 strands nr *** *** ***
G750.10 For tendons of 23 strands nr *** *** ***
G750.11 For tendons of 24 strands nr *** *** ***
G750.12 For tendons of 25 strands nr *** *** ***
G750.13 For tendons of 26 strands nr *** *** ***
G750.14 For tendons of 27 strands nr *** *** ***
G750.15 For tendons of 31 strands nr *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories
Finishing of top surfaces
G813.1 Type T1 m2 *** *** ***
G813.2 Type T2 m2 *** *** ***
G813.3 Class U3 finishes m2 *** *** ***
G813.4 Class U5 finishes m2 *** *** ***
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE
Precast concrete viaduct segment
units: concrete class 50/20;
concrete category B; typical size of
unit in nominal standard top edge
width 2700/2700mm, depth 2750mm and
length 2.30 - 2.55m; formwork class
F5 for external surfaces. T1 and T2
treatments to deck top surfaces,
formed drainage surface channels and
formwork classes F2 and F3 for
internal web and top slab soffit
surfaces; including blister
bulkheads and corbels; ends of unit
with bulkhead cast face and match
cast face; completed with forming
openings, cast in fittings, epoxy
resin joint starter bars and coupler
connections
Web 350mm thick
H600.1 Segment Type S1[-/-] nr *** *** ***
H600.2 Segment Type S1[-/A] nr *** *** ***
H600.3 Segment Type S1[-/B] nr *** *** ***
H600.4 Segment Type S1[-/T] nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Precast concrete viaduct segment
units: concrete class 50/20;
concrete category B; typical size
of unit in nominal standard top
edge width 2700/2700mm, depth
2750mm and length 2.30 - 2.55m;
formwork class F5 for external
surfaces. Tl and T2 treatments to
deck top surfaces, formed drainage
surface channels and formwork
classes F2 and F3 for internal web
and top slab soffit surfaces:
including blister bulkheads and
corbels; ends of unit with
bulkhead cast face and match cast
face; completed with forming
openings, cast in fittings, epoxy
resin joint starter bars and
coupler connections (cont'd)
Web 350mm thick (Cont'd)
H600.5 Segment Type S1[A/A] nr *** *** ***
H600.6 Segment Type S1[V/A] nr *** *** ***
H600.7 Segment Type S1[X/T] nr *** *** ***
H600.8 Segment Type S1[-/-] nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Precast concrete viaduct segment
units: concrete class 50/20;
concrete category B; typical size
of unit in nominal standard top
edge width 2700/2700mm, depth
2750mm and length 2.30 - 2.55m;
formwork class F5 for external
surfaces. Tl and T2 treatments to
deck top surfaces, formed drainage
surface channels and formwork
classes F2 and F3 for internal web
and top slab soffit surfaces;
including blister bulkheads and
corbels; ends of unit with
bulkhead cast face and match cast
face; completed with forming
openings, cast in fittings, epoxy
resin joint starter bars and
coupler connections (cont'd)
Web 350mm thick (Cont'd)
H600.9 Segment Type S1[-/A] nr *** *** ***
H600.10 Segment Type S1[-/T] nr *** *** ***
H600.11 Segment Type S1[X/A] nr *** *** ***
H600.12 Segment Type S1[X/T] nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Precast concrete viaduct segment
units: concrete class 50/20;
concrete category B; typical size
of unit in nominal standard top
edge width 2700/2700mm, depth
2750mm and length 2.30 - 2.55m;
formwork class F5 for external
surfaces. Tl and T2 treatments to
deck top surfaces, formed drainage
surface channels and formwork
classes F2 and F3 for internal web
and top slab soffit surfaces;
including blister bulkheads and
corbels; ends of unit with
bulkhead cast face and match cast
face; completed with forming
openings, cast in fittings, epoxy
resin joint starter bars and
coupler connections (Cont'd)
Web 425mm thick
H600.13 Segment Type SP1[-/-] nr *** *** ***
H600.14 Segment Type SP1[-/A] nr *** *** ***
H600.15 Segment Type SP1[A/A] nr *** *** ***
H600.16 Segment Type SP1[V/A] nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/15 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx Fl
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Precast concrete viaduct segment
units: concrete class 50/20;
concrete category B; typical size
of unit in nominal standard top
edge width 2700/2700mm, depth
2750mm and length 2.30 - 2.55m;
formwork class F5 for external
surfaces. Tl and T2 treatments to
deck top surfaces, formed drainage
surface channels and formwork
classes F2 and F3 for internal web
and top slab soffit surfaces;
including blister bulkheads and
corbels; ends of unit with
bulkhead cast face and match cast
face; completed with forming
openings, cast in fittings, epoxy
resin joint starter bars and
coupler connections (Cont'd)
Web 600mm thick
H600.17 Segment Type SP2[-/-] nr *** *** ***
H600.18 Segment Type SP2[-/A] nr *** *** ***
H600.19 Segment Type SP2[-/B] nr *** *** ***
H600.20 Segment Type SP2[X/-] nr *** *** ***
H600.21 Segment Type SP2[X/A] nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/16 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx Fl
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Precast concrete viaduct segment
units: concrete class 55/20;
concrete category B; typical size
of unit in nominal standard top
edge width 2700/2700mm, depth
2750mm and length 2.30 - 2.55m;
formwork class F5 for external
surfaces. T1 and T2 treatments to
deck top surfaces, formed drainage
surface channels and formwork
classes F2 and F3 for internal web
and top slab soffit surfaces;
including blister bulkheads and
corbels; ends of unit with
bulkhead cast face and match cast
face; completed with forming
openings cast in fittings, epoxy
resin joint starter bars and
coupler connections
Web 350mm thick
H600.22 Segment Type S1[-/T] nr *** *** ***
H600.23 Segment Type S2[-/T] nr *** *** ***
Web 600mm thick
H600.24 Segment Type SP2[-/-] nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/17 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Precast concrete parapet units:
concrete class 45/20; concrete
category B; Typical size of unit
in nominal standard 2275 - 2575mm
width and 3280mm depth; formwork
classes F5 and F6; ribbed finish
for outer surfaces and class F5
for top and inner surfaces;
including cast-in inserts and
starter bars connections; fixing
to viaduct deck edge
Straight unit panel
H600.25 Parapet Type Q1 nr *** *** ***
H600.26 Parapet Type Q1A nr *** *** ***
H600.27 Parapet Type Q5 nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/18 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Precast concrete parapet units:
concrete class 45/20; concrete
category B; typical size of unit
in nominal standard 2275 -2575mm
width and 3280mm depth; formwork
classes F5 and F6: ribbed finish
for outer surfaces and class F5
for top and inner surfaces;
including cast-in inserts and
starter bars connections; fixing
to viaduct deck edge (Cont'd)
Curved unit panel
H600.28 Parapet Type PI nr *** *** ***
H600.29 Xxxxxxx Xxxx X0X nr *** *** ***
H600.30 Parapet Type P2 nr *** *** ***
H600.31 Parapet Type P3 nr *** *** ***
H600.32 Parapet Type P5 nr *** *** ***
H600.33 Parapet Type R1 nr *** *** ***
H600.34 Parapet Type R1b nr *** *** ***
H600.35 Parapet Type R2 nr *** *** ***
H600.36 Parapet Type R3 nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/19 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PRECAST CONCRETE (Cont'd)
Bulkhead: segmental units
Precast concrete bulkhead panels;
concrete classes 40/20; category
B; formwork classes F3 and F5;
including stainless steel
connection assemblies; 30mm thick
non-shrinkage epoxy grout bed and
insitu concrete fillings
H600.37 Overall size 3280 x 1910 x 400mm nr *** *** ***
H600.38 Overall size 5860 x 1770 x 1438mm;
L-shaped nr *** *** ***
Precast curtain wall; segmental
units
Precast concrete curtain wall
units; concrete class 40/20;
category B; formwork classes F3
and F5; including 30mm thick C35
grouting
H600.39 Overall size 1575 x 900 x 2587mm;
L-shaped with 450mm radius corner;
wall thickness 175mm nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/20 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
WATERPROOFING
Sprayed or brushed waterproofing
W500 Waterproof liquid polymer
membrane; minimum two coats and
2mm thick m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/21 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
X999 Movement Joint sum ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/22 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/23 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.4
Girders & Parapets
Page
LSF1.4/1 ***
LSF1.4/2 ***
LSF1.4/3 ***
LSF1.4/4 ***
LSF1.4/5 ***
LSF1.4/6 ***
LSF1.4/7 ***
LSF1.4/8 ***
LSF1.4/9 ***
LSF1.4/10 ***
LSF1.4/11 ***
LSF1.4/12 ***
LSF1.4/13 ***
LSF1.4/14 ***
LSF1.4/15 ***
LSF1.4/16 ***
LSF1.4/17 ***
LSF1.4/18 ***
LSF1.4/19 ***
LSF1.4/20 ***
---------------------------------------------------------------
Carried Forward ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.4 - Girders & Parapets Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.4
Girders & Parapets (Cont'd)
Page
Brought from LSF1.4/COL/1 ***
LSF1.4/21 ***
LSF1.4/22 ***
LSF1.4/23 ***
---------------------------------------------------------------
Total of Lump Sum Item LSF1.4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.4/COL/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F240 Class: 40/20; concrete category B m3 *** *** ***
F260 Class: 50/20; concrete category B m3 *** *** ***
Other concrete forms; concrete
category B
F680.1 Plinth; size 500 x 500 x 480mm
overall m3 *** *** ***
F680.2 Plinth; size 2500 x 760 x 1240mm
overall m3 *** *** ***
F680.3 Plinth; size 2500 x 760 x 2213mm
overall m3 *** *** ***
F680.4 Plinth; size 5000 x 720 x 760mm
overall m3 *** *** ***
F680.5 Plinth; size 12500 x 720 x 1310mm
overall m3 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F5
Plane vertical
G343 Width 0.2 - 0.4m m2 *** *** ***
G344 Width 0.4 - 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449 and CS2:1995
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories
Finishing of top surfaces
G813 Class U5 finishes m2 *** *** ***
Inserts
G832.1 Type 3 insert; project from one
surface of concrete nr *** *** ***
G832.2 Type 4 insert; project from one
surface of concrete nr *** *** ***
G832.3 Type 8 insert; project from one
surface of concrete nr *** *** ***
Grouting under plates; 60N/mm2 non
shrink grout bed
G842 Area 0.1 - 0.5m2; overall size 620
x 620 x 70mm thick maximum; on
precast concrete parapet units nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
STRUCTURAL STEELWORK
Fabrication of other members;
structural steel grade 43A and 50B
to BS 4360
Columns
M411 Straight on plan t *** *** ***
M412 Curved on plan t *** *** ***
Portal frames
M432 Curved on plan t *** *** ***
Anchorages and holding down bolt
assemblies
M480.1 Comprising 4 nr M39 cast in
holding down bolts of nuts and
washers with 540 x 500 x 65mm
thick plate nr *** *** ***
M480.2 Comprising 4 nr M39 cast in
holding down bolts of nuts and
washers with 560 x 430 x 65mm
thick plate nr *** *** ***
M480.3 Comprising 4 nr M39 cast in
holding down bolts of nuts and
washers with 650 x 520 x 70mm
thick plate nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
STRUCTURAL STEELWORK (Cont'd)
Off site surface treatment
M860 Galvanising; hot dip to BS 729 m2 *** *** ***
Erection of other members;
Structural steel grade 43A and 50B
to BS 4360
M720 Permanent erection t *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.5 - OHL Masts Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.5
OHL Masts
Page
LSF1.5/1 ***
LSF1.5/2 ***
LSF1.5/3 ***
LSF1.5/4 ***
LSF1.5/5 ***
LSF1.5/6 ***
LSF1.5/7 ***
-------------------------------------------------------------------------
Total of Lump Sum Item LSF1.5 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.5/COL/1 Contract No.LCC-202
Contract No. LCC-202, Wast Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
IN-SITU CONCRETE
Provision of concrete designed mix
F240 Class: 25/20; concrete category B m3 *** *** ***
Placing of mass concrete
Other concrete forms; concrete
category B
F580.1 Plinth; size 850 x 550 x 75mm m3 *** *** ***
F580.2 Plinth; size 1150 x 250 x 75mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F3
Plane vertical
G341 Width not exceeding 0.1m m *** *** ***
concrete accessories
Finishing of top surfaces
G813 Class U3 finishes m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories (Cont'd)
Inserts
G832 uPVC ducts; 100mm diameter;
project from two surfaces of the
concrete nr *** *** ***
MISCELLANEOUS METALWORK
Access stair; 5mm thick stainless
steel cheque plate topping and
subframe in Grade 43C hot dip
galvanized steel; comprising 230 x
90 x 32mm parallel flange
channels. 100 x 100 x 8mm angles.
100 x 65 x 7mm angles. 65 x 50 x
8mm angles and 10mm thick end
plates; bolted with M12 bolts and
welded connections including 150mm
thick footing and cementitious
grout bed
N110 Fixed to derailment kerb with 10mm
thick fixing plate and M16
stainless steel anchors t *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Walkway; 6mm thick surface chequer
plate and angle support system
constructed in aluminium alloy
designation 5083 in accordance
with BS 8118; Part 1 & 2; sealed
hard-anodized finish; including
sliding cover plates, extension
pieces, angle framing, stainless
steel bolts, nuts and locknuts to
BS 6105 steel grade A4; forming
and sealing openings for cables
with polysulphide
N120.1 Fixed to curved parapet with M10
stainless steel bolts at maximum
625mm centres t *** *** ***
N120.2 Fixed to vertical parapet with M10
stainless steel bolts at maximum
625mm centres t *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Central plenum; 6mm thick surface
chequer plate and 120 x 120 x
9.26kg/m I-section support system
constructed in aluminium alloy
designation 5083 in accordance
with BS 8118; Parts 1 & 2; sealed
hard-anodized finish to exposed
aluminium components; sliding
cover plates, extension pieces and
angle framing stainless steel
bolts, nuts and locknuts to BS
6105 steel grade A4;
N120.3 Fixed on in-situ concrete stitch
with 76.2 x 50.8mm aluminium
angles, 10mm thick mortar bedding
and M12 bolts at maximum 625mm
centres t *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Galvanized mild steel; steel to BS
4848 grade 43B; hot-dip galvanised
to BS 729
Cable ladders
N130.1 Nominal 1600mm wide; rolled steel
section construction using
stainless steel bolts and cast-in
sockets; including cable trays and
profiled anodised aluminium cover
panel (at pier W66S) m *** *** ***
N130.2 Nominal 1000mm wide; including
diagonal and suspension members
and profiled anodised aluminium
cover panel (at piers W63) m *** *** ***
N130.3 Nominal 1300mm wide; including
diagonal and suspension members
and profiled anodised aluminium
cover panel (at pier W63) m *** *** ***
N130.4 Nominal 2200mm wide; including
diagonal and suspension members;
stainless steel heavy duty slotted
ladder and profiled anodised
aluminium cover panel (at pier W37) m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Supports channels; 41mm wide x
41mm deep x 2.5mm thick hot-dip
galvanised steel to BS 729; fixed
to the ribs of parapet with zinc-
electroplated M12 bolts in non-
metallic cast-in sockets
N169.1 Type A nr *** *** ***
N169.2 Type B nr *** *** ***
Cable support bracket; welded and
bended to profile with 50 x 10mm
thick mild steel flat strip; hot
dip galvanised to BS 729 after
fabrication; fixed to channel
supports in the ribs of parapets
with zinc-electro plated M10 bolts
in non-metallic cast-in sockets
N169.3 Type C nr *** *** ***
N169.4 Type D nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Signalling and equipment module
supports; design and fabricate;
hot dip galvanised mild steel to
BS 729 and aluminium alloy
designation 5083 complying BS 8118
Parts 1 & 2; fixed to top of
parapets with M10 set screws
N169.5 Generally; loading 120kg nr *** *** ***
Sun shield; 3mm thick aluminium
alloy sheet designation 5083 in
accordance with BS 8118; Part 1;
sealed hard-anodized finish;
fixed on the ribs of parapets with
zinc-electro plated M10 bolts in
non-metallic cast-in sockets
N169.6 860mm girth; bent twice to profile m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Common bonding terminal plate
N169.7 300 x 150 x 3mm thick hot dip
galvanized mild steel plate; fixed
to parapet with M10 set screws nr *** *** ***
Rubber nosing; compressible to
20mm
N190.1 Overall size 90 x 50mm thick;
fixed to walkway with M4 bolts m *** *** ***
N190.2 Overall size 90 x 50mm thick;
fixed to central plenum with M4
bolts m *** *** ***
Stainless steel
N220 Welded mesh paneling; constructed
of 3mm stainless steel wire on 25
x 25mm grid infill and stainless
steel angle frame and fixing m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Segment soffit access door and
frame; galvanised mild steel to BS
1387 with post fabrication hot dip
galvanising to BS 729; comprising
800 x 900 x 5mm thick mild steel
cover welded to 3 nr 40 x 40 x
2.42kg angle fixed with 4 nr 75mm
diameter guide wheel and 4 nr 40 mm
diameter running wheel. 12mm
diameter handle welded to cover; 1
nr M12 x 40mm long bolt welded to
60 x 40 x 5mm thick plate; 2 nr
1750mm long 76 x 38 x 6.7kg/m
channel fixed by 4 nr M15 holding
down bolt to 75mm diameter x 100mm
deep recess filled with mortar to
pre-cast concrete viaduct unit;
accessories; mortar levelling pads
N290 Cover overall size 1750 x 900 x
90mm high nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PAINTING
Bituminous paint; to BS 3416; in
two coats
Metal, other than metal sections
and pipework
V815 Isolated surfaces of width or
girth not exceeding 500mm m2 *** *** ***
System F painting system
V970 Metal sections m2 *** *** ***
MISCELLANEOUS WORK
Cable ducts; UPVC pipes; including
all duct fittings, joints and
fixing; fixed to cable ladder
X990.1 50mm diameter ducts m *** *** ***
X990.2 75mm diameter ducts m *** *** ***
X990.3 100mm diameter ducts m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Floors: to viaduct top slabs,
plinths, upstands or stitches
surfaces
Granolithic screed; steel
trowelled finish
AJ240 Minimum 10mm thick; laid to fall m2 *** *** ***
Channels; on viaduct deck surface
channel
Granolithic screed; steel
trowelled finishES
AJ740 300mm wide; 10 - 50mm thick; laid
to fall m *** *** ***
SIGNS AND ADVERTISING PANELS
Design, supply and install
signage; as Particular
Specification Clause p4.16(b),
Appendix L to Particular
Specification and Systemwide (ERE)
Graphic Guidelines for interfacing
contracts
AI900 Generally sum ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
ARCHITECTURAL COATING AND SPECIAL
FINISHING
Sound and acoustic absorption
layer; non-combustible and contain
no asbestos, mineral fibres,
polystyrene and cellulose;
including preparation of surfaces,
cutting, forming joints, studs,
battens, sealant and the like and
all fixings
Metal (sun-shield)
AT913.1 Surface inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
Metal (central plenum)
AT913.2 Surface inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
AT914.1 Soffit surface or lower surface
inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
ARCHITECTURAL COATING AND SPECIAL
FINISHING (Cont'd)
Sound and acoustic absorption
layer; non-combustible and contain
no asbestos, mineral fibers,
polystyrene and cellulose;
including preparation of surfaces,
cutting, forming joints, studs,
battens, sealant and the like and
all fixings (Cont'd)
Metal (walkway)
AT914.2 Soffit surface or lower surface
inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
Concrete (parapets)
AT933.1 Surface inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
AT933.2 Surface inclined at an angle
exceeding 60 degrees to the
horizontal; curved m2 *** *** ***
AT934 Soffit surface or lower surface
inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
ARCHITECTURAL COATING AND SPECIAL
FINISHING (Cont'd)
Approved protective system:
to promote durability of the
concrete, prevent fungal growth,
mould growth and the like
Concrete (parapets)
AT931 Upper surfaces inclined at an
angle not exceeding 30 degrees to
the horizontal m2 *** *** ***
AT933.3 Surface inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
AT933.4 Surface inclined at an angle
exceeding 60 degrees to the
horizontal; curved m2 *** *** ***
AT934.2 Soffit surface or lower surface
inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/15 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.6 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/16 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.6 - Finishings and Metalworks Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
----------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.6
Finishings and Metalworks
Page
LSF1.6/1 ***
LSF1.6/2 ***
LSF1.6/3 ***
LSF1.6/4 ***
LSF1.6/5 ***
LSF1.6/6 ***
LSF1.6/7 ***
LSF1.6/8 ***
LSF1.6/9 ***
LSF1.6/10 ***
LSF1.6/11 ***
LSF1.6/12 ***
LSF1.6/13 ***
LSF1.6/14 ***
LSF1.6/15 ***
LSF1.6/16 ***
-------------------------------------------------------------------------
Total of Lump Sum Item LSF1.6 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.6/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.7 - Above Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS WORKS
Drainage within viaduct girder to
pier head
Cast iron
X329.1 Channel grating; typical size 410
x 500 x 40mm thick m *** *** ***
X329.2 Gully with cover grating; grade
150 to BS 1452; typical size 200 x
200 x 20mm thick nr *** *** ***
Unplasticized polyvinyl chloride
to BS 4660; Class B solvent welded
joints; including proprietary
galvanised mild steel channel
fixing system with rods and angles
horizontal suspension and
stainless steel preformed pipework
collar and bracket for vertical;
bolted connection
X393.1 Downpipes; nominal bore 150mm m *** *** ***
X393.2 Downpipes; nominal bore 200mm m *** *** ***
X394.1 Bends with rodding eyes; nominal
bore 150mm nr *** *** ***
X394.2 Bends with rodding eyes; nominal
bore 200mm nr *** *** ***
X394.3 Junctions with rodding eyes;
nominal bore 150mm nr *** *** ***
X394.4 Junctions with rodding eyes;
nominal bore 200mm nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.7 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.7./1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.7 - Above Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item
of work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.7 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.7/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.7 - Above Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.7 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.7/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.7 - Above Ground Drainage Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.7
Above Ground Drainage
Page
LSF1.7/1 ***
LSF1.7/2 ***
LSF1.7/3 ***
---------------------------------------------------------------
Total of Lump Sum Item LSF1.7 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.7/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F230 Class: 30/20; concrete category B m3 *** *** ***
F240 Class: 40/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Other concrete forms; concrete
category B
??80.1 Pod; 400 x 150mm high m3 *** *** ***
??80.2 Steps, stairs and landing; waist
exceeding 500mm m3 *** *** ***
Placing of reinforced concrete
Channel bases and slabs; concrete
category B
F621 Thickness not exceeding 150mm m3 *** *** ***
F622 Thickness 150 - 300mm m3 *** *** ***
F623 Thickness 300 - 500mm m3 *** *** ***
Channel walls; concrete category B
F643 Thickness 300 - 500mm m3 *** *** ***
Other concrete forms; concrete
category B
F680 Coping; overall size 1000 x 300mm high m3 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork; type F2
Plane vertical
G342 Width 0.1 - 0.2m m *** *** ***
G343.1 Width 0.2 - 0.4m m2 *** *** ***
G345.1 Width exceeding 1.22m m2 *** *** ***
Formwork; type F3
Plane sloping; upper surface
G323 Width 0.2 - 0.4m m2 *** *** ***
Plane vertical
G343.2 Width 0.2 - 0.4m m2 *** *** ***
G345.2 Width exceeding 1.22m m2 *** *** ***
For voids
G375 Large circular void; depth not
exceeding 0.5m nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Reinforcement
Deformed high yield steel bars to
BS4449 and CS2:1995
G522 Nominal size 12mm t *** *** ***
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t
G526 Nominal size 32mm t *** *** ***
Steel fabric to BS 4483
G563 Fabric reference A252; nominal
mass 3 - 4kg/m2 m2 *** *** ***
G5?6 Fabric reference A393; nominal
mass 6 - 7kg/m3 m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints
Formed surface with filler; 25mm
thick
G641 Average width not exceeding 0.5m m2 *** *** ***
G642 Average width not exceeding 0.5 - 1m m2 *** *** ***
G643 Average width 1.15m m2 *** *** ***
Plastics or rubber waterstops;
240mm wide; centre bulb type
G654.1 Average width 200 - 300mm m *** *** ***
Plastics or rubber waterstops;
240mm wide; rearguard type
G654.2 Average width 200 - 300mm m *** *** ***
Sealed rebates or grooves
G670 25 x 25mm deep polysulphide joint
sealant m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints (Cont'd)
Dowels
G682 Sleeved or capped; 25mm diameter x
800mm long galvanised mild steel
bars; including preformed PVC
tight fitting dowel sleeve nr *** *** ***
Concrete accessories
Finishing of top surface
G813.1 Type U1 finishes m2 *** *** ***
G813.2 Type U3 finishes m2 *** *** ***
Inserts
???2 Other inserts; 50mm to 100mm
diameter x 375mm deep uPVC weep
pipe; fully embedded into
concrete; including 600 x 600mm
geotextile filter and 10mm size
single size aggregate nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes to BS 5911 : Part
100; Class L; flexible spigot and
socket joints
Nominal bore 150mm
I214 In trenches; depth 2 - 2.5m m *** *** ***
I215 In trenches; depth 2.5 - 3m m *** *** ***
I216 In trenches; depth 3 - 3.5m m *** *** ***
Nominal bore 225mm
I222.1 In trenches; depth not exceeding 1.5m m *** *** ***
I223.1 In trenches; depth 1.5 - 2m m *** *** ***
I224.1 In trenches; depth 2 - 2.5m m *** *** ***
I225.1 In trenches; depth 2.5 - 3m m *** *** ***
I226.1 In trenches; depth 3 - 3.5m m *** *** ***
I227 In trenches; depth 3.5 - 4m m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PIPEWORK - PIPES (Cont'd)
Concrete pipes to BS 5911 : Part
100; Class L; flexible spigot and
socket joints (Cont'd)
Nominal bore 300mm
I222.2 In trenches; depth not exceeding
1.5m m *** *** ***
I223.2 In trenches; depth 1.5 - 2m m *** *** ***
I224.2 In trenches; depth 2 - 2.5m m *** *** ***
I225.2 In trenches; depth 2.5 - 3m m *** *** ***
I226.2 In trenches; depth 3 - 3.5m m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PIPEWORK - PIPES (Cont'd)
Concrete pipes to BS 5911: Part
100; Class H; flexible spigot and
socket joints
Nominal bore 300 mm
I225 In trenches; depth 2.5 - 3m m *** *** ***
Nominal bore 375mm
I233.1 In trenches; depth 1.5 - 2m m *** *** ***
I234.1 In trenches; depth 2 - 2.5m m *** *** ***
I235.1 In trenches; depth 2.5 - 3m m *** *** ***
Nominal bore 450mm
I233.2 In trenches; depth 1.5 - 2m m *** *** ***
I234.2 In trenches; depth 2 - 2.5m m *** *** ***
I235.2 In trenches; depth 2.5 - 3m m *** *** ***
I236.2 In trenches; depth 3 - 3.5m m *** *** ***
Nominal bore 600mm
I234.3 In trenches; depth 2 - 2.5m m *** *** ***
I235.3 In trenches; depth 2.5 - 3m m *** *** ***
I236.3 In trenches; depth 3 - 3.5m m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes
In situ concrete; Grade 30/20; type D
K131.1 Depth not exceeding 1.5m; heavy
duty Grade 150 cast iron cover to
BS 1452 nr *** *** ***
K131.2 Depth 1.5 - 2m; heavy duty Grade
150 cast iron cover to BS 1452 nr *** *** ***
K131.3 Depth 2 - 2.5m; heavy duty Grade
150 cast iron cover to BS 1453 nr *** *** ***
K131.4 Depth 3 - 3.5m; heavy duty Grade
150 cast iron cover to BS 1454 nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES (Cont'd)
Manholes (Cont'd)
In situ concrete; Grade 30/20;
type E
K132 Depth 1.5 - 2m; heavy duty Grade
150 cast iron cover to BS1452 nr *** *** ***
K133 Depth 2 - 2.5m; heavy duty Grade
150 cast iron cover to BS 1452 nr *** *** ***
K134 Depth 2.5 - 3m; heavy duty Grade
150 cast iron cover to BS 1452 nr *** *** ***
K135 Depth 3 - 3.5m; heavy duty Grade
150 cast iron cover to BS 1452 nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES (Cont'd)
Sump Pits
In situ concrete; Grade 30/20;
Size 1150 X 1150 mm; with A393
fabric reinforcement; including
750 X 750 X 50mm thick steel cover
K231 Depth not exceeding 1.5m nr *** *** ***
Oil interceptors
In situ concrete; Grade 40/20;
overall size 9250 X 1850mm (in 4
compartments) with heavy duty
Grade 150 cast iron cover to BS
1452
K233 Depth 2 - 2.5m nr *** *** ***
K234 Depth 2.5 - 3m nr *** *** ***
K235 Depth 3 - 3.5m nr *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Surrounds
Granular material; Class B
bedding; with 100mm thick bed,
100mm thick linings and 300mm
thick lightly compacted top covers
L321 Nominal bore not exceeding 200mm m *** *** ***
L322 Nominal bore 200 - 300mm m *** *** ***
L323 Nominal bore 300 - 600mm m *** *** ***
Mass concrete; grade 20/20;
concrete category C; Class C
bedding; with 150mm thick bed,
150mm thick linings and 150mm
thick top cover
L542 Nominal bore 200 - 300mm m *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Galvanised mild steel; hot dipped
to BS 729
Handrails; as Highway Department
standard
N140.1 Standard handrail Type 2; nominal
1100mm high m *** *** ***
N140.2 Tubular handrail; 1000mm high;
constructed of 50mm diameter pipes m *** *** ***
MISCELLANEOUS WORKS
Drainage filter
X990 Geosynthetic drainage materials;
average 100mm thick; inclined at
an angle of 10 - 45 degrees to the
horizontal m2 *** *** ***
STONEWORK
Embankment
AO100.1 Granite; 450 x 250 x 100mm thick;
including 50mm thick 1:3 cement
mortar; horizontal m2 *** *** ***
AO100.2 Granite; 450 x 250 x 100mm thick;
including 50mm thick 1:3 cement
mortar; inclined at an angle 10 -
45 degrees to the horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of CESMM3
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/15 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre F
Lump Sum Breakdown Viaduct Ch35+372 to Ch37+077 - General
Lump Sum Item LSF1.8 - Below Ground Drainage Activity Xxxx F1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.8
Below Ground Drainage
Page
LSF1.8/1 ***
LSF1.8/2 ***
LSF1.8/3 ***
LSF1.8/4 ***
LSF1.8/5 ***
LSF1.8/6 ***
LSF1.8/7 ***
LSF1.8/8 ***
LSF1.8/9 ***
LSF1.8/10 ***
LSF1.8/11 ***
LSF1.8/12 ***
LSF1.8/13 ***
LSF1.8/14 ***
LSF1.8/15 ***
---------------------------------------------------------------
To Collection of Lump Sum Item LSF1.8 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSF1.8/COL/1 Contract No.LCC-202
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
LIST OF CONTRACT DOCUMENTS
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-202
WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
LIST OF CONTRACT DOCUMENTS
---------------------------------------------
(Contents of this Volume are shown in shading)
VOLUME ONE
Articles of Agreement and Letter of Acceptance
Articles of Agreement
Letter of Acceptance and Letter of Clarification
General and Special Conditions of Contract
General Conditions of Contract for Civil Engineering and Building Works
(5 April 2000 Edition)
(provided in separately bound booklet)
Special Conditions of Contract Clauses 1-5
VOLUME TWO
Form of Tender
Form of Tender
Appendix 1 to the Form of Tender
Appendix 2 to the Form of Tender - Pricing Document
1. Preamble
2. Pricing Schedule - Part 1 of 2
(including the Lump Sum Breakdowns after the last Cost Centre)
17 December 2002 Page i Contract No.LCC-202
LIST OF CONTRACT DOCUMENTS
VOLUME FIVE
Specification
Particular Specification - Part 2 of 3
VOLUME SIX
Specification
Particular Specification - Part 3 of 3
VOLUME SEVEN
Drawings - General (in A3 size)
VOLUME EIGHT
Drawings - Foundation and Geotechnical Works (in A3 size)
VOLUME NINE
Drawings - Viaduct (in A3 size)
VOLUME TEN
Drawings - EAP, Ramp and Ancillary Structures (in A3 size)
VOLUME ELEVEN
Drawings - E & M Works (in A3 size)
VOLUME TWELVE
Associated Documents
Particular Specification Appendix L - Items No. 1 to 17
Particular Specification Appendix L - Items No. 18 to 26
(provided in separately bound booklets)
17 December 2002 Page iii Contract No.LCC-202
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
FORM OF TENDER
APPENDIX 2
PRICING DOCUMENT
TABLE OF CONTENTS
PART 1 of 2
1. Preamble Pages 1-7
2. Pricing Schedule
. Pricing Schedule Summary PS.SUM/1
. Cost Centres A1 - L1
. Lump Sum Breakdown LSA1.1 - LSF1.8
PART 2 of 2
2. Pricing Schedule (Continued)
. Lump Sum Breakdown LSG1.1-LSK1.3
3. Schedule of Milestones Pages SM/1 - SM/14
4. Interim Payment Schedule Pages IPS/1 - IPS/2
5. Annex 1 - Standard Method of Measurement
Architectural Builder's Works and Finishes
6. Annex 2 - Standard Method of Measurement
Building Services
7. Annex 3 - Additions and Amendments to the Methods
of Measurement
17 December 2002 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM (Cont'd)
Miniature circuit breaker (MCB)
distribution boards; sheet metal;
busbar (main isolation switches
and MCBs measured separately)
MCB distribution boards; fixing to
walls, columns and the like
BA0401.4 6 way; 20A; TPN nr *** *** ***
BA0401.5 8 way; 20A; TPN nr *** *** ***
BA0401.6 16 way; 63A; TPN nr *** *** ***
Miniature circuit breakers (MCB)
MCBs; fixing in distribution
boards
BA0401.7 5A; SP nr *** *** ***
BA0401.8 6A; SP nr *** *** ***
BA0401.9 16A; TP nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors
From distribution board DB6; 2
core FRP armoured cables; 2.5mm2
BA0507.1 Trackside lighting points nr *** *** ***
From distribution board DB6; 2
core FRP armoured cables; 4mm2
BA0507.2 Trackside lighting points nr *** *** ***
From distribution board DB6; 2
core FRP armoured cables; 6mm2
BA0507.3 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board DB6; 4
core FRP armoured cables; 10mm2
BA0507.4 Distribution board DB6.1 nr *** *** ***
BA0507.5 Distribution board DB6.2 nr *** *** ***
BA0507.6 Distribution board DB6.3 nr *** *** ***
BA0507.7 Distribution board DB6.4 nr *** *** ***
From distribution board DB6.1; 2
core FRP armour cables; 10mm2
BA0507.8 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 60O/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board DB6.1; 2
core FRP armoured cables; 16mm2
BA0507.9 Trackside lighting points nr *** *** ***
From distribution board DB6.1; 2
core FRP armoured cables; 25mm2
BA0507.10 Trackside lighting points nr *** *** ***
From distribution board DB6.2; 2
core FRP cables; 10mm2
BA0507.11 Trackside lighting points nr *** *** ***
From distribution board DB6.2; 2
core FRP cables; 16mm2
BA0507.12 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board DB6.2; 2
core FRP cables; 25mm2
BA0507.13 Trackside lighting points nr *** *** ***
From distribution board DB6.3; 2
core FRP cables; 10mm2
BA0507.14 Trackside lighting points nr *** *** ***
From distribution board DB6.3; 2
core FRP cables; 16mm2
BA0507.15 Trackside lighting points nr *** *** ***
From distribution board DB6.3; 2
core FRP cables; 25mm2
BA0507.16 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board DB6.4; 2
core FRP cables; 10mm2
BA0507.17 Trackside lighting points nr *** *** ***
From distribution board DB6.4; 2
core FRP cables; 16mm2
BA0507.18 Trackside lighting points nr *** *** ***
From distribution board DB6.4; 2
core FRP cables; 25mm2
BA0507.19 Trackside lighting points nr *** *** ***
From distribution board LIGHTING
DBL; 2 core FRP cables; 2.5mm2
BA0507.20 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board LIGHTING
DBL; 2 core FRP armoured cable;
6mm2
BA0507.21 Trackside lighting points nr *** *** ***
From distribution board LIGHTING
DBL; 4 core FRP armoured cable;
4mm2
BA0507.22 Distribution board DBL.1 nr *** *** ***
BA0507.23 Distribution board DBL.2 nr *** *** ***
From distribution board DBL. 1; 2
core FRP armoured cables; 10mm2
BA0507.24 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board DBL.1; 2
core FRP armoured cables; 16mm2
BA0507.25 Trackside lighting points nr *** *** ***
From distribution board DBL.1; 2
core FRP armoured cables; 25mm2
BA0507.26 Trackside lighting points nr *** *** ***
From distribution board DBL.2; 2
core FRP armoured cables; 10mm2
BA0507.27 Trackside lighting points nr *** *** ***
From distribution board DBL.2; 2
core FRP armoured cables; 16mm2
BA0507.28 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board DBL.2; 2
core FRP armoured cables; 25mm2
BA0507.29 Trackside lighting points nr *** *** ***
From distribution board TS 2DB; 2
core FRP armoured cables; 16mm2
BA0507.30 Trackside lighting points nr *** *** ***
From distribution board TS 2DB; 2
core FRP armoured cables; 25mm2
BA0507.31 Trackside lighting points nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From distribution board TS 2DB; 4
core FRP armoured cables; 25mm2
BA0507.32 Socket outlet; radial nr *** *** ***
From distribution board ESS-DB6; 2
core FRP armoured cables; 25mm2
BA0507.33 Isolator switches for motorised
trackside isolator nr *** *** ***
From distribution board ESS-DB6; 2
core FRP armoured cables; 50mm2
BA0507.34 Isolator switches for motorised
trackside isolator nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or brackets and or
flexible steel conduits and
fittings or any cable installing
facilities as specified; completed
with cable changeover boxes; non-
amoured cables connecting from
cable changeover boxes to
fittings; earth continuity
conductors (Cont'd)
From isolator (located inside LMC
Station); 2 core FRP armoured
cables; 70mm2
BA0507.35 Isolator switches for motorised
trackside isolator nr *** *** ***
From isolator (located inside LMC
Station); 4 core LSOH armoured
cables; 35mm2
BA0507.36 Distribution board TS2 DB nr *** *** ***
For emergency lighting control;
approved size FRP cable
BA0507.37 For manual push button nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sun Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Luminaries complete with lamps or
tubes and control gears;
electronic ballast; connections to
cables and conduits; earthing and
bonding; provision of all
necessary component parts,
suspension rods, hangers and
fixings (for exact descriptions
have to be checked against project
light fitting schedule and their
specifications)
Light fittings fixing to parapet;
plenum and the like
BA0508.1 1 x 36W; fluorescent lighting;
IP65 nr *** *** ***
BA0508.2 2 x 58W; fluorescent lighting;
IP65 nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Accessories
Socket outlets; fixing to walls,
columns and the like
BA0508.3 15A; TPN; IP65 nr *** *** ***
Isolator switches; fixing to
walls, columns and the like
BA0508.4 20A; SP; weatherproof; IP65 nr *** *** ***
Manual control push button for
emergency lighting control; fixing
to walls, columns and the like
BA0508.5 'ON' and 'OFF' control; approved
type; IP65 nr *** *** ***
Junction boxes for emergency
lighting control; fixing to walls,
columns and the like
BA0508.6 Approved type; IP65 nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION
SYSTEMS
Main earthing system
Equipotential bonding to all
exposed and extraneous conductive
parts of non electrical services
BA0809.1 Generally sum ***
Common bonding terminal plate
(CBTP); connection to all earth
tapes and cables; fixing to walls
BA0809.2 Approved type nr *** *** ***
Earth terminal; connection to all
earth tapes and cables; fixing to
walls
BA0809.3 Approved type nr *** *** ***
Main earth terminal; connection to
all earth tapes and cables; fixing
to walls
BA0809.4 Approved type nr *** *** ***
Copper conductors; fixing to cable
trunking; trays; walls; columns
and the like; including jointing
and connections
BA0809.5 25mm x 3mm tinned copper tape m *** *** ***
BA0809.6 300mm2 copper earthing cable m *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/15 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION
SYSTEMS (Cont'd)
Main earthing system (Cont'd)
GMS earthing conductors; including
bonding to boundary fence
BA0809.7 25 x 6mm bar m *** *** ***
Earth electrodes; driven into
solid ground; approved earth
clamps; connected to earth copper
conductors to achieve specified
earth impedance
BA0809.8 Approved diameter and long to
suit; minimum 10m deep nr *** *** ***
Clean earthing system
Insulated clean earth terminal;
connection to all earth tapes and
cables; fixing to walls
BA0809.9 Approved type nr *** *** ***
Copper conductors; fixing to cable
trunking; trays; walls; columns
and the like; including jointing
and connections
BA0809.10 300mm2 1 core LS0H insulated
cables m *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/16 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES
Sundry items
Allow for the following and
executing in accordance with the
Specification
BA11.1 Testing, setting to work and
commissioning the complete
installation sum ***
BA11.2 Complete integrating testing of
all building services
installations with all interfacing
works in all areas sum ***
BA11.3 Providing all installation
drawings and fabrication/shop
drawings as required for
submission and distribution sum ***
BA11.4 Providing all design data as
required for submission and
distribution sum ***
BA11.5 Providing all builder's works
drawings as required for
submission and distribution sum ***
BA11.6 Providing all 'as built' drawings
as required for submission and
distribution sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/17 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and
executing in accordance with the
Specification (Cont'd)
BA11.7 Providing mock-ups and/or
prototypes sum ***
BA11.8 Allow for the free maintenance and
guarantees for the period as
specified from the date of
issuance of the Certificate of
Substantial Completion sum ***
BA11.9 Providing training of Employer's
staff for the period and scope as
specified sum ***
BA11.10 Providing all operation and
maintenance manuals as required
for submission and distribution sum ***
BA11.11 Providing all spares, tools, loose
keys, lubricants and special
equipment for operating and
maintenance purposes sum ***
BA11.12 Providing all plates, discs and
labels for identification of
plant, equipment, cables, switches
and the like sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/18 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and
executing in accordance with the
Specification (Cont'd)
BA11.13 Providing all fire stopping and
fire barriers sum ***
BA11.14 Providing fabricated composite
support structures, propriety or
specialist support systems and
components, essentially primary
supports, including design,
supply, manufacture, installation
and coordination with other
services sum ***
BA11.15 Providing instructions, including
preventive maintenance
instruction, equipment operation
instructions, instruction boards
and notices sum ***
BA11.16 Providing pipe, conduit, cable
sleeves and fixing through walls,
floors and ceilings; including
approved packing materials sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/19 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and
executing in accordance with the
Specification (Cont'd)
BA11.17 Marking positions of holes,
mortices, chases and the like sum ***
BA11.18 Providing all samples as required
for submission and distribution sum ***
BA11.19 Providing fuel, power, water and
lighting for testing and
commissioning sum ***
BA11.20 Providing coordination with other
trades sum ***
BA11.21 Cover up and provide protection to
the whole of the Works sum ***
BA11.22 Providing joint commissioning of
the installation with other
contracts as necessary sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/20 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/21 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7
of CESMM3
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/22 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.1
Track Alignment
Page
LSG1.1/1 ***
LSG1.1/2 ***
LSG1.1/3 ***
LSG1.1/4 ***
LSG1.1/5 ***
LSG1.1/6 ***
LSG1.1/7 ***
LSG1.1/8 ***
LSG1.1/9 ***
LSGl.1/10 ***
LSG1.1/11 ***
LSG1.1/12 ***
LSG1.1/13 ***
LSG1.1/14 ***
LSG1.1/15 ***
LSG1.1/16 ***
LSG1.1/17 ***
LSG1.1/18 ***
-----------------------------------------------------------------
Carried Forward ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.1 - Track Alignment Activity Xxxx G1
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.1
Track Alignment (Cont'd)
Page
Brought from LSG1.1/COL/1 ***
LSG1.1/19 ***
LSG1.1/20 ***
LSG1.1/21 ***
LSG1.1/22 ***
-----------------------------------------------------------------
Total of Lump Sum Item LSG1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.1/COL/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER
Final circuits; 600/1000v PVC
insulated cables; copper
conductors; drawing into and
including steel conduits and or
cable trays and or flexible steel
conduits and fittings or any cable
installing facilities as
specified; earth continuity
conductors
From distribution board; 2 core
FRP armoured cables; 2.5mm2
BA0507.1 Lighting Points nr *** *** ***
BA0507.2 Switch Points; 2 way nr *** *** ***
BA0507.3 Socket outlet points; radial nr *** *** ***
From distribution board; 2 core
PVC/SWA/PVC cables; 4mm2
BA0507.4 Lighting points nr *** *** ***
BA0507.5 Switch points; 1 way nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Luminaries complete with lamps or
tubes and control gears;
electronic ballast; connections to
cables and conduits; earthing and
bonding; provision of all
necessary component parts,
suspension rods, hangers and
fixings (for exact descriptions
have to be checked against project
light fitting schedule and their
specifications)
Light fittings fixing to walls,
ceilings or with lamp pole
BA0508.1 1 x 36W; weatherproof fluorescent
lighting; IP65 nr *** *** ***
BA0508.2 2 x 36W; weatherproof fluorescent
lighting; IP65; complete with 1.5m
high lamp pole nr *** *** ***
BA0508.3 250W high pressure sodium (SON-
XLT) lamp; outdoor type; complete
with 10m high lamp pole with 1m
overhang nr *** *** ***
Accessories
Lighting switches; fixing to
walls, columns and the like
BA0508.4 5A; 1 gang; 2 way nr *** *** ***
BA0508.5 Local manual control switches;
complete with cabinet nr *** *** ***
Socket outlets; fixing to walls,
columns and the like
BA0508.6 13A; SPN; single gang nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION
SYSTEMS
Main earthing system
Equipotential bondings to all
exposed and extraneous conductive
parts of non electrical services
BA0809.1 Generally Sum ***
Main earth mat; complete with
copper tapes and accessories;
including bonding and fixing
BA0809.2 50 x 6mm copper tape m *** *** ***
Copper conductors; fixing to cable
trunking; trays; walls; columns
and the like; including jointing
and connections
BA0809.3 300mm2 copper conductor m *** *** ***
GMS earthing conductors; including
bonding to boundary fence and gate
BA0809.4 25 x 6mm bar; fencing at EAP6 m *** *** ***
BA0809.5 25 x 6mm bar; fencing at ramp m *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION
SYSTEMS (Cont'd)
Main earthing system (Cont'd)
Earth electrodes; driven into
solid ground; approved earth
clamps; connected to earth copper
conductors to achieve specified
earth impedance
BA0809.6 Approved diameter and long to
suit; minimum 10m deep nr *** *** ***
Earth pits; complete with
electrodes; driven into solid
ground; approved earth clamps;
connected to earth copper
conductors to achieve specified
earth impedance
BA0809.7 Approved diameter and long to suit nr *** *** ***
Clean earthing system
Clean earth mat; complete with
copper tapes and accessories;
including bonding and fixing
BA0809.8 50 x 6mm copper tape m *** *** ***
Copper conductors; fixing to cable
trunking; trays; walls; columns
and the like; including jointing
and connections
BA0809.9 70mm2 1 core LS0H insulated cables m *** *** ***
BA0809.10 300mm2 1 core LS0H insulated
cables m *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION
SYSTEMS (Cont'd)
Clean earthing system (Cont'd)
Earth electrodes; driven into
solid ground; approved earth
clamps; connected to earth copper
conductors to achieve specified
earth impedance
BA0809.11 Approved diameter and long to
suit; minimum 40m deep with top
20m insulated nr *** *** ***
Earth pits; complete with
electrodes; driven into solid
ground; approved earth clamps;
connected to earth copper
conductors to achieve specified
earth impedance
BA0809.12 Approved diameter and long to suit nr *** *** ***
Lighting protection system
Design, supply and install a
complete lighting protection
system for
BA0809.13 Antenna located at the staircase
of EAP No. 6 sum ***
BA0809.14 Stairway to viaduct at EAP No. 6 sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
FIRE HYDRANT SYSTEM
Galvanised steel pipes and
fittings; BS 1387; heavy grade
Pipes laid underground
BB1602.1 100mm diameter m *** *** ***
Extra over pipes for
BB1602.2 100mm diameter bends nr *** *** ***
Galvanised steel pipes and
fitting; BS 1387; medium grade
Vertically fixed
BB1602.3 100mm diameter m *** *** ***
Horizontally fixed
BB1602.4 100mm diameter m *** *** ***
Extra over pipes for
BB1602.5 100mm diameter bends nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
FIRE HYDRANT SYSTEM (Cont'd)
In-line equipment
Fire hydrant outlets; brass twin
type outlet; including male inlet
and female instantaneous outlets,
complete with brass blank caps and
chains and all accessories
BB1601.1 Approved type nr *** *** ***
Fire service inlets; brass twin
type; comprising with screw-down
globe stop valve; including
standard instantaneous couplings,
brass caps, chains, integral non-
return valves and all accessories
BB1601.2 Approved type nr *** *** ***
Painting
Preparing; one coat of zinc
chromate primer; two undercoats of
linseed oil and two finishing
coats of linseed oil gloss finish
fungus resistant paint
BB1605.1 Large pipes m *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES
Sundry items
Allow for the following and
executing in accordance with the
Specification
BA11.1 Testing, setting to work and
commissioning the complete
installation sum ***
BA11.2 Complete integrating testing of
all building services
installations with all interfacing
works in all areas sum ***
BA11.3 Providing all installation
drawings and fabrication/shop
drawings as required for
submission and distribution sum ***
BA11.4 Providing all design data as
required for submission and
distribution sum ***
BA11.5 Providing all builder's works
drawing as required for
submission and distribution sum ***
BA11.6 Providing all 'as built' drawings
as required for submission and
distribution sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and
executing in accordance with the
Specification (Cont'd)
BA11.7 Providing mock-ups and/or
prototypes sum ***
BA11.8 Allow for the free maintenance and
guarantees for the period as
specified from the date of
issuance of the Certificate of
Substantial Completion sum ***
BA11.9 Providing training of Employer's
staff for the period and scope as
specified sum ***
BA11.10 Providing all operation and
maintenance manuals as required
for submission and distribution sum ***
BA11.11 Providing all spares, tools, loose
keys, lubricants and special
equipment for operating and
maintenance purposes sum ***
BA11.12 Providing all plates, discs and
labels for identification of
plant, equipment, cables, switches
and the like sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and
executing in accordance with the
Specification (Cont'd)
BA11.13 Providing all fire stopping and
fire barriers sum ***
BA11.14 Providing fabricated composite
support structures, propriety or
specialist support systems and
components, essentially primary
supports, including design,
supply, manufacture, installation
and coordination with other
services sum ***
BA11.15 Providing instructions, including
preventive maintenance
instruction, equipment operation
instructions, instruction boards
and notices sum ***
BA11.16 Providing pipe, conduit, cable
sleeves and fixing through walls,
floors and ceilings; including
approved packing materials sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and
executing in accordance with the
Specification (Cont'd)
BA11.17 Marking positions of holes,
mortices, chases and the like sum ***
BA11.18 Providing all samples as required
for submission and distribution sum ***
BA11.19 Providing fuel, power, water and
lighting for testing and
commissioning sum ***
BA11.20 Providing coordination with other
trades sum ***
BA11.21 Cover up and provide protection to
the whole of the Works sum ***
BA11.22 Providing joint commissioning of
the installation with other
contracts as necessary sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.2 - Emergency Access Points & Staircases Activity Xxxx G1
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.2
Emergency Access Points & Staircases
Page
LSG1.2/1 ***
LSG1.2/2 ***
LSG1.2/3 ***
LSG1.2/4 ***
LSG1.2/5 ***
LSG1.2/6 ***
LSG1.2/7 ***
LSG1.2/8 ***
LSG1.2/9 ***
LSG1.2/10 ***
LSG1.2/11 ***
LSG1.2/12 ***
LSG1.2/13 ***
-----------------------------------------------------------------
Total of Lump Sum Item LSG1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
INCOMING SERVICES
Main L.V. switchboards; comprising
the following
Integral busbars and busbar
interconnections; air circuit
breakers; MCCBs; fuse-switches;
over-current protection relays;
earth leakage relays; earth fault
relays; under voltage relays;
protection relays; check meters,
ammeters; voltmeters;
watt-hour meters; current
transformers; electrical and
mechanical interlocks; remote
alarm indication; protection;
control; battery tripping system
comprising automatic trickle-type
battery charger and battery
test facilities; wirings; cabling
facilities, contact terminal
strips; connections to LV
switchboards and the like
BA0201.1 LV switchboard; fixing in EAP 6 nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
INCOMING SERVICES (Cont'd)
Ancillary equipment
Provide hydraulic operating
handling trunks for handling air
circuit breaker; all necessary
accessories
BA0201.2 Approved type sum ***
Provide portable earthing
equipment for each main incoming
air circuit breaker
BA0201.3 Approved type sum ***
Provide insulation mats; placed on
floors in front of and at the rear
of LV switchboards; length to suit
LV switchboard
BA0201.4 Approved type sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
INCOMING SERVICES (Cont'd)
Current transformers
Current transformers; for watt-
hour meter connecting wiring and
accessories; fixing in CLP
metering compartment
BA0201.5 400A/5A nr *** *** ***
Meter
Watt-hour meters; connecting
wiring and accessories; fixing in
CLP metering compartment
BA0201.6 Approved type nr *** *** ***
Earth leakage protection device
(ELPD)
ELPD; connecting wiring and
accessories; fixing in CLP
metering compartment
BA0201.7 Approved type nr ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
STANDBY EQUIPMENT
Generator set
Generator set; including control
panels, metal clad cubicle
assemblies; free standing floor
mounted and front access type;
complete with instrumentation
meter, control buttons,
indicators, alarms and auxiliary
contacts; all other components and
accessories; exhaust flue pipes;
acoustic silencers; lubrication
system; electric starting systems;
cable terminations and glands; and
all necessary accessories
BA0301.1 250kVA nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
STANDBY EQUIPMENT (Cont'd)
Generator set (Cont'd)
Fuel supply system comprising 500
litre daily service fuel tank,
diesel pump sets, manual operated
quick-closing valve; level
switches, fill pipes, vent pipes,
overflow pipes, shut off valves
BA0301.2 250kVA nr ***
Control circuits including cables,
conduits, trunking, sensors,
relays and accessories from LV
switchboard to generator power
supply and control panels
BA0301.3 250kVA nr ***
Provide monorail system for
maintenance delivery of emergency
standby generators; all necessary
accessories
BA0301.4 Approved type sum ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
600/1000v LSOH insulated armoured
cable; copper conductors
Power cables; fixing to cable
trays or other surfaces
BA0406.1 16mm2; 4 core cables m *** *** ***
Termination glands
BA0406.2 16mm2; 4 core cables nr *** *** ***
600/1000v FRP armoured cable;
copper conductors
Power cables; fixing to cable
trays or other surfaces
BA0406.3 16mm2; 4 core cables m *** *** ***
BA0406.4 35mm2; 4 core cables m *** *** ***
BA0406.5 50mm2; 4 core cables m *** *** ***
BA0406.6 185mm2; 4 core cables m *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM (Cont'd)
600/1000v FRP armoured cable;
copper conductors (Cont'd)
Termination glands
BA0406.7 16mm2; 4 core cables nr *** *** ***
BA0406.8 35mm2; 4 core cables nr *** *** ***
BA0406.9 50mm2; 4 core cables nr *** *** ***
BA0406.10 185mm2; 4 core cables nr *** *** ***
Air break switchgears
Isolating switches; for MCB
distribution board main incoming
switch; fixing to walls, columns
and the like
BA0401.1 63A; 4 pole nr *** *** ***
BA0401.2 30A; DP nr *** *** ***
BA0401.3 63A; SP nr *** *** ***
------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM (Cont'd)
Miniature circuit breaker (MCB) distribution boards;
sheet metal; busbar (main isolation switches and MCBs
measured separately)
MCB distribution boards; fixing to walls, columns and
the like
BA0401.4 4 way; 63A; TPN nr *** *** ***
BA0401.5 8 way; 63A; TPN nr *** *** ***
BA0401.6 10 way; 63A; TPN nr *** *** ***
BA0401.7 12 way; 30A; SPN nr *** *** ***
Miniature circuit breakers (MCB)
MCBs; fixing in distribution boards
BA0401.8 5A; SP nr *** *** ***
BA0401.9 10A; SP nr *** *** ***
BA0401.10 15A; SP nr *** *** ***
BA0401.11 16A; SP nr *** *** ***
BA0401.12 20A; SP nr *** *** ***
BA0401.13 32A; SP nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM (Cont'd)
Combined miniature circuit breaker/ residual current
circuit breaker (MCB/RCD)
MCB/RCD; fixing in distribution boards
BA0401.14 16A; SPN nr *** *** ***
BA0401.15 32A; SPN nr *** *** ***
BA0401.16 16A; TPN nr *** *** ***
Residual current circuit breakers (RCCB)
RCCB; fixing in distribution boards
BA0401.17 20A; 30mA; SP nr *** *** ***
Automatic change-over units
Automatic change-over units complete with electrical and
mechanical interlock; fixing to walls, columns and the like
BA0401.18 63A; SP nr ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Final circuits; 600/1000V PVC insulated cables; copper
conductors; drawing into and including steel conduits
and or cable trays and or flexible steel conduits and
fittings or any cable installing facilities as
specified; earth continuity conductors
From distribution board; 1 core LSOH cables; 1.5mm2
BA0507.1 Lighting points nr ***
BA0507.2 Switching points nr ***
From distribution board; 1 core LSOH cables; 2.5mm2
BA0507.3 Lighting points nr *** *** ***
BA0507.4 Switching points nr *** *** ***
BA0507.5 DP switch points nr ***
BA0507.6 Socket outlet points; radial nr *** *** ***
BA0507.7 Fused connection points; radial nr ***
BA0507.8 Fixed connection unit points nr ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC insulated cables; copper
conductors; drawing into and including steel conduits
and or cable trays and or flexible steel conduits and
fittings or any cable installing facilities as
specified; earth continuity conductors (Cont'd)
From distribution board; 1 core LSOH cables; 4mm2
BA0507.9 Socket outlet points; radial nr *** *** ***
BA0507.10 Socket outlet points; twin gang; radial nr *** *** ***
BA0507.11 Fused connection points; radial nr *** *** ***
BA0507.12 Isolator points nr *** *** ***
From distribution boards; 1 core FRP cables; 2.5mm2
BA0507.1 Lighting points nr *** *** ***
BA0507.2 Switching points nr *** *** ***
BA0507.3 Fused connection points; radial nr *** *** ***
BA0507.4 Fire alarm panel nr *** *** ***
BA0507.5 Auto gas flooding control panel nr *** *** ***
BA0507.6 BAS equipment cubicle nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Final circuits; 600/1000V PVC insulated cables; copper
conductors; drawing into and including steel conduits
and or cable trays and or flexible steel conduits and
fittings or any cable installing facilities as
specified; earth continuity conductors (Cont'd)
From distribution boards; 1 core MI cables; 2.5mm2
BA0507.7 Lighting points nr *** *** ***
BA0507.8 Switching points; weatherproof nr *** *** ***
Final connections; galvanised steel conduits and
fittings complete with draw wires
Conduits concealed in ceiling; walls, columns or floors
BA0707.1 Telecommunication connection points (DB 1560) nr *** *** ***
BA0707.2 Telecommunication connection points (HKT) nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Luminaries complete with lamps or tubes and control gears;
electronic ballast; connections to cables and conduits;
earthing and bonding; provision of all necessary component
parts, suspension rods, hangers and fixings (for exact
descriptions have to be checked against project light
fitting schedule and their specifications)
Light fittings fixing to walls; ceilings or false
ceilings
BA0508.1 2 x 40W; 1200mm long; xxxxxx type fluorescent lighting nr ***
BA0508.2 2 x 58W; 1500mm long; xxxxxx type fluorescent lighting nr *** *** ***
BA0508.3 2 x 58W; 1500mm long; xxxxxx type fluorescent lighting
complete with 2-hour battery pack nr *** *** ***
BA0508.4 2 x 58W; 1500mm long; xxxxxx type fluorescent lighting;
flameproof; complete with 2-hour battery pack nr *** *** ***
BA0508.5 Exit sign; BS5266 nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Accessories
Lighting switches; fixing to walls; columns and the like
BA0508.6 5A; 1 gang; 1 way nr *** *** ***
BA0508.7 5A; 1 gang; 1 way; weatherproof; IP55 nr *** *** ***
BA0508.8 5A; 1 gang; 1 way; completed with pilot lamp nr *** *** ***
DP switches; fixing to walls; columns and the like
BA0508.9 15A nr *** *** ***
Fused connection units; control switch; fixing to
walls; columns; and the like
BA0508.10 13A; complete with switch nr *** *** ***
BA0508.11 13A; complete with DP switch nr *** *** ***
BA0508.12 30A nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER (Cont'd)
Accessories (Cont'd)
Socket outlets; fixing to walls; columns and the like
BA0508.13 13A; SPN; single gang nr *** *** ***
BA0508.14 13A; SPN; twin gang; switched nr *** *** ***
BA0508.15 15A; SPN; single gang nr *** *** ***
Isolators; fixing to walls; columns and the like
BA0508.16 32A; SPN nr *** *** ***
Fixed connection units; fixing to walls; columns and
the like
BA0508.17 15A nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/15 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION SYSTEMS
Main earthing system
Equipotential bonding to all exposed and extraneous
conductive parts of non-electrical services
BA0809.1 Generally sum ***
Main earth terminals; solid copper; connections of all
earth tapes and cables; fixing to walls
BA0809.2 Approved type nr *** *** ***
Copper conductors; fixing to cable trunking; trays; walls;
columns and the like; including jointing and connections
BA0809.3 50 x 6mm copper tape m *** *** ***
BA0809.4 7mm2 1 core LSOH sheathed copper cable m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/16 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION SYSTEMS (Cont'd)
Clean earthing system
Clean earth terminals; solid copper; connections of all
earth tapes and cables; fixing to walls
BA0809.5 Approved type nr *** *** ***
600/1000V LSOH insulated clean earth cables; fixing to
walls, soffits and cable ducts; including jointing and
connections
BA0809.6 70mm2 m *** *** ***
Lightning protection system
Copper conductors; fixing to cable trunking; trays; walls;
columns and the like; including jointing and connections
BA0809.7 25 x 3mm copper tape m *** *** ***
BA0809.8 25 x 3mm copper tape; PVC insulated m *** *** ***
Earth pits; complete with electrodes; driven into solid
ground; approved earth clamps; connected to earth copper
conductors to achieve specified earth impedance
BA0809.9 Approved diameter and long to suit; minimum 16mm
diameter and 2.4m deep nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/17 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment
Ventilation fans; including all accessories and
connections; supports; wire screens; guards and
anti-vibration mountings; as described
BB0601.1 Exhaust air fans; air flow rate 0.18 m3/s nr *** *** ***
BB0601.2 Exhaust air fans; air flow rate 0.4 m3/s nr *** *** ***
BB0601.3 Exhaust air fans; air flow rate 0.5 m3/s nr *** *** ***
BB0601.4 Exhaust air fans; air flow rate 0.55 m3/s nr *** *** ***
BB0601.5 Exhaust air fans; 600mm diameter; fixing in transformer
room nr *** *** ***
Fire dampers; electro thermo link
BB0601.6 500 x 500mm nr *** *** ***
BB0601.7 600 x 700mm nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/18 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS (Cont'd)
Equipment (Cont'd)
Fire dampers; pneumatic actuated
BB0601.8 600 x 700mm nr *** *** ***
Ventilation fan control switch; IP65
BB0601.9 Approved type nr *** *** ***
Acoustic attenuator; approved type
BB0601.10 600 x 700mm nr *** *** ***
BB0601.11 3500 x 2500mm nr *** *** ***
Stainless steel ductwork and fittings
Exhaust air rectangular duct; horizontally fixed
BB0603.1 0.8mm thick m2 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/19 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment
Split type air conditioning units; factory assembled with
fans, condenser, evaporator, filters, coated fins and
coils, thermostat control unit, drip tray; including
refrigerant circuits, condensate drain pipes, insulation,
all necessary and connections
BB0701.1 Cooling capacity 6.2 kW nr *** *** ***
BB0701.2 Cooling capacity 11.1 kW nr *** *** ***
ELECTRICAL AND CONTROL SYSTEM FOR MECHANICAL
INSTALLATIONS
Electrical power supply; approved cables, conduits,
earth continuity and all necessary accessories, to form
a complete operational system
From locally mounted fused connection unit to
BB1207.1 Exhaust air fans nr *** *** ***
BB1207.2 Split type air conditioning units nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/20 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
ELECTRICAL AND CONTROL SYSTEM FOR MECHANICAL
INSTALLATIONS (Cont'd)
Allow for design, supply, install and commissioning of
control panels including control panels, conduits,
interfacing with ECS equipment and instruments and all
accessories
MV control panel
BB1207.3 Approved type nr *** *** ***
A/C unit control panel
BB1207.4 Approved type nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/21 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
AUTOMATIC FIRE ALARM AND DETECTION SYSTEM
Equipment
Smoke detectors
BB1601.1 Approved type nr *** *** ***
Smoke detectors; flameproof type
BB1601.2 Approved type nr *** *** ***
Heat detectors
BB1601.3 Approved type nr *** *** ***
Breakglass units
BB1601.4 Approved type nr *** *** ***
Breakglass units; weatherproof; IP55
BB1601.5 Approved type nr *** *** ***
Alarm bells
BB1601.6 Approved type nr *** *** ***
Alarm bells; weatherproof; IP55
BB1601.7 Approved type nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/22 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
FM200 AUTO GAS FLOODING SYSTEM
Equipment
FM200 system control panels; including metal case front
plates, hinged stainless steel door with glass panels;
lock off unit; relays switches; battery and charger,
voltmeter and ammeter, indicator lamps, buzzers, push
buttons interconnecting wiring and conduits, fuses, keys
and all necessary accessories
BB1601.8 Auto gas flooding control panel nr *** *** ***
Gas discharge nozzles
BB1601.9 Approved type nr *** *** ***
Gas discharge nozzles; flameproof
BB1601.10 Approved type nr *** *** ***
Gas discharge indicating lamps; weatherproof; IP55
BB1601.11 Approved type nr *** *** ***
Manual release units weatherproof; IP55
BB1601.12 Approved type nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/23 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
FM200 AUTO GAS FLOODING SYSTEM (Cont'd)
Equipment (Cont'd)
Gas discharged siren; weatherproof; IP55
BB1601.13 Approved type nr *** *** ***
Gas discharged pressure switches
BB1601.14 Approved type nr *** *** ***
Supervisory pressure switches
BB1601.15 Approved type nr *** *** ***
Solenoid actuators
BB1601.16 Approved type nr *** *** ***
FM200 cylinders; including liquid level indicators,
discharge valves, gas release actuators, check valves,
pipework connection to discharge pipes, racks and framework
and all other necessary accessories
BB1601.17 16 litres nr *** *** ***
BB1601.18 81 litres nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/24 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
FM200 GAS FLOODING SYSTEM (Cont'd)
Galvanised steel pipes and fittings; heavy grade;
BS 1387
Fixing to ceiling, wall and the like
BB1602.1 25mm diameter m *** *** ***
BB1602.2 32mm diameter m *** *** ***
BB1602.3 40mm diameter m *** *** ***
BB1602.4 50mm diameter m *** *** ***
Painting
Preparing; one coat of zinc chromate primer; two undercoats
of linseed oil and two finishing coats of linseed oil gloss
finish fungus resistant paint
BB1605.1 Small pipes m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/25 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
ELECTRICAL AND CONTROL SYSTEM FOR FIRE SERVICES
INSTALLATIONS
Note:
All reference herein to conduit shall be understood to
include conduit, trunking, cable tray, and all necessary
accessories as required
Fire detection and alarm system control panel; including
metal case front plate, hinged stainless steel door with
glass panel, relay switch, battery and charger, voltmeter
and ammeter, indicator lamps, buzzers, push buttons
interconnecting wiring and conduits, fuses, keys and all
necessary accessories; protected by enclosure with viewing
window; IP65
Fire alarm panel
BB1601.1 Approved type nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/26 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
ELECTRICAL AND CONTROL SYSTEM FOR FIRE SERVICES
INSTALLATIONS (Cont'd)
Alarm detection and control circuits; in approved cable and
conduits, including cable trays and trunking, control and
monitoring modules, earth continuity, junction boxes where
required
From Fire Alarm Panel to
BB1607.1 FM200 control panels nr *** *** ***
XX0000.0 Xxxxxx hydrant pump motor control cubicle nr *** *** ***
BB1607.3 Smoke detectors nr *** *** ***
BB1607.4 Heat detectors nr *** *** ***
BB1607.5 Breakglass units nr *** *** ***
BB1607.6 Alarm bells nr *** *** ***
BB1607.7 FS communication centre nr *** *** ***
BB1607.8 High, low and overflow water level alarm for street
hydrant water tank nr *** *** ***
BB1607.9 MV control panels sum ***
BB1607.10 East Rail FRC via BAS sum ***
BB1607.11 DB 1560 marshalling box sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/27 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
ELECTRICAL AND CONTROL SYSTEM FOR FIRE SERVICES
INSTALLATIONS (Cont'd)
Alarm detection and control circuits; in approved cable and
conduits, including cable trays and trunking, control and
monitoring modules, earth continuity, junction boxes where
required (Cont'd)
From FM200 control panels to
BB1607.12 Gas discharge indicating lamps nr *** *** ***
BB1607.13 Manual release units nr *** *** ***
BB1607.14 Gas discharged sirens nr *** *** ***
BB1607.15 Alarm bells nr *** *** ***
BB1607.16 Smoke detectors nr *** *** ***
BB1607.17 Heat detectors nr *** *** ***
BB1607.18 Gas discharge pressure switches nr *** *** ***
BB1607.19 Supervisory pressure switches nr *** *** ***
XX0000.00 Xxxxxxxx actuators nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/28 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
PORTABLE FIRE FIGHTING EQUIPMENT
Equipment
Fire extinguishers; including fixing
BB1601.1 4.5kg CO2 type nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/29 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES
Sundry items
Allow for the following and executing in accordance with
the Specification
BA11.1 Testing, setting to work and commissioning the complete
installation sum ***
BA11.2 Complete integrating testing of all building services
installations with all interfacing works in all areas sum ***
BA11.3 Providing all installation drawings and fabrication/shop
drawings as required for submission and distribution sum ***
BA11.4 Providing all design data as required for submission and
distribution sum ***
BA11.5 Providing all builder's works drawings as required for
submission and distribution sum ***
BA11.6 Providing all 'as build' drawings as required for
submission and distribution sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/30 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and executing in accordance with
the Specification (Cont'd)
BA11.7 Providing mock-ups and/or prototypes sum ***
BA11.8 Allow for the free maintenance and guarantees for the
period as specified from the date of issuance of the
Certificate of Substantial Completion sum ***
BA11.9 Providing training of Employer's staff for the period and
scope as specified sum ***
BA11.10 Providing all operation and maintenance manuals as
required for submission and distribution sum ***
BA11.11 Providing all spares, tools, loose keys, lubricants and
special equipment for operating and maintenance purposes sum ***
BA11.12 Providing all plates, discs and labels for identification
of plant, equipment, cables, switches and the like sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/31 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and executing in accordance with
the Specification (Cont'd)
BA11.13 Providing all fire stopping and fire barriers sum ***
BA11.14 Providing fabricated composite support structures,
propriety or specialist support systems and components,
essentially primary supports, including design, supply,
manufacture, installation and coordination with other
services sum ***
BA11.15 Providing instructions, including preventive maintenance
instruction, equipment operation instructions, instruction
boards and notices sum ***
BA11.16 Providing pipe, conduit, cable sleeves and fixing through
walls, floors and ceilings; including approved packing
materials sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/32 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following and executing in accordance with
the Specification (Cont'd)
BA11.17 Marking positions of holes, mortices, chases and the like sum ***
BA11.18 Providing all samples as required for submission and
distribution sum ***
BA11.19 Providing fuel, power, water and lighting for testing and
commissioning sum ***
BA11.20 Providing coordination with other trades sum ***
BA11.21 Cover up and provide protection to the whole of the Works sum ***
BA11.22 Providing joint commissioning of the installation with
other contracts as necessary sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/33 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item of
work or obligation or thing which is necessary for the
execution of the Works, as required by the Contract, which
has been omitted from or has not been separately itemised
in this Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other Charges
shall be "sum", with Quantity and Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/34 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail any method
related charges items in accordance with SECTION 7 of
CESMM3
-------------------------------------------------------------------------------------------------------------
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/35 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.3
Ancillary Buildings
Page
LSG1.3/1 ***
LSG1.3/2 ***
LSG1.3/3 ***
LSG1.3/4 ***
LSG1.3/5 ***
LSG1.3/6 ***
LSG1.3/7 ***
LSG1.3/8 ***
LSG1.3/9 ***
LSG1.3/10 ***
LSG1.3/11 ***
LSG1.3/12 ***
LSG1.3/13 ***
LSG1.3/14 ***
LSG1.3/15 ***
LSG1.3/16 ***
LSG1.3/17 ***
LSG1.3/18 ***
---------------------------------------------------------
Carried forward ***
-----
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Ancillary Buildings Activity Xxxx G1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.3
Ancillary Buildings (Cont'd)
Page
Brought from LSG1.3/COL/1
LSG1.3/19 ***
LSG1.3/20 ***
LSG1.3/21 ***
LSG1.3/22 ***
LSG1.3/23 ***
LSG1.3/24 ***
LSG1.3/25 ***
LSG1.3/26 ***
LSG1.3/27 ***
LSG1.3/28 ***
LSG1.3/29 ***
LSG1.3/30 ***
LSG1.3/31 ***
LSG1.3/32 ***
LSG1.3/33 ***
LSG1.3/34 ***
LSG1.3/35 ***
--------------------------------------------------------
Total of Lump Sum Item LSG1.3 ***
-----
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.3/COL/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Equipment and ancillaries
Distributed Intelligent Controller (DIC); building
automation control equipment and interconnecting
wiring, software and graphic page development; including
uninterrupted power supply (UPS) units, I/O modules, modem;
interface directly with building service equipment,
programming and maintenance terminal, local control panel,
printer, approved cabling and fire rated enclosure
BD1001.1 Generally sum ***
Control and monitoring circuits; associated with distributed
intelligent controller; including I/O modules, marshalling
boxes, interconnecting wiring, fire rated enclosure,
conduits, relays, contactors, sensors and control devices;
all necessary instruments and accessories as appropriate;
fixings; earthing continuity; to form a complete operational
system
For electrical power system (LV Switchgear Room); from I/O
modules via marshalling boxes to distributed intelligent
controller (DIC) for
BD0403.1 Incoming MCCB status ('Close' and 'Open') nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Control and monitoring circuits; associated with distributed
intelligent controller; including I/O modules, marshalling
boxes, interconnecting wiring, fire rated enclosure, conduits,
relays, contactors, sensors and control devices; all
necessary instruments and accessories as appropriate;
fixings; earthing continuity; to form a complete operational
system (Cont'd)
For electrical power system (LV Switchgear Room); from I/O
modules via marshalling boxes to distributed intelligent
controller (DIC) for (Cont'd)
BD0403.2 CLP source status ('Normal' and 'No-Volt') nr *** *** ***
BD0403.3 Common alarm for power supply (Incoming MCCB 'Open'; CLP
Source 'No-Volt'; battery charger 'Low'; battery charger
'fault') nr *** *** ***
BD0403.4 ATS status ('Close' and 'Open') nr *** *** ***
BD0403.5 Generator MCCB status ('Close' and 'Open') nr *** *** ***
BD0403.6 Common alarm for generator system (Gen MCCB 'Close'; Gen
'Run'; Fuel tank level 'Low'; Gen control 'Manual') nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Control and monitoring circuits; associated with distributed
intelligent controller; including I/O modules, marshalling
boxes, interconnecting wiring, fire rated enclosure,
conduits, relays, contactors, sensors and control devices;
all necessary instruments and accessories as appropriate;
fixings; earthing continuity; to form a complete operational
system (Cont'd)
For electrical power system (LV Switchgear Room); from I/O
modules via marshalling boxes to distributed intelligent
controller (DIC) for (Cont'd)
BD0403.7 Common alarm for ATS (ATS 'Close') nr *** *** ***
BD0403.8 Exterior lighting On/Off status ('On' and 'Off') nr *** *** ***
For electrical power system (Emergency Diesel Generator
Room); from I/O modules via marshalling boxes to distributed
intelligent controller (DIC) for
BD0403.9 Generator status ('Stop' and 'Run') nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.3 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Control and monitoring circuits; associated with
distributed intelligent controller; including I/O modules,
marshalling boxes, interconnecting wiring, fire rated
enclosure conduits, relays, contactors, sensors and control
devices; all necessary instruments and accessories as
appropriate; fixings; earthing continuity; to form a
complete operational system (Cont'd)
For electrical power system (Emergency Diesel Generator
Room); from I/O modules via marshalling boxes to distributed
intelligent controller (DIC) for (Cont'd)
BD0403.10 Fuel tank level ('Low' and 'High') nr *** *** ***
BD0403.11 Generator control switch status ('Auto' and 'Manual') nr *** *** ***
For MVAC system (LV Switchgear Room); from I/O modules via
marshalling boxes to distributed intelligent controller
(DIC) for
BD0103.1 LV switchgear room high temperature alarm nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Control and monitoring circuits;
associated with distributed intelligent controller;
including I/O modules, marshalling boxes,
interconnecting wiring, fire rated enclosure, conduits,
relays, contactors, sensors and control devices; all
necessary instruments and accessories as appropriate;
fixings; earthing continuity; to form a complete
operational system (Cont'd)
For MVAC system (Emergency Diesel Generator Room); from I/O
modules via marshalling boxes to distributed intelligent
controller (DIC) for (Cont'd)
BD0103.2 Emergency diesel generator room high temp alarm nr *** *** ***
For MVAC system (Gas cylinder room); from I/O modules via
marshalling boxes to distributed intelligent controller
(DIC) for
BD0103.3 Gas cylinder room high temperature alarm nr *** *** ***
For MVAC system (Signaling Equipment Room); from I/O
modules via marshalling boxes to distributed intelligent
controller (DIC) for
BD0103.4 Signaling equipment room high temperature alarm nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Control and monitoring circuits;
associated with distributed intelligent controller;
including I/O modules, marshalling boxes,
interconnecting wiring, fire rated enclosure, conduits,
relays, contactors, sensors and control devices; all
necessary instruments and accessories as appropriate;
fixings; earthing continuity; to form a complete
operational system (Cont'd)
For MVAC system (Fire Pump Room); from I/O modules via
marshalling boxes to distributed intelligent controller
(DIC) for
BD0103.5 Fire pump room high temperature alarm nr *** *** ***
For MVAC system (Radio Booster Room); from I/O modules via
marshalling boxes to distributed intelligent controller
(DIC) for
BD0103.6 Radio booster room high temperature alarm nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Control and monitoring circuits;
associated with distributed intelligent controller;
including I/O modules, marshalling boxes,
interconnecting wiring, fire rated enclosure, conduits,
relays, contactors, sensors and control devices; all
necessary instruments and accessories as appropriate;
fixings; earthing continuity; to form a complete
operational system (Cont'd)
For fire service system ( LV switchgear room ); from I/O
modules via marshalling boxes to distributed intelligent
controller (DIC) for
BD0303.1 Fire panel status ('On' and 'Isolated') nr *** *** ***
BD0303.2 Fire detection system status ('Normal' and 'On') nr *** *** ***
BD0303.3 Common fire alarm status (Fire panel 'Isolated'; Fire
ditection 'ON' nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Control and monitoring circuits;
associated with distributed intelligent controller;
including I/O modules, marshalling boxes,
interconnecting wiring, fire rated enclosure, conduits,
relays, contactors, sensors and control devices; all
necessary instruments and accessories as appropriate;
fixings; earthing continuity; to form a complete
operational system (Cont'd)
For fire service system ( Fire Pump room ); from I/O modules
via marshalling boxes to distributed intelligent controller
(DIC) for
BD0303.4 FS pump status ('Run and Stop') nr *** *** ***
BD0303.5 FS pump power supply status ('Normal' and 'Fault') nr *** *** ***
BD0303.6 FS water tank level ('High' and 'Low') nr *** *** ***
BD0303.7 FS common alarm status (FS pump 'Fault'; FS water tank
level 'Low') nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM (Cont'd)
Electrical control
Building automation system interface; from distributed
intelligent controller; including current transformers,
transducers, cubicles and all necessary signal/control
cables, fire rated enclosure, conduits and connections
BD1002.1 To interlink with Fo Tan report center (FRC) sum ***
Software management
Providing all Building Automation System hardware and
software, including PORM or ROM resident real time operating
system, built-in self-diagnostic routines, memory error
checking routines, user defined control & monitoring
programmes, data file management programmes and communication
programmes, all necessary tests and certification
BD1001.1 Approved type sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
INTERFACING POINT BETWEEN EAP No. 6 AND LMC STATION
Control and monitoring circuits; including I/O modules,
marshalling boxes, interconnecting wiring, fire rated
enclosure, conduits, relays, contactors, sensors and control
devices; all necessary instruments and accessories as
appropriate; fixings; earthing continuity; to form a
complete operational system
For viaduct lighting system (EAP No. 6 LV Switchgear Room);
from I/O modules via marshalling boxes to distributed
intelligent controller (DIC)
BD0602.1 Lighting off nr *** *** ***
BD0602.2 Lighting on nr *** *** ***
BD0602.3 Lighting off nr *** *** ***
BD0602.4 Lighting on nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
INTERFACING POINT BETWEEN EAP No. 6 AND LMC STATION
(Cont'd)
Control and monitoring circuits; including I/O modules,
marshalling boxes, interconnecting wiring, fire rated
enclosure, conduits, relays, contactors, sensors and control
devices; all necessary instruments and accessories as
appropriate; fixings; earthing continuity; to form a
complete operational system (Cont'd)
For miscellaneous equipment (EAP No. 6 LV Switchgear Room);
from I/O modules via marshalling boxes to distributed
intelligent controller (DIC)
BD0902.1 Common alarm for power supply system nr *** *** ***
BD0902.2 Common alarm for generator system nr *** *** ***
For fire alarm system (EAP No. 6 LV Switchgear Room); from
I/O modules via marshalling boxes to distributed intelligent
controller (DIC)
BD0902.3 Common alarm for fire detection system nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES
Sundry Items
Allow for the following
BD11.1 Testing, setting to work and commissioning the complete
installation sum ***
BD11.2 Complete integrating testing of all building services
installations with all interfacing works in all areas sum ***
BD11.3 Providing all installation drawings and
fabrication/shop drawings as required for submission
and distribution sum ***
BD11.4 Providing all Design Data as required for submission
and distribution sum ***
BD11.5 Providing all builder's works drawings are required for
submission and distribution sum ***
BD11.6 Providing all 'as built' drawings as required for
submission and distribution sum ***
BD11.7 Providing mock-ups and/or prototypes sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry Items (Cont'd)
Allow for the following (Cont'd)
BD11.8 Providing all necessary cabling, enclosures, mounting
accessories, local power distribution, interfacing
elements and components which are required for the works sum ***
BD11.9 Providing certified documents and final design to
obtain the Approval from the Fire Services Department
for the Station Based Control System sum ***
BD11.10 Allow for the free maintenance and guarantees for the
period from the date of issuance of the Substantial
Completion Certificate for the Works sum ***
BD11.11 Providing training of Employer's staff for the period
and scope as required sum ***
BD11.12 Providing all operation and maintenance manuals as
required for submission and distribution sum ***
BD11.13 Providing all spares, tools, loose keys, lubricants and
special equipment for operating and maintenance purposes sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry Items (Cont'd)
Allow for the following (Cont'd)
BD11.14 Providing all plates, discs and labels for
identification of plant, equipment, cables, switches
and the like sum ***
BD11.15 Providing all fire stopping and fire barriers sum ***
BD11.16 Providing fabricated composite support structures, propriety
or specialist support systems and components, essentially
primary supports, including design, supply, manufacture,
installation and coordination with other Services sum ***
BD11.17 Providing custom-made and standard Testing and
Commissioning tools, dummy units, simulation units which
are required for the testing and commissioning of the whole
Systems sum ***
BD11.18 Responsible to adjust the set point values to suit the
characteristics of the Station ECS equipment during and
after the T & C period sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry Items (Cont'd)
Allow for the following (Cont'd)
BD11.19 Providing instructions, including preventive
maintenance instruction, equipment operating
instructions, instruction boards and notices sum ***
BD11.20 Providing pipe, conduit, cable sleeves and fixing
through walls, floors and ceilings; including packing
materials sum ***
BD11.21 Marking positions of holes, mortices, chases and the
like sum ***
BD11.22 Providing all samples as required for submission and
distribution sum ***
BD11.23 Providing fuel, power, water and lighting for testing
and commissioning sum ***
BD11.24 Providing coordination with other trades sum ***
BD11.25 Cover up and provide protection to the whole of the
Works sum ***
BD11.26 Providing joint commissioning of the installation with
other contracts as necessary sum ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/15 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific item of
work or obligation or thing which is necessary for the
execution of the Works, as required by the Contract, which
has been omitted from or has not been separately itemised in
this Lump Sum Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other Charges
shall be "sum", with Quantity and Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/16 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail any method
related charges items in accordance with SECTION 7 of
CESMM3
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/17 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre G
Lump Sum Breakdown Electrical and Mechanical Works
Lump Sum Item LSG1.4 - Building Automation System Activity Xxxx G1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.4
Building Automation System
Page
LSG1.4/1 ***
LSG1.4/2 ***
LSG1.4/3 ***
LSG1.4/4 ***
LSG1.4/5 ***
LSG1.4/6 ***
LSG1.4/7 ***
LSG1.4/8 ***
LSG1.4/9 ***
LSG1.4/10 ***
LSG1.4/11 ***
LSG1.4/12 ***
LSG1.4/13 ***
LSG1.4/14 ***
LSG1.4/15 ***
LSG1.4/16 ***
LSG1.4/17 ***
---------------------------------------------------
Total of Lump Sum Item LSG1.4 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSG1.4/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
EARTHWORKS
Filling
To structure
E619.1 Compacted fill m3 *** *** ***
To stated depth or thickness
E649.1 Hardcore; 150mm thick m2 *** *** ***
E649.2 Compacted rock fill; 500mm thick m2 *** *** ***
Filling ancillaries
Preparation of filled surface
E729.1 Compacted fill m2 *** *** ***
E729.2 Hardcore m2 *** *** ***
E729.3 Compacted rock fill m2 *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F240.1 Class: 40/20; concrete category A m3 *** *** ***
F240.2 Class: 40/20; concrete category B m3 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE (Cont'd)
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Bases; concrete category A
F522 Thickness 150 - 300mm m3 *** *** ***
Placing of reinforced concrete
Bases, footing, pile caps and ground slabs;
concrete category A
F621 Thickness not exceeding 150mm m3 *** *** ***
F622 Thickness 150 - 300mm m3 *** *** ***
F623 Thickness 300 - 500mm m3 *** *** ***
F624 Thickness exceeding 500mm m3 *** *** ***
Suspended slabs; concrete category A
F632.1 Thickness 150 - 300mm m3 *** *** ***
F633.1 Thickness 300 - 500mm m3 *** *** ***
Walls; concrete category A
F642 Thickness 150 - 300mm m3 *** *** ***
F643 Thickness 300 - 500mm m3 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE (Cont'd)
Placing of reinforced concrete (Cont'd)
Suspended slabs; concrete category B
F632.2 Thickness 150 - 300mm m3 *** *** ***
F633.2 Thickness 300 - 500mm m3 *** *** ***
Columns; concrete category B
F653 Cross-sectional area 0.1 - 0.25m2 m3 *** *** ***
F654 Xxxxx-xxxxxxxxx xxxx 0.00 - 0x0 x0 *** *** ***
Other concrete form; concrete category B
F680 Cross sectional area 0.03 - 0.1m2 m3 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F1
Plane horizontal
G315.1 Width exceeding 1.22m m2 *** *** ***
Plane vertical
G345.1 Width exceeding 1.22m m2 *** *** ***
Formwork finish; type F2
Plane horizontal
G315.2 Width exceeding 1.22m m2 *** *** ***
Plane vertical
G343.1 Width 0.2 - 0.4m m2 *** *** ***
G344.1 Width 0.4 - 1.22m m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Formwork finish; type F4
Plane horizontal
G315.3 Width exceeding 1.22m m2 *** *** ***
Plane sloping
G322 Width 0.1 - 0.2m m *** *** ***
Plane vertical
G343.2 Width 0.2 - 0.4m m2 *** *** ***
G344.2 Width 0.4 - 1.22m m2 *** *** ***
G345.2 Width exceeding 1.22m m2 *** *** ***
----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Reinforcement
Plain round steel bars to BS 4449
G511 Nominal size not exceeding 10mm t *** *** ***
G512 Nominal size 12mm t *** *** ***
G513 Nominal size 16mm t *** *** ***
Deformed high yield steel bars to
BS 4449 and CS2:1995
G521 Nominal size not exceeding 10mm t *** *** ***
G522 Nominal size 12mm t *** *** ***
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
G526 Nominal size 32mm t *** *** ***
G527 Nominal size 40mm t *** *** ***
---------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Joints
Formed surface with 20mm thick
joint filler
G641.1 Average width not exceeding 0.5m2 m2 *** *** ***
Formed surface with 25mm thick
joint filler
G641.2 Average width not exceeding 0.5m2 m2 *** *** ***
Sealed rebates or grooves
G670.1 Two part polysulphide based joint sealing
compound to BS 4254; 20 x 20mm m *** *** ***
G670.2 Two part polysulphide based joint sealing
compound to BS 4254; 25 x 20mm m *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories
Finishing of top surfaces
G813.1 Type U1 m2 *** *** ***
G813.2 Type U2 m2 *** *** ***
G813.3 Type U5 m2 *** *** ***
Inserts
G832.1 Other inserts; puddle flange;
50mm diameter; project from two
surfaces of concrete nr *** *** ***
G832.2 Other inserts; puddle flange;
80mm diameter; project from two
surfaces of concrete nr *** *** ***
G832.3 Other inserts; puddle flange;
100mm diameter; project from
two surfaces of concrete nr *** *** ***
G832.4 Other inserts; puddle flange;
200mm diameter; project from
two surfaces of concrete nr *** *** ***
--------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------
PRECAST CONCRETE
Lintels
H930 Cross-sectional area: 0.5 - 1m2 m *** *** ***
MISCELLANEOUS METALWORK
Cat ladders
N130 Cat ladder with safety hoop;
galvanised mild steel; 450mm wide;
constructed of 40mm diameter 3mm
thick tubular xxxxxxxx, 20mm
diameter tubular rung, 1100 x 450
x 3mm thick cover plate, 40mm m *** *** ***
diameter 3mm thick tubular
support, brackets, ironmongery and
all other fixing accessories
Plate flooring
N170 6mm thick hot-dip galvanised mild
steel chequer plate with 25 x 25 x
6mm thick galvanised mild steel
angle stiffener; 38 x 38 x 6mm
galvanised mild steel angle frame m2 *** *** ***
Metal railing
N190 Type 2 railing; 1000mm high; as
Xxxxxxx Xxxxxxxxxx Xxxxxxxx
Xxxxxxx xx X0000X and H2131A m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
BRICKWORK, BLOCKWORK AND MASONRY
Engineering brickwork; comply with
BS 6073; Part 1
Thickness: not exceeding 150mm
U311 Vertical straight walls m2 *** *** ***
Thickness: 150 - 250mm thick
U321 Vertical straight walls m2 *** *** ***
Ancillaries
U381.1 Joint reinforcement; 115mm wide m *** *** ***
U381.2 Joint reinforcement; 225mm wide m *** *** ***
----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
PAINTING
Epoxy dust proof paint; in two coats
Plaster and render
V741.1 Surfaces inclined at an angle
not exceeding 30 degrees to
the horizontal m2 *** *** ***
Polyurethene sealer; in one coat
Plaster and render
V741.2 Surfaces inclined at an
angle not exceeding 30
degrees to the horizontal m2 *** *** ***
Liquid prepolymer sealing; in one
coat
Plaster and render
V943.1 Surfaces inclined at an angle exceeding
60 degrees to the horizontal m2 *** *** ***
V944.1 Soffit surfaces and lower surfaces
inclined at an angle not exceeding
60 degrees to the horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------
PAINTING (Cont'd)
Acrylic resin based gloss coating;
in two coats
Plaster and render
V943.2 Surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
V944.2 Soffit surfaces and lower surfaces
inclined at an angle not exceeding
60 degrees to the horizontal m2 *** *** ***
Masonry paint
Plaster and render
V943.3 Surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
System E painting system
Metal, other than metal sections
and pipework
V913 Surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
Metal sections
V970.1 Cat ladder; 450mm wide m *** *** ***
V970.2 Type 2 railing; 1000mm high overall m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------------------------------
WATERPROOFING
Roofing
Asphalt; 20mm thick
W311 Upper surfaces inclined at an
angle not exceeding 30 degrees to
the horizontal m2 *** *** ***
W316 Surfaces of width not exceeding 300mm m *** *** ***
MISCELLANEOUS WORK
Drainage to structures above
ground and within structures below ground
uPVC pipes and fittings to BS 4514:
Part 1; solvent welded joint
X333 Downpipes; 150mm diameter m *** *** ***
X334.1 Fittings to downpipes; 150mm diameter bends nr *** *** ***
X334.2 Fittings to downpipes; 150mm
diameter rain water outlet with
dome shape grating nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
IRONMONGERY
Hinges fixed to metal door
AD210 Butt; type W1SS or equivalent nr *** *** ***
Locks, latches and bolts fixed to
metal door
AD315 Combined lock case sets with
handles nr *** *** ***
AD361 Masterkeying system sum ***
----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Two hours fire rated doors and
frames including jamb anchors,
anchoring straps, sealant and
grouting door frames with cement
grout
Stainless steel to Grade 316L;
hairline finish
AE410.1 Single leaf doors; overall size
1150 x 2175 x 100mm thick; with
louvre panel nr *** *** ***
AE410.2 Double leaf doors; overall size
1650 x 2175 x 100mm thick; with
pneumatic activated fire damper nr *** *** ***
AE410.3 Double leaf doors; overall size
2150 x 2175 x 100mm thick; with
louvre panel nr *** *** ***
AE410.4 Double leaf doors; overall size
2150 x 2175 x 100mm thick; with
electro-thermo linked fire damper nr *** *** ***
AE410.5 Double leaf doors; overall size
2400 x 2800 x 100mm thick; with
louvre panel and wicket nr *** *** ***
METAL SHUTTERS, WINDOWS AND
LOUVRES
Louvres; galvanised mild steel; 2
hour fire-rated louvre
AF342.1 Size 400 x 400mm nr *** *** ***
AF342.2 Size 500 x 500mm nr *** *** ***
AF342.3 Size 600 x 700mm nr *** *** ***
----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/15 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
SIGNS AND ADVERTISING PANELS
Design, supply and install
signage; as Particular
Specification Clause P4.16(b),
Appendix L to Particular
Specification and Systemwide (ERE)
Graphic Guidelines for interfacing
contracts
AI900 Generally sum ***
PLASTERING, RENDERING AND WALL
LININGS
Walls and columns
Cement and sand (1:3) render
AJ110.1 15mm thick; internal; to receive
ceramic tiling m2 *** *** ***
AJ110.2 15mm thick; internal; to receive
paint finish m2 *** *** ***
AJ110.3 20mm thick; external; to receive
paint finish m2 *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/16 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS (Cont'd)
Floors
Cement and sand (1:3) screed
AJ231 20mm thick; internal with metallic
hardener; steel trowelled smooth
finish; to receive paint finish m2 *** *** ***
Cement and mortar (1:3) screed
laid to fall
AJ239.1 25mm thick; external; steel
trowelled finish; to receive
waterproofing m2 *** *** ***
Concrete screed; class 20/20
AJ239.2 75mm thick; external; steel
trowelled finish m2 *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/17 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS (Cont'd)
Ceiling including sides and
soffits of attached beams
Cement and sand (1:3) plaster
AJ321 10mm thick; internal; steel
trowelled finish; to receive paint
finish m2 *** *** ***
Skirting, xxxxx, channels, wall
strings, open strings, curb
strings, cornices, mouldings and
the like
Cement and sand (1:3) screed; to
flat channel
AJ739.1 30mm average thick; 350mm wide m *** *** ***
Cement and sand (1:3) screed;
skirting
AJ739.2 20mm thick x 200mm high; on
asphalt m *** *** ***
TILING
Walls and columns
Glazed ceramic tiles to BS
6431:Part 2
AK130 150 x 150 x 6mm; to plaster;
including all necessary bedding;
internally m2 *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/18 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/19 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/20 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.1 - Ancillary Buildings Activity Xxxx I1
AMOUNT
ITEM DESCRIPTION HK$
---------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI1.1
Ancillary Buildings
Page
LSI1.1/1 ***
LSI1.1/2 ***
LSI1.1/3 ***
LSI1.1/4 ***
LSI1.1/5 ***
LSI1.1/6 ***
LSI1.1/7 ***
LSI1.1/8 ***
LSI1.1/9 ***
LSI1.1/10 ***
LSI1.1/11 ***
LSI1.1/12 ***
LSI1.1/13 ***
LSI1.1/14 ***
LSI1.1/15 ***
LSI1.1/16 ***
LSI1.1/17 ***
LSI1.1/18 ***
LSI1.1/19 ***
LSI1.1/20 ***
---------------------------------------------------------------------------
Total of Lump Sum Item LST1.1 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F240.1 Class: 40/20; concrete category A m3 *** *** ***
F240.2 Class: 40/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category A
F623 Thickness exceeding 500mm m3 *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
IN SITU CONCRETE (Cont'd)
Placing of reinforced concrete
(Cont'd)
Walls; concrete category B
F641 Thickness not exceeding 150mm m3 *** *** ***
F642 Thickness 150 - 300mm m3 *** *** ***
F643 Thickness 300 - 500mm m3 *** *** ***
Other concrete forms; concrete
category B
F680 Steps, stairs, attached beams and
landings; waist 150 - 300mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Plane vertical
G345.1 Width exceeding 1.22m m2 *** *** ***
----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Formwork finish: type F2
Plane vertical
G344.1 Width 0.4 - 1.22m m2 *** *** ***
G345.2 Width exceeding 1.22m m2 *** *** ***
Formwork finish: type F3
For beams
G381 Cross section 0.15m2 m *** *** ***
Formwork finish: type F4
Plane horizontal
G311 Width 0.1 - 0.2Mm m *** *** ***
G315 Width exceeding 1.22m m2 *** *** ***
Plane sloping
G321 Width 0.1 - 0.2m; to upper surface m *** *** ***
G325.1 Width exceeding 1.22m m2 *** *** ***
G325.2 Width exceeding 1.22m; to upper
surface m2 *** *** ***
G344.2 Plane vertical
G344.2 Width 0.4 - 1.22m m2 *** *** ***
For voids
G375 Large void; depth not exceeding
0.5m nr *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Formwork finish: type F5: with
ribbed pattern
Plane sloping
G324 Width 0.4 - 1.22m m2 *** *** ***
Plane vertical
G342 Width 0.1 - 0.2m m *** *** ***
G344.3 Width 0.4 - 1.22m m2 *** *** ***
G345.3 Width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449 and CS2:1995
G521 Nominal size not exceeding 10mm t *** *** ***
G522 Nominal size 12mm t *** *** ***
G523 Nominal size 16mm t *** *** ***
G524 Nominal size 20mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
G526 Nominal size 32mm t *** *** ***
G527 Nominal size 40mm t *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories
Finishing of top surfaces
G813.1 Class U1 finishes m2 *** *** ***
G813.2 Class U2 finishes m2 *** *** ***
Grouting under plates; 15mm thick
C30 mortar
G841 Area not exceeding 0.1m2 nr *** *** ***
----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Handrail's; stainless steel; welded
and screw fixed
N140 50mm diameter tubing fixed to 100
x 30 x 2mm thick saddle, supported
on 15mm diameter rod, 50mm girth
once bent; with end welded to 75 x
225 x 8mm thick fixing plate
bolted to wall with M10 anchor bolts m *** *** ***
Plate flooring; hot dip galvanised
mild steel to BS 729
N170 8mm thick chequer plate flooring;
including all necessary supporting
frames, welding and fixing
accessories; bolted to concrete
with M16 anchor bolts m2 *** *** ***
Metal railing; hot dip galvanised
mild steel to BS 729
N190.1 Type 3 railing 1100mm high; as
Xxxxxxx Xxxxxxxxxx Xxxxxxxx
Xxxxxxx Xx. X0000 m *** *** ***
-------------------------------------------------------------------------------------------------
To Collection of Lump Sun Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Gate: hot dip galvanised mild
steel to BS 729
N190.2 Gate 1500 x 1100mm high; to Type 3
railing; as Xxxxxxx Xxxxxxxxxx
Xxxxxxxx Xxxxxxx xx X0000 nr *** *** ***
N190.3 Cable ladders; overall size 13500
x 1300mm wide; steel frame
comprising 50 x 50 x 5mm hollow
sections, 50 x 50 x 8mm angles and
4mm thick plates; bolted with M8
anchor bolts and welded nr *** *** ***
connections; including 5700 x 2000
x 25mm thick aluminium cover
bolted to steel frame with M10
anchor bolts; fixed to staircase
and parapet with M16 anchor bolts
and 6mm thick steel plates
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK (Cont'd)
Radio antenna mast: hot dip
galvanised mild steel to BS 729
N190.4 Overall size 1000 x 1000 x 7700mm;
welded and bolted connections;
comprising 219.1mm diameter x
12.5mm thick circular hollow
section; 370 x 370 x 20mm thick
plates; 16mm diameter u-bar with
washer and nut; bolted with u-bar
and welded
accessories including 14mm
diameter rod; 76.1mm diameter 5mm
thick circular hollow section
mounting pipes; fall arrest
system; welded to steel frame;
fixed to staircase nr *** *** ***
Metal covering to recess
Stainless steel cover plate
N999.1 150mm wide m *** *** ***
N999.2 200mm wide m *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
PAINTING
Bituminous or coal tar paint
Metal, other than metal sections
and pipework
V814 Soffit surfaces and lower surfaces
inclined at an angle not exceeding
60 degrees to the horizontal m2 *** *** ***
System E painting system
Metal, other than metal sections
and pipework
V919.1 Metal gate; 3000 x 2400mm high
overall nr *** *** ***
V919.2 Post and wire fencing; 2400mm m *** *** ***
V919.3 Radio antenna mast; 7700mm high nr *** *** ***
V919.4 Metal sections; Type 3 railing,
1000mm high overall m *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
MISCELLANEOUS WORK
Fences
Metal post and wire; hot dip
galvanised mild steel to BS 729;
in No. 10 gauge 50mm mesh panel
X145 Height 2 - 2.5m m *** *** ***
Gates
Metal field gates; hot dip
galvanised mild steel to BS 729;
in No. 10 gauge 50mm mesh panel
X234 Width 2.5 - 3m; height 2 - 2.5m nr *** *** ***
Drainage to structures above
ground and within structures below
ground
Unplasticised polyvinyl chloride
pipes unplasticised to BS 4576
Part 1; solvent welded spigot and
socket joints to BS 4346 Part 1;
fixed with 10mm steel hanger and
M12 anchor bolts
X333 Downpipes; nominal bore 150mm m *** *** ***
X334.1 Bend with rodding eye; nominal
bore 150mm nr *** *** ***
X334.2 Cap end with rodding eye; nominal
bore 150mm nr *** *** ***
X334.3 Junction with rodding eye; nominal
bore 150mm nr *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
METAL CLADDING
Other specialist metal cladding
Anodised or coated aluminium
cladding to BS 2898; 0.7mm thick
with 25mm depth profile; bolted to
70 x 70 x 6mm galvanised angles
with M10 bolts and 70 x 20 x 10mm
rubber pad; filled gap with cement
mortar; fixed to concrete with M10
anchor bolts
AG271.1 Walls and attached columns; panel
not exceeding 1m2 m2 *** *** ***
AG271.2 Walls and attached columns; panel
1.0 - 1.5m2 m2 *** *** ***
AG271.3 Walls and attached columns; panel
1.5 - 2.0m2 m2 *** *** ***
SIGNS AND ADVERTISING PANELS
Design, supply and install
signage; as Particular
Specification Clause P4.16(b),
Appendix L to Particular
Specification and Systemwide (ERE)
Graphic Guidelines for interfacing
contracts
AI900 Generally sum ***
PLASTERING, RENDERING AND WALL
LININGS
Stairs and steps
Cement and sand (1:3) screed; to
receive granolithic topping
AJ639 20mm thick minimum m2 *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
PLASTERING RENDERING AND WALL
LININGS (Cont'd)
Stairs and steps (Cont'd)
Granolithic floor topping; washed
finishes
AJ640 20mm thick m2 *** *** ***
TILING
Skirtings, xxxxx, channels, wall
strings, open strings, curb
strings, cornices and the like
Ceramic surface drainage channel
AK530 20mm thick; fixed on cement sand
screed m *** *** ***
Nosing
Ceramic non-slip nosing tiles
AK630 20mm thick; fixed on cement sand
screed; in 1:3 cement mortar m *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.2 - Staircases Activity Xxxx I1
AMOUNT
ITEM DESCRIPTION HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI1.2
Staircases
Page
LSI1.2/1 ***
LSI1.2/2 ***
LSI1.2/3 ***
LSI1.2/4 ***
LSI1.2/5 ***
LSI1.2/6 ***
LSI1.2/7 ***
LSI1.2/8 ***
LSI1.2/9 ***
LSI1.2/10 ***
LSI1.2/11 ***
LSI1.2/12 ***
LSI1.2/13 ***
LSI1.2/14 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI1.2 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.3 - Cable Trenches and Activity Xxxx I1
Other Builder's Works
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Drawpits
In-situ concrete; grade 30/20; 600
x 600mm with heavy duty cast iron
cover; detail as Highway
Department Standard Drawing nr
H2159
K231.1 Depth not exceeding 1.5m nr *** *** ***
In-situ concrete; grade 32/20; 600
x 600mm with heavy duty cast iron
cover; detail as CLP drawing nr
COP101/642
K231.2 Depth not exceeding 1.5m nr *** *** ***
In-situ concrete; grade 30/20;
1800 x 1200mm with precast
concrete cover
K231.3 Depth not exceeding 1.5m nr *** *** ***
French drains, rubble drains,
ditches and trenches
Rectangular section ditches; lined
with 150mm thick grade 30/20
concrete; including 150mm thick
removable precast concrete covers
K452 Cross-sectional area: 0.25 - 0.5m2 m *** *** ***
K455 Cross-sectional area: 1 - 1.5m2 m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.3 ***
-------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.3 - Cable Trenches and Activity Xxxx I1
Other Builder's Works
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES (Cont'd)
Ducts and metal culverts
PVC cable ducts: 1 way; solvent
welded joint
K512 Diameter 100 - 150mm; in trenches;
depth not exceeding 1.5m m *** *** ***
PVC cable ducts: 2 way; solvent
welded joint
K522.1 Diameter not exceeding 100mm; in
trenches; depth not exceeding 1.5m m *** *** ***
PVC cable ducts: 3 way; solvent
welded joint
?32 Diameter 100 - 150mm; in trenches;
depth not exceeding 1.5m m *** *** ***
PVC cable ducts: 4 way; solvent
welded joint
K542.1 Diameter not exceeding 100mm; in
trenches; depth not exceeding 1.5m m *** *** ***
K542.2 Diameter 100 - 150mm; in trenches;
depth not exceeding 1.5m m *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.3 - Cable Trenches and Activity Xxxx I1
Other Builder's Works
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES (Cont'd)
Ducts and metal culverts (Cont'd)
PVC cable ducts: 6 way; solvent
welded joint
K542.3 Diameter 100 - 150mm; in trenches;
depth not exceeding 1.5m m *** *** ***
Galvanised iron cable ducts; 2
way; collar joint
K522.2 100 - 150mm; in trenches depth not
exceeding 1.5m m *** *** ***
Galvanised iron cable ducts; 4
way; collar joint
K542.4 100 - 150mm; in trenches; depth
not exceeding 1.5m m *** *** ***
Galvanised iron cable ducts; 6
way; collar joint
K542.5 100 - 150mm; in trenches; depth
not exceeding 1.5m m *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.3 - Cable Trenches and Activity Xxxx I1
Other Builder's Works
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Galvanised mild steel: hot dip to
BS 729
N190.1 Cable ducting; 100 x 100mm m *** *** ***
N190.2 Cable ducting; 225 x 225mm m *** *** ***
N190.3 Cable ducting; 200 x 100mm; in two
layers m *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.3/4 Contract No.LCC-202
Contract: No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.3 - Cable Trenches and Activity Xxxx I1
Other Builder's Works
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.3/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.3 - Cable Trenches and Activity Xxxx I1
Other Builder's Works
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
----------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.3/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.3 - Cable Trenches and Activity Xxxx I1
Other Builder's Works
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI1. 3
Cable Trenches and Other Builder's Works
Page
LSI1.3/1 ***
LSI1.3/2 ***
LSI1.3/3 ***
LSI1.3/4 ***
LSI1.3/5 ***
LSI1.3/6 ***
------------------------------------------------------------------------
Total of Lump Sum Item LSI1.3 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.4 - Road and Pavings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------
EMERGENCY ACCESS POINT NO. 6
PIPEWORK - PIPES
Concrete pipes to BS 5911: Part 100;
Class M; flexible spigot and socket
joints
Nominal Bore 225mm
I223 In trenches; depth 1.5 - 2m m *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Catchpits
In situ concrete; Grade 30/20
K232 Depth 1.5 - 2m; heavy duty Grade
150 cast iron cover to BS 1452 nr *** *** ***
PIPEWORK - SUPPORTS AND
PROTECTION, ANCILLARIES TO LAYING
AND EXCAVATION
Beds
Granular material; Class B
bedding; 100mm deep
L322 Nominal bore 200 - 300mm m *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sun Breakdown External Works - General
Lump Sun Item LSI1.4 - Road and Pavings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------------------------
EMERGENCY ACCESS POINT NO. 6
(Cont'd)
ROADS AND PAVINGS
Sub-bases flexible road bases and
surfacing
Granular material type 1 as
specified
R116 Depth 200 - 250mm m2 *** *** ***
Bituminous spray; 20mm nominal
aggregate
R352 Depth 30 - 60mm; wearing course m2 *** *** ***
Bituminous spray; 28mm nominal
aggregate
R353 Depth 60 - 100mm; base course m2 *** *** ***
Bituminous spray
R354 Depth 100 - 150mm; road base m2 *** *** ***
Xxxxx, channels and edgings
In situ concrete U-channels;
concrete Class 30/20
R671 Overall size 400mm wide x 350mm m *** *** ***
deep; straight or curved to radius
exceeding 12mm
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.4 - Road and Pavings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
EMERGENCY ACCESS POINT NO. 6
(Cont'd)
ROADS AMD PAVINGS (Cont'd)
Light duty pavement
Granular base
R713 Depth 60 - 100mm m2 *** *** ***
In situ concrete; grade 30/20
R773 Depth 60 - 100mm m2 *** *** ***
Ancillaries
Traffic signs; as Transport
Department Standard
R811 Non-illuminated; traffic sign nr
TS 102(6) nr *** *** ***
R819 Standard Highway signal poles
including foundation; single post nr *** *** ***
Surface markings; as Transport
Department Standard
R823 Letters and shapes; road marking
nr RM 1115 nr *** *** ***
R824 Continuous lines; road marking nr
RM 1109 m *** *** ***
R825.1 Intermittent lines; road marking
nr RM 1104 m *** *** ***
R825.2 Intermittent lines; road marking
nr RM 1106 m *** *** ***
----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/3 Contract No.LCC-202
Contract: No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.4 - Road and Pavings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
--------------------------------------------------------------------------------------------
EMERGENCY ACCESS POINT NO. 6
(Cont'd)
ROADS AND PAVINGS (Cont'd)
Anci11aries (Cont'd)
Traffic signs; as Transport
Department Standard (Cont'd)
R825.3 Intermittent lines; road marking
nr RM 1013 m *** *** ***
R825.4 Parking space marking nr RM 1057 m *** *** ***
PAINTING
System E painting
Metal other than metal section and
pipework
V919.1 Fences; 2 - 2.5m high overall
V919.2 Vehicular gates m *** *** ***
MISCELLANEOUS WORK
Fences
Coated metal post and bar; hot dip
galvanised to BS 729
X195.1 Height 2 - 2.5m m *** *** ***
Gates and xxxxxx
Vehicular gates; hot dip
galvanised to BS 729
X295 Width 3 - 4m nr *** *** ***
--------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/4 Contract No.LCC-202
Contract Ho. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.4 - Road and Pavings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------------------------
SIGNS AND ADVERTISING PANELS
Design, supply and install
signage; as Particular
Specification Clause P4.16(b),
Appendix L to Particular
Specification and Systemwide (ERE)
Graphic Guidelines for interfacing
contracts
AI900 Generally sum ***
MAINTENANCE ACCESS UNDER VIADUCT
ROADS AND PAVINGS
Light duty pavement
Granular base
R713 Depth 60 - 100mm m2 *** *** ***
In situ concrete; Grade 30/20
R773 Depth 60 - 100mm m2 *** *** ***
Polythene sheet
R999 0.125mm thick m2 *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.4 - Road and Pavings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.4 - Road and Pavings Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
----------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
----------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.4 - Road and pavings Activity Xxxx I1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI1.4
Road and Pavings
Page
LSI1.4/1 ***
LSI1.4/2 ***
LSI1.4/3 ***
LSI1.4/4 ***
LSIl.4/5 ***
LSI1.4/6 ***
LSI1.4/7 ***
------------------------------------------------------------------------
Total of Lump Sum Item LSI1.4 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.4/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.5 - Access Bridges Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------
EARTHWORKS
Filling
General; filled ramp
E637 Compacted grade 200 rock fill m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
R723 Rock m2 *** *** ***
IN STTU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F240 Class: 40/20; concrete category A m3 *** *** ***
Placing of mass Concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category A
F624 Thickness exceeding 500mm m3 *** *** ***
Suspended slabs; concrete category
A
F634 Thickness exceeding 500mm m3 *** *** ***
Other concrete forms; concrete
Category A
F680 Curbs; 300 x 150mm high m3 *** *** ***
-----------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.5 ***
------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.5/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.5 - Access Bridges Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F2
Plane horizontal
G315 Width exceeding 1.22m m2 *** *** ***
Plane vertical
G342 Width 0.1 - 0.2m m *** *** ***
G344 Width 0.4 - 1.22m m2 *** *** ***
G345 Width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449 and CS2:1995
G523 Nominal size 16mm t *** *** ***
G525 Nominal size 25mm t *** *** ***
G526 Nominal size 32mm t *** *** ***
G527 Nominal size 40mm t *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.5/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.5 - Access Bridges Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (Cont'd)
Concrete accessories
Finishing of top surfaces
G813.1 Type U1 m2 *** *** ***
G813.2 Type U2 m2 *** *** ***
Inserts
G832 Other inserts; X00 X-xxx;
projected from one surface of the
concrete nr *** *** ***
Grouping under plates; 1:3 cement
mortar
G841 Area not exceeding 0.1m2; maximum
25mm thick nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.5/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.5 - Access Bridges Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Stainless steel
N140 Handrails; 50mm diameter x 3mm
thick tubular stainless steel
posts and rails; nominal 1200mm
high; including 150 x 150 x 12mm
thick base plate; welded and
bolted connection m *** *** ***
SIGNS AND ADVERTISING PANELS
Design, supply and install
signage; as Particular
Specification Clause P4.16(b),
Appendix L to Particular
Specification and Systemwide (ERE)
Graphic Guidelines for interfacing
contracts
?I900 Generally sum ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.5/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.5 - Access Bridges Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", which Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.5/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.5 - Access Bridges Activity Xxxx I1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.5/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI1.5 - Access Bridges Activity Xxxx I1
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI1.5
Access Bridges
Page
LSI1.5/1 ***
LSI1.5/2 ***
LSI1.5/3 ***
LSI1.5/4 ***
LSI1.5/5 ***
LSI1.5/6 ***
-----------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSI1.5 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI1.5/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Filling
500mm thick
E642 Imported topsoil; completely
decomposed granite; inclined at
an angel of 10 - 45 degree to the
horizontal m2 *** *** ***
600mm thick
E645.1 Imported natural material other
than topsoil or rock m2 *** *** ***
1000mm thick
E645.2 Imported natural material other
than topsoil or rock m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS (Cont'd)
Landscaping
Hydroseeding
E820.1 Generally m2 *** *** ***
E820.2 Generally; inclined at an angle of
exceeding 10 degree to the
horizontal m2 *** *** ***
Shrubs; medium to large size; at
mix 2 area
E850.1 Aglaia Odorata nr *** *** ***
E850.2 Ligustrum Sinense nr *** *** ***
E850.3 Melastoma Sanguineum nr *** *** ***
Shrubs; medium to large size; at
mix 3 area
E850.4 Alocasia Odorata nr *** *** ***
E850.5 Gordonia Axillaris nr *** *** ***
E850.6 Murraya Paniculata nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS (Cont'd)
Landscaping (Cont'd)
Shrubs; medium to large size; at
mix 4 area
E850.7 Callinandra Haematocephala nr *** *** ***
E850.8 Michelia Figo nr *** *** ***
E850.9 Phyllanthus Emblica nr *** *** ***
E850.10 Pittosporum Xxxxxx xx *** *** ***
Shrubs; at mix 11 area
E850.11 Clerodendrum Kaempferi nr *** *** ***
E850.12 Ficus Microcarpa "Golden Leaf" nr *** *** ***
E850.13 Ixora Chinensis nr *** *** ***
E850.14 Jasminium Mesnyi nr *** *** ***
E850.15 Melastoma Candidum nr *** *** ***
E850.16 Melastoma Sanguineum nr *** *** ***
E850.17 Nandina Domestica nr *** *** ***
E850.18 Rhododendron Sp. nr *** *** ***
E850.19 Schefflera Arboricola nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS (Cont'd)
Landscaping (Cont'd)
Trees; whips; at woodland mix 2 area
E860.1 Acacia Mangium nr *** *** ***
E860.2 Bambus Vulgaris 'Vittata' nr *** *** ***
E860.3 Bauhinia Variegata nr *** *** ***
E860.4 Cassia Surattensis nr *** *** ***
E860.5 Cerbera Manghas nr *** *** ***
E860.6 Cinnamomum Burmanii nr *** *** ***
E860.7 Callistemon Viminalis nr *** *** ***
E860.8 Ficus Superba nr *** *** ***
E860.9 Grevillea Banksii nr *** *** ***
E860.10 Lagerstroemia Speciosa nr *** *** ***
E860.11 Macaranga Tanarius nr *** *** ***
E860.12 Pheonix Hanceana nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS (Cont'd)
Landscaping (Cont'd)
Trees; heavy standard; at GMIX 1
area
E860.13 Bombax Malabaricum nr *** *** ***
Trees; heavy standard; at woodland
mix 2 area
E860.14 Ailanthus Fordii nr *** *** ***
E860.15 Aleurites Moluccana nr *** *** ***
E860.16 Bombax Malabaricum nr *** *** ***
E860.17 Cassia Fistula nr *** *** ***
E860.18 Casuarina Equisetifolia nr *** *** ***
E860.19 Grevillea Robusta nr *** *** ***
E860.20 Livistona Chinensis nr *** *** ***
E860.21 Melaleuca Leucadendron nr *** *** ***
E860.22 Michelia Alba nr *** *** ***
E860.23 Pinus Elliotti nr *** *** ***
E860.24 Sapium Sebiferum nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS (Cont'd)
Landscaping (Cont'd)
Trees; heavy standard; at shrub
mix 3 area
E860.25 Pinus Elliotti nr *** *** ***
Trees; heavy standard
E860.26 Livistona Chinensis nr *** *** ***
Mulching; 75mm thick
E890.1 To woodland mix areas m2 *** *** ***
E890.2 To shrub mix areas m2 *** *** ***
Tree staking
E890.3 Bamboo tripod staking including
rubber hose protective sleeving
for tree trunks nr *** *** ***
Root control barrier
E890.4 1200mm deep; to heavy standard
trees nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", which Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of CESMM3
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.1 - Soft Landscaping Activity Xxxx I2
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI2.1
Soft Landscaping
Page
LSI2.1/1 ***
LSI2.1/2 ***
LSI2.1/3 ***
LSI2.1/4 ***
LSI2.1/5 ***
LSI2.1/6 ***
LSI2.1/7 ***
LSI2.1/8 ***
-----------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSI2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.2 - Hard Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Water points; overall size 165 x
290 x 1300mm high; in oval shape
Water point xxxxxxxx; stainless
steel construction; complete with
lockable door; including joint
sealant, grating and all necessary
fixing accessories
??31 15mm diameter brass easy clear bib
tap to BS 1010 part 2 connected to
20mm diameter pipe nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.2 - Hard Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
IRRIGATION WATER SYSTEM
UPVC lined galvanised steel pipes
and fittings; BS 1387; medium
grade
Vertically fixed
BC0403.1 25mm diameter m *** *** ***
Pipes laid underground
BC0403.2 25mm diameter m *** *** ***
In-line equipment
Gate Valves; bronze; fixing in
valve boxes
BC0403.3 25mm diameter nr *** *** ***
Check valves; bronze
BC0403.4 25mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.2 - Hard Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
IRRIGATION WATER SYSTEM (Cont'd)
In-line equipment (Cont'd)
Anti-vacuum valve
BC0403.5 25mm diameter nr *** *** ***
Water meter
BC0403.6 25mm diameter nr *** *** ***
Loose jumper stop cock; fixing in
water meter box
BC0403.7 25mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.2 - Hard Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.2 - Hard Landscaping Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with SECTION 7 of
CESMM3
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.2/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.2 - Hard Landscaping Activity Xxxx I2
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI2.2
Hard Landscaping
Page
LSI2.2/1 ***
LSI2.2/2 ***
LSI2.2/3 ***
LSI2.2/4 ***
LSI2.2/5 ***
-----------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSI2.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.3 - Tree Transplantation Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Landscaping
Tree transplantation; as detailed
in Appendices Q and T to
Particular Specification and
including crown pruning, root
pruning, excavating trenches,
design and construction
of rootball box, design and
construction of supporting
structures, attaching lifting gear
to the rootball box, lifting,
removal to new location,
transportation (including
routing), preparation of receptor
site and placement, backfilling,
securing, restoration at donor
site
E899.1 Tree reference nr. L02/005/#3;
Ficus microcarpa; 6m high, 0.94m
girth and 6m spread nr *** *** ***
E899.2 Tree reference nr. L02/005/#4;
Melia azedarach; 6m high, 0.79m
girth and 4m spread nr *** *** ***
E899.3 Tree reference nr. L02/005/#11;
Melia azedarach; 6m high, 1.1m
girth and 2m spread nr *** *** ***
E899.4 Tree reference nr. L02/005/#20;
Ficus microcarpa; 6m high, 0.47m
girth and 4m spread nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.3 - Tree Transplantation Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
EARTHWORKS (Cont'd)
Landscaping (Cont'd)
Tree transplantation; as
detailed in Appendices Q and
T to Particular
Specification and including
crown pruning, root pruning,
excavating trenches, design
and construction
of rootball box, design and
construction of supporting
structures, attaching
lifting gear to the rootball
box, lifting, removal to new
location, transportation
(including routing),
preparation of receptor
site and placement,
backfilling, securing,
restoration at donor site
(Cont'd)
E899.5 Tree reference nr.
L02/008/#126; Ficus virens;
6m high, 0.31m girth and 2m
spread nr *** *** ***
E899.6 Tree reference nr.
L02/008/#127; Aleurites
moluccana; 6m high, 0.31m
girth and 3m spread nr *** *** ***
E899.7 Tree reference nr.
L02/008/#139; Aleurites
moluccana; 4m high, 0.31m
girth and 2m spread nr *** *** ***
E899.8 Tree reference nr.
L02/008/#140; Aleurites
moluccana; 5m high, 0.47m
girth and 3m spread nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.3 - Tree Transplantation Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item
of work or obligation or
thing which is necessary for
the execution of the Works,
as required by the Contract,
which has been omitted from
or has not been separately
itemised in this Lump Sum
Breakdown and for which a
separate charge is required.
The unit of measurement for
any Contractor's Other
Charges shall be "sum", with
Quantity and Rate columns
entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.3 - Tree Transplantation Activity Xxxx I2
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any
method related charges items
in accordance with SECTION 7
of CESMM3
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.3/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI2.3 - Tree Transplantation Activity Xxxx I2
AMOUNT
ITEM DESCRIPTION HK$
-------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI2.3
Tree Transplantation
Page
LSI2.3/1 ***
LSI2.3/2 ***
LSI2.3/3 ***
LSI2.3/4 ***
-------------------------------------------------------
Total of Lump Sum Item LSI2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI2.3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.1 - Water Supply Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries
AH890 Water meter box; overall
size 1600 x 300 x 1000mm
high; construct in 2mm
thick stainless steel sheet
with framing and concrete
footing, including panel
doors and wire mesh windows nr *** *** ***
WATER SUPPLY
Ductile iron pipes and
fittings: BSEN 545
Vertically fixed
BC0403.1 80mm diameter m *** *** ***
Pipes laid underground
BC0403.2 80mm diameter m *** *** ***
Extra over pipes for
BC0403.3 80mm diameter bends nr *** *** ***
In-line equipment
Check meter position
BC0403.4 80mm diameter nr *** *** ***
Gate valves; cast iron;
fixing in water meter box
BC0403.5 80mm diameter nr *** *** ***
Check valves; cast iron;
fixing in water meter box
BC0403.6 80mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.1 - Water Supply Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item
of work or obligation or
thing which is necessary
for the execution of the
Works, as required by the
Contract, which has been
omitted
from or has not been
separately itemised in this
Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for
any Contractor's Other
Charges shall be "sum",
with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.1 - Water Supply Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any
method related charges
items in accordance with
SECTION 7 of CESMM3
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.1 - Water Supply Activity Xxxx I3
AMOUNT
ITEM DESCRIPTION HK$
-----------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI3.1
Water Supply
Page
LSI3.1/1 ***
LSI3.1/2 ***
LSI3.1/3 ***
-----------------------------------------------------------------------
Total of Lump Sum Item LSI3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
FIRE STREET HYDRANT SYSTEM
Equipment
Street hydrant pumps;
including cast iron body;
mechanical seal; inertia
block; anti-vibration
mounting framework; and all
accessories
BB1601.1 Duty and stand-by pumps; nr *** *** ***
flow rate 4000 l/min with
minimum 17m head
BB1601.2 Jockey pump; flow rate 60 nr *** *** ***
l/min with minimum 17m head
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
FIRE STREET HYDRANT SYSTEM
(Cont'd)
Ductile iron pipes and
fittings: BSEN545
Vertically fixed
BB1602.1 150mm diameter m *** *** ***
BB1602.2 200mm diameter m *** *** ***
Horizontally fixed
BB1602.3 150mm diameter m *** *** ***
BB1602.4 200mm diameter m *** *** ***
Laid underground
BB1602.5 150mm diameter m *** *** ***
Extra over pipes for
BB1602.6 150mm diameter bends nr *** *** ***
BB1602.7 200mm diameter bends nr *** *** ***
BB1602.8 150mm diameter tees nr *** *** ***
BB1602.9 200mm diameter tees nr *** *** ***
BB1602.10 200mm diameter reducing tees nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
FIRE STREET HYDRANT SYSTEM
(Cont'd)
In-line equipment
Gate valves; bronze
BB1603.1 25mm diameter nr *** *** ***
BB1603.2 40mm diameter nr *** *** ***
BB1603.3 50mm diameter nr *** *** ***
Gate values; cast iron
BB1603.4 80mm diameter nr *** *** ***
BB1603.5 150mm diameter nr *** *** ***
BB1603.6 200mm diameter nr *** *** ***
Gate valves; cast iron;
fixing in valve box
BB1603.7 150mm diameter nr *** *** ***
Check valves; bronze
BB1603.8 25mm diameter nr *** *** ***
BB1603.9 40mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
FIRE STREET HYDRANT SYSTEM
(Cont'd)
In-line equipment (Cont'd)
Check valves; cast iron
BB1603.10 150mm diameter nr *** *** ***
Strainers; Y-type; cast iron
BB1603.11 50mm diameter nr *** *** ***
BB1603.12 200mm diameter nr *** *** ***
Flexible connectors;
stainless steel
BB1603.13 40mm diameter nr *** *** ***
BB1603.14 50mm diameter nr *** *** ***
BB1603.15 150mm diameter nr *** *** ***
BB1603.16 200mm diameter nr *** *** ***
Ball float valves; complete
with stilling pipe
BB1603.17 80mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
FIRE STREET HYDRANT SYSTEM
(Cont'd)
In-line equipment (Cont'd)
Vortex inhibitors
BB1603.18 200mm diameter nr *** *** ***
Drain valves; bronze
BB1603.19 50mm diameter nr *** *** ***
Orifice plates
BB1603.20 25mm diameter nr *** *** ***
Puddle flanges; cast iron
BB1603.21 50mm diameter nr *** *** ***
BB1603.22 80mm diameter nr *** *** ***
BB1603.23 100mm diameter nr *** *** ***
BB1603.24 200mm diameter nr *** *** ***
Street hydrant
BB1603.25 Approved type nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/5 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
FIRE STREET HYDRANT SYSTEM
(Cont'd)
Ancillaries
Pressure gauges; fixing to
pipework
BB1603.26 Approved type nr *** *** ***
High, low and overflow water
level alarms
BB1603.27 Approved type nr *** *** ***
Pressure switches
BB1603.28 Approved type nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/6 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
ELECTRICAL AND CONTROL SYSTEM
Note:
All reference herein to
conduit shall be
understood to include
conduit, trunking, cable
tray, and all necessary
accessories as required
Local motor control panels;
including all switches, bus
bar chamber, MCCB units,
variable speed drives, motor
starters, contractors, meters,
push buttons, indicating
lamps, relays, internal
interconnecting wiring.
instruments and
accessories as required;
including glanding,
terminating cables,
earthing, bonding
Local motor control panels
(LMCP)
BB1601.1 Fire services pumps and
jockey pump motor control
panels nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/7 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
ELECTRICAL AND CONTROL
SYSTEM (Cont'd)
Electrical power supply:
including cabling to
emergency stop buttons: in
approved cables, conduits,
earth continuity and
necessary accessories to
form a complete
operational system
From local motor control
panels (LMCP) to
BB1607.1 Fire services pumps nr *** *** ***
BB1607.2 Jockey pumps nr *** *** ***
BB1607.3 Control circuits nr *** *** ***
Electrical control and
monitoring circuits;
including sensors and
instrumentation for the
automatic control and
monitoring system: all
instruments, relays,
switches,
differential pressure
sensors, high/low
temperature cut outs,
transmitters, thermostats
and conduits
From local motor control
panels (LMCP) to
BB1608.1 Fire services pumps nr *** *** ***
BB1608.2 Jockey pumps nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/8 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
SUNDRIES
Sundry items
Allow for the following
and executing in
accordance with the
Specification
BA11.1 Testing, setting to work
and commissioning the
complete installation sum ***
BA11.2 Complete integrating
testing of all building
services installations
with all interfacing works
in all areas sum ***
BA11.3 Providing all installation
drawings and
fabrication/shop drawings
as required for submission
and distribution sum ***
BA11.4 Providing all design data
as required for submission
and distribution sum ***
BA11.5 Providing all builder's
works drawings as required
for submission and
distribution sum ***
BA11.6 Providing all 'as built'
drawings as required for
submission and distribution sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/9 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following
and executing in
accordance with the
Specification (Cont'd)
BA11.7 Providing mock-ups and/or
prototypes sum ***
BA11.8 Allow for the free
maintenance and guarantees
for the period as
specified from the date of
issuance of the
Certificate of Substantial
Completion sum ***
BA11.9 Providing training of
Employer's staff for the
period and scope as
specified sum ***
BA11.10 Providing all operation
and maintenance manuals as
required for submission
and distribution sum ***
BA11.11 Providing all spares,
tools, loose keys,
lubricants and special
equipment for operating
and maintenance purposes sum ***
BA11.12 Providing all plates,
discs and labels for
identification of plant,
equipment, cables,
switches and the like sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/10 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following
and executing in
accordance with the
Specification (Cont'd)
BA11.13 Providing all fire
stopping and fire barriers sum ***
BA11.14 Providing fabricated
composite support
structures, propriety or
specialist support systems
and components,
essentially primary
supports, including
design, supply,
manufacture, installation
and coordination with
other services sum ***
BA11.15 Providing instructions,
including preventive
maintenance instruction,
equipment operation
instructions, instruction
boards and notices sum ***
BA11.16 Providing pipe, conduit,
cable sleeves and fixing
through walls, floors and
ceilings; including
approved packing materials sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/11 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
SUNDRIES (Cont'd)
Sundry items (Cont'd)
Allow for the following
and executing in
accordance with the
Specification (Cont'd)
BA11.17 Marking positions of
holes, mortices, chases
and the like sum ***
BA11.18 Providing all samples as
required for submission
and distribution sum ***
BA11.19 Providing fuel, power,
water and lighting for
testing and commissioning sum ***
BA11.20 Providing coordination
with other trades sum ***
BA11.21 Cover up and provide
protection to the whole of
the Works sum ***
BA11.22 Providing joint
commissioning of the
installation with other
contracts as necessary sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/12 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific
item of work or obligation
or thing which is
necessary for the
execution of the Works, as
required by the Contract,
which has been omitted
from or has not been
separately itemised in
this Lump Sum Breakdown
and for which a separate
charge is required.
The unit of measurement
for any Contractor's Other
Charges shall be "sum",
with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/13 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any
method related charges
items in accordance with
SECTION 7 of CESMM3
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/14 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.2 - Fire Street Hydrant System Activity Xxxx I3
AMOUNT
ITEM DESCRIPTION HK$
-------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI3.2
Fire Street Hydrant System
Page
LSI3.2/1 ***
LSI3.2/2 ***
LSI3.2/3 ***
LSI3.2/4 ***
LSI3.2/5 ***
LSI3.2/6 ***
LSI3.2/7 ***
LSI3.2/8 ***
LSI3.2/9 ***
LSI3.2/10 ***
LSI3.2/11 ***
LSI3.2/12 ***
LSI3.2/13 ***
LSI3.2/14 ***
-------------------------------------------------------
Total of Lump Sum Item LSI3.2 ***
-------------------------------------------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.3 - Utilities Works Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
SEWER AND WATER MAIN
RENOVATION AND ANCILLARY
WORKS
Diversion of existing
services
Electric
Y131.1 Underground 11kV power
line; utility reference
XXXX 101 sum ***
Y131.2 Underground 11kV power
line; utility reference
XXXX 109 sum ***
Y135.1 Overhead low voltage power
line; utility reference
XXXX 86 sum ***
Y135.2 Overhead low voltage power
line; utility reference
XXXX 87 sum ***
Y135.3 Overhead low voltage power
line; utility reference
XXXX 89 sum ***
Communications
Y162 Telecommunications;
utility reference T40;
optic fibre cable sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.3 - Utilities Works Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
SEWER AND WATER MAIN
RENOVATION AND ANCILLARY
WORKS (Cont'd)
Removal of existing services
Electric
Y935.1 Overhead low voltage power
line; utility reference
XXXX 85 sum ***
Y935.2 Overhead low voltage power
line; utility reference
XXXX 88 sum ***
Y935.3 Overhead low voltage poweR
line; utility reference
XXXX 97 sum ***
Y935.4 Overhead low voltage power
line; utility reference
XXXX 98 sum ***
Y935.5 Overhead low voltage power
line; utility reference
XXXX 103 sum ***
Y935.6 Overhead low voltage power
line; utility reference
XXXX 106 sum ***
Water
Y981 Watermain; utility reference FW53 sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.3 - Utilities Works Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific
item of work or obligation
or thing which is
necessary for the
execution of the Works, as
required by the Contract,
which has been omitted
from or has not been
separately itemised in
this Lump Sum Breakdown
and for which a separate
charge is required.
The unit of measurement
for any Contractor's Other
Charges shall be "sum",
with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.3 - Utilities Works Activity Xxxx I3
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any
method related charges
items in accordance with
SECTION 7 of CESMM3
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.3/4 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre I
Lump Sum Breakdown External Works - General
Lump Sum Item LSI3.3 - Utilities Works Activity Xxxx I3
ITEM DESCRIPTION AMOUNT
HK$
--------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI3.3
Utilities Works
Page
LSI3.3/1 ***
LSI3.3/2 ***
LSI3.3/3 ***
LSI3.3/4 ***
--------------------------------------------------------
Total of Lump Sum Item LSI3.3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSI3.3/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.1 - Commitment Cases Works (RRIW) - General
Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
-----------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK
Design, construct and fulfillment of
Commitment Works (except Pai Xxx) as
detailed in Appendix R to the
Particular Specification and to be
reviewed without objection by the
Engineer; including preserve and
protect adjacent
structure, liaison, arrangement and
co-ordination with the objectors and
all relevant parties
X990.1 Commitment No. 45 sum ***
X990.2 Commitment No. 60b sum ***
X990.3 Commitment No. 61 sum ***
X990.4 Commitment No. 69 sum ***
X990.5 Commitment No. 74 sum ***
X990.6 Commitment No. 95 sum ***
X990.7 Commitment No. 96 sum ***
X990.8 Commitment No. 109 sum ***
X990.9 Commitment No. 112 sum ***
X990.10 Commitment No. 116 sum ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.1/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.1 - Commitment Cases Works (RRIW) - General
Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.1/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.1 - Commitment Cases Works (RRIW) - General
Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with SECTION 7
of CESMM3
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.1/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.1 - Commitment Cases Works (RRIW) - General
Activity Xxxx K1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSK1.1
Commitment Cases
Page
LSK1.1/1 ***
LSK1.1/2 ***
LSK1.1/3 ***
------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSK1.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.1/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.2 - Relocation of Flag Poles Works (RRIW) - General
and Traffic Sign for Bridge Building Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
MISCELLANEOUS WORKS
X990.1 Relocation of flag poles near
Bridge Building at Ch36+640 sum ***
X990.2 Relocation of traffic signs near
Bridge Building at Ch36+640 sum ***
X990.3 Temporary demolished part of external
ground floor slab of existing
Surveillance Office and subsequent
reinstatement (approximately 9m x
1.5m on plan) sum ***
X990.4 Arrangement and maintaining parking
facilities sum ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.2/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.2 - Relocation of Flag Poles Works (RRIW) - General
and Traffic Sign for Bridge Building Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.2/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.2 - Relocation of Flag Poles Works (RRIW) - General
and Traffic Sign for Bridge Building Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with SECTION 7
of CESMM3
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.2/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and Improvement
Lump Sum Item LSK1.2 - Relocation of Flag Poles Works (RRIW) - General
and Traffic Sign for Bridge Building Activity Xxxx K1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSK1.2
Relocation of Flag Poles and Traffic Sign for Bridge Building
Page
LSK1.2/1 ***
LSK1.2/2 ***
LSK1.2/3 ***
------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSK1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.2/COL/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and
Lump sum Item LSK1.3 - Diversion of Improvement Works (RRIW) - General
Road Near San Sham Road at Ch36+700 Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material type 1 as
specified
R116 Depth 200 - 250mm m2 *** *** ***
Bituminous spray; 20mm nominal
aggregate
R352 Depth 30 - 60mm; wearing course m2 *** *** ***
Bituminous spray; 37.5mm nominal
aggregate
R353 Depth 60 - 100mm; base course m2 *** *** ***
Bituminous spray; 37.5mm nominal
aggregate
R354 Depth 150 - 200mm; road base m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.3/1 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and
Lump Sum Item LSK1.3 - Diversion of Improvement Works (RRIW) - General
Road Near San Sham Road at Ch36+700 Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.3 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.3/2 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and
Lump Sum Item LSK1.3 - Diversion of Improvement Works (RRIW) - General
Road Near San Sham Road at Ch36+700 Activity Xxxx K1
RATE AMOUNT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY HK$ HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with SECTION 7
of CESMM3
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSK1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.3/3 Contract No.LCC-202
Contract No. LCC-202, West Section Alignment and Associated Works Cost Centre K
Lump Sum Breakdown Reprovisioning, Remedial and
Lump Sum Item LSK1.3 - Diversion of Improvement Works (RRIW) - General
Road Near San Sham Road at Ch36+700 Activity Xxxx K1
AMOUNT
ITEM DESCRIPTION HK$
------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSK1.3
Diversion of Road Near San Sham Road at Ch36+700
Page
LSK1.3/1 ***
LSK1.3/2 ***
LSK1.3/3 ***
------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSK1.3 ***
---------
[SEAL]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0:26 July 2002 LSK1.3/COL/1 Contract No.LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
FORM OF TENDER
APPENDIX 2
PRICING DOCUMENT
SCHEDULE OF MILESTONES
17 December 2002 Contract No. LCC-202
Schedule of Milestones
SCHEDULE OF MILESTONES
COST CENTRE A
PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
A1 1. Submit the Contractor's Bond, Contract 28 Jan 2003
Guarantee, Undertakings and Insurances.
2. Submission of initial Works Programme in
accordance with Clause G2.6 (1) of the General
Specification.
3. Provide evidence satisfactory to the Engineer
that Professional Indemnity Insurance has been
effected.
4. Submission of the initial 3 Month Rolling
Programme in accordance with Clause G2.7(2) of
the General Specification.
5. Submission of Quality Manual, the quality
system procedures/associated system
instructions/forms, the Project Quality Plan
in accordance with G20.2(2) of the General
Specification.
6. Application to EPD for the Environmental
Permit and submission of Environmental
Monitoring Plan to EPD in accordance with
Clauses G8.1 (9) and (10) respectively of the
General Specification.
7. Submission of Safety, Health and Loss
Prevention Plan and Safety, Health and Loss
Prevention Procedures in accordance with
Clause G4.5.01(3) of the revised General
Specification Section G4 included in Appendix
N of the Particular Specification.
8. Submission of Method Statements for
instruments and installation in accordance
with Clause 51.6.02 of Standard Specification.
9. Propose the Instrumentation Sub-contractor in
accordance with Standard Specification Clause
51.3.02.
10. Submission of Plans for Monitoring, Data and
Interpretation Reports.
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
A2 1. Complete and provide facilities and office 28 Mar 2003
equipment for the Engineer's main office.
2. Obtain the Engineer's notice of no objection
to the Health & Safety Manual and Health &
Safety Plan.
3. Obtain the Engineer's notice of no objection
to the Quality Manual, the quality system
procedures/associated system
instructions/forms and the Project Quality
Plan.
4. Obtain the Engineer's notice of no objection
to the Works Programme detailing the
requirements outlined within Section G2.6(2)
of the General Specification.
5. Develop and submit the Interface Management
Plan detailing the requirements outlined in
Clause G9.5 of the General Specification.
6. Complete submission of drawings/materials
submission schedules to the satisfaction of
the Engineer.
A3 1. Issue draft CSD/SEM. 03 Jun 2003
2. Obtain the Engineer's confirmation of
effective implementation of programming,
systems assurance, quality, and environmental
management systems.
3. Successfully complete a safety audit to an
'Acceptable' standard as described in Section
G4, Health & Safety, Clause G4.6.03 of the
General Specification.
A4 1. Completion of all CSD/SEM updated to 31 Oct 2003
incorporate Project Contractor's comments.
2. Complete the construction of the piers from
Pier W58 to W60 inclusive
Schedule of Milestones
A5 1. Obtain the Engineer's confirmation of 30 Mar 2004
effective implementation of programming,
systems assurance, quality, and environmental
management system.
2. Successfully complete a safety audit to an
'Acceptable' standard as described in Section
G4, Health & Safety, Clause G4.6.03 of the
General Specification.
3. Complete the submission of all construction
drawings for the E&M installation to the
satisfaction of the Engineer.
A6 1. Obtain the Engineer's confirmation of 30 Sep 2004
effective implementation of programming,
systems assurance, quality, and environmental
management systems.
2. Successfully complete a safety audit to an
'Acceptable' standard as described in Section
G4, Health & Safety, Clause G4.6.03 of the
General Specification.
A7 1. Obtain the Engineer's confirmation of 30 Mar 2005
effective implementation of programming,
systems assurance, quality, and environmental
management systems.
2. Successfully complete a safety audit to an
'Acceptable' standard as described in Section
G4, Health & Safety, Clause G4.6.03 of the
General Specification.
A8 1. Submit first draft O&M Manual in accordance 21 Sep 2005
with clause P57.3 of the Particular
Specification.
2. Obtain the Engineer's confirmation of
effective implementation of programming,
systems assurance, quality, and environmental
management systems.
3. Successfully complete a safety audit to an
'Acceptable' standard as described in Section
G4, Health & Safety, Clause G4.6.03 of the
General Specification.
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
A9 1. Submit final draft O&M Manual in accordance 27 Mar 2006
with clause P57.3 of the Particular
Specification.
2. Obtain the Engineer's confirmation of
effective implementation of programming,
systems assurance, quality, and environmental
management systems.
3. Successfully complete a safety audit to an
'Acceptable' standard as described in Section
G4, Health & Safety, Clause G4.6.03 of the
General Specification.
A10 1. Complete preparation and submission of as- 27 July 2006
constructed drawings for Emergency Access
Point No. 6.
2. Submission of evidence satisfactory to the
Employer that Professional Indemnity Insurance
having been effected for a period of not less
than 6 years from the date of the issue of the
Substantial Completion Certificate for the
Works in accordance with the requirements of
the GCC Clause 33.1(f) and that all premiums
have been paid.
3. Submit final version of the O&M Manual in
accordance with clause P57.4 of the Particular
Specification.
4. Obtain the Engineer's confirmation of
effective implementation of programming,
systems assurance, quality, and environmental
management systems.
5. Successfully complete a safety audit to an
'Acceptable' standard as described in the
Section G4, Health & Safety, Clause G4.6.03 of
the General Specification.
A11 Substantial Completion of the Works, inclusive of 30 Sep 2006
general and special attendance, but excluding
maintenance work and work to be executed during the
Defects Liability Period and complete all Works in
the Cost Centre.
Schedule of Milestones
COST CENTRE B
GEOTECHNICAL WORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
B1 1. Completion of installation of ground 28 July 2003
instrumentation as required by Particular
Specification Clause P32.
2. Submission of updated reports and database for
instrumentation in accordance with Clause
51.13 of the Standard Specification.
B2 Completion of all works in this Cost Centre 30 Sep 2006
Schedule of Milestones
COST CENTRE C
RAMP CH 35+202 TO CH 35+372 - EARTHWORKS AND PILING
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
C1 Completion of 15% of the pre-drilling for the 28 July 2003
foundations in Site Area P3 as required by
Particular Specification Clause P31.1.
C2 Complete 50% of piling works 16 Feb 2004
C3 Complete 100% of piling works 30 Aug 2004
C4 Completion of all works in this Cost Centre 30 Mar 2006
Note:
Completion of piles is calculated on the basis of the number of piles completed.
Schedule of Milestones
COST CENTRE D
RAMP CH 35+202 TO CH 35+372 - GENERAL
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
D1 Complete the pilecap and ground beam at the 31 Oct 2003
interface with the LDB-201 Contractor (Chainage
35+202) and provide access to the LDB-201
Contractor
D2 Complete 50% of the walls and the top slab of the 30 Aug 2004
Ramp
D3 Achieve category 1 degree 1 completion for the Ramp 1 Mar 2005
and provide access to the Project Contractors
D4 Complete all works in this Cost Centre. 30 Sep 2006
Note:
Completion of the pile caps and ground beams is on the basis of the number of
pile caps and ground beams completed.
Schedule of Milestones
COST CENTRE E
VIADUCT CH 35+372 TO CH 37+077- EARTHWORK AND PILING
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
E1 Complete the piling works for piers W58, W59 and 30 April 2003
X00
X0 Completion of 15% of the pre-drilling for the 28 July 2003
foundations for piers W25 to W60 as required by
Particular Specification Clause P31.1.
E3 Complete 50% of piling works for viaduct section 30 Dec 2003
E4 Complete 100% of piling works 8 June 2004
E5 Complete 100% of the earthworks for viaduct section 15 April 2005
E6 Complete all works in this Cost Centre 30 May 2006
Notes:
1. Completion of earthworks is calculated on the basis of the volume of filling
completed for pilecap construction.
2. Completion of piling work is calculated on the basis of number of piles
completed.
Schedule of Milestones
COST CENTRE F
VIADUCT 35+372 TO CH 37+077- GENERAL
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
F1 1. Complete the construction of piers from Piers 31 Oct 2003
W58 to W60 inclusive.
2. Complete the casting of 5% of the viaduct
segment units.
F2 Complete the erection of the deck spans from Piers 29 Feb 2004
W57 to W59
F3 1. Complete the erection of 50% of the deck spans 30 Aug 2004
for the viaduct.
2. Complete the casting of 80% of the viaduct
segment units and parapets.
F4 1. Achieve category 1 degree 1 for the eastern 1 Mar 2005
portion of the viaduct from Piers W24 to W55
(approximate chainage 35+372 to 36+650) and
provide access to the Project Contractors.
2. Achieve category 1 degree 1 for the western
portion of the viaduct from Piers W55 to W67
(approximate chainage 36+650 to 37+077) and
provide access for the Project Contractors.
F5 Complete all works in this Cost Centre. 30 Jun 2006
Notes:
1. Completion of the casting of the viaduct segment units and parapet units is
calculated on the basis of the number of units complete.
2. Erection of deck spans for the viaduct is calculated on the basis of the
number of spans erected to stage 1 post tensioning.
Schedule of Milestones
COST CENTRE G
ELECTRICAL AND MECHANICAL WORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
G1 1. Achieve category 1 degree 1 for the ramp 1 Mar 2005
structure and the eastern portion of the
viaduct from Pier W24 to W55 (approximate
chainage 35+372 to 36+650) and provide access
to the Project Contractors.
2. Achieve category 1 degree 1 completion for the
western portion of viaduct from Pier W55 to
LCC-300 interface (chainage 36+650 to 37+077)
and provide access to Project Contractors.
G2 Achieve category 2 degree 3 completion to all rooms 31 Jul 2005
at Eap No. 6 and provide access to the Project
Contractors.
G3 Provide permanent power to all rooms at EAP No. 6 1 Mar 2006
for Project Contractors.
G4 Complete all works in this Cost Centre. 30 Jun 2006
Schedule of Milestones
COST CENTRE H
EXTERNAL WORKS - EARTHWORKS AND PILING
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
H1 Completion of Site formation to EAP No. 6 28 May 2003
H2 1. Complete the testing for the thickness of soft 28 July 2003
materials in the base of the ponds in Xxxx
Xxxx X0x.0 as required by Particular
Specification Clause P29.2.
2. Complete ground investigation for geotechnical
works as set out in Particular Specification
Appendix Z.
H3 Completion of the piling works. 30 June 2004
H4 Complete all works in this Cost Centre. 30 Sep 2006
Schedule of Milestones
COST CENTRE I
EXTERNAL WORKS - GENERAL
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
I1 1. Complete the construction of all the 1 Mar 2005
structures of all the ancillary buildings at
EAP No. 6.
2. Achieve category 2 degree 1 completion for EAP
no. 6
I2 Complete all works in this Cost Centre 30 Sep 2006
Schedule of Milestones
COST CENTRE J
REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
- EARTHWORKS AND PAI XXX
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
J1 Complete the earthworks for the relocation of the 28 Feb 2004
flag poles and traffic signs for the Bridge
Building.
J2 Complete all works in this Cost Centre 30 Mar 2006
Schedule of Milestones
COST CENTRE K
REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
- GENERAL
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY MILESTONE
--------------------------------------------------------------------------------
K1 Relocation of the flag poles and traffic signs for 28 Feb 2004
the Bridge Building.
K2 Complete all works in this Cost Centre 30 Jun 2006
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
FORM OF TENDER
APPENDIX 2
PRICING DOCUMENT
INTERIM PAYMENT SCHEDULE
17 December 2002 Contract No.LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-202 WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
Cost Centre A Cost Centre B Cost Centre C Cost Centre D
Valuation Calendar -------------------------------------------------------------------------------------------------
No. Month Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones
--------------------------------------------------------------------------------------------------------------------
1 Jan-03 *** A1 *** *** ***
2 Feb-03 *** *** *** ***
3 Mar-03 *** A2 *** *** ***
4 Apr-03 *** *** *** ***
5 May-03 *** *** *** ***
6 Jun-03 *** A3 *** *** ***
7 Jul-03 *** *** B1 *** C1 ***
8 Aug-03 *** *** *** ***
9 Sep-03 *** *** *** ***
10 Oct-03 *** A4 *** *** *** D1
11 Nov-03 *** *** *** ***
12 Dec-03 *** *** *** ***
13 Jan-04 *** *** *** ***
14 Feb-04 *** *** *** C2 ***
15 Mar-04 *** A5 *** *** ***
16 Apr-04 *** *** *** ***
17 May-04 *** *** *** ***
18 Jun-04 *** *** *** ***
19 Jul-04 *** *** *** ***
20 Aug-04 *** *** *** C? *** D2
21 Sep-04 *** A6 *** *** ***
22 Oct-04 *** *** *** ***
23 Nov-04 *** *** *** ***
24 Dec-04 *** *** *** ***
25 Jan-05 *** *** *** ***
26 Feb-05 *** *** *** ***
27 Mar-05 *** A7 *** *** *** D3
--------------------------------------------------------------------------------------------------------------------
Cost Centre E Cost Centre F Cost Centre G Cost Centre H
Valuation Calendar -------------------------------------------------------------------------------------------------
No. Month Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones
--------------------------------------------------------------------------------------------------------------------
1 Jan-03 *** *** *** ***
2 Feb-03 *** *** *** ***
3 Mar-03 *** *** *** ***
4 Apr-03 *** E1 *** *** ***
5 May-03 *** *** *** *** H1
6 Jun-03 *** *** *** ***
7 Jul-03 *** E2 *** *** *** H2
8 Aug-03 *** *** *** ***
9 Sep-03 *** *** *** ***
10 Oct-03 *** *** F1 *** ***
11 Nov-03 *** *** *** ***
12 Dec-03 *** E3 *** *** ***
13 Jan-04 *** *** *** ***
14 Feb-04 *** *** F2 *** ***
15 Mar-04 *** *** *** ***
16 Apr-04 *** *** *** ***
17 May-04 *** *** *** ***
18 Jun-04 *** E4 *** *** *** H3
19 Jul-04 *** *** *** ***
20 Aug-04 *** *** F3 *** ***
21 Sep-04 *** *** *** ***
22 Oct-04 *** *** *** ***
23 Nov-04 *** *** *** ***
24 Dec-04 *** *** *** ***
25 Jan-05 *** *** *** ***
26 Feb-05 *** *** *** ***
27 Mar-05 *** *** F4 *** G1 ***
-------------------------------------------------------------------------------------------------------------------
Cost Centre I Cost Centre J Cost Centre K
Valuation Calendar -------------------------------------------------------------------------
No. Month Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones
--------------------------------------------------------------------------------------------
1 Jan-03 *** *** ***
2 Feb-03 *** *** ***
3 Mar-03 *** *** ***
4 Apr-03 *** *** ***
5 May-03 *** *** ***
6 Jun-03 *** *** ***
7 Jul-03 *** *** ***
8 Aug-03 *** *** ***
9 Sep-03 *** *** ***
10 Oct-03 *** *** ***
11 Nov-03 *** *** ***
12 Dec-03 *** *** ***
13 Jan-04 *** *** ***
14 Feb-04 *** *** J1 *** K1
15 Mar-04 *** *** ***
16 Apr-04 *** *** ***
17 May-04 *** *** ***
18 Jun-04 *** *** ***
19 Jul-04 *** *** ***
20 Aug-04 *** *** ***
21 Sep-04 *** *** ***
22 Oct-04 *** *** ***
23 Nov-04 *** *** ***
24 Dec-04 *** *** ***
25 Jan-05 *** *** ***
26 Feb-05 *** *** ***
27 Mar-05 *** I1 *** ***
-------------------------------------------------------------------------------------------
[STAMP]
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.2: December 2002 IPS/1 Contract No.LCC-202
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-202 WEST SECTION ALIGNMENT AND ASSOCIATED WORKS
Cost Centre A Cost Centre B Cost Centre C Cost Centre D
Valuation Calendar --------------------------------------------------------------------------------------------------
No. Month Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones
---------------------------------------------------------------------------------------------------------------------
28 Apr-05 *** *** *** ***
29 May-05 *** *** *** ***
30 Jun-05 *** *** *** ***
31 Jul-05 *** *** *** ***
32 Aug-05 *** *** *** ***
33 Sep-05 *** A8 *** *** ***
34 Oct-05 *** *** *** ***
35 Nov-05 *** *** *** ***
36 Dec-05 *** *** *** ***
37 Jan-06 *** *** *** ***
38 Feb-06 *** *** *** ***
39 Mar-06 *** A9 *** *** C4 ***
40 Apr-06 *** *** *** ***
41 May-06 *** *** *** ***
42 Jun-06 *** *** *** ***
43 Jul-06 *** A10 *** *** ***
44 Aug-06 *** *** *** ***
45 Sep-06 *** A11 *** B2 *** *** D4
---------------------------------------------------------------------------------------------------------------------
Cost Centre E Cost Centre F Cost Centre G Cost Centre H
Valuation Calendar --------------------------------------------------------------------------------------------------
No. Month Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones
---------------------------------------------------------------------------------------------------------------------
28 Apr-05 *** E5 *** *** ***
29 May-05 *** *** *** ***
30 Jun-05 *** *** *** ***
31 Jul-05 *** *** *** G2 ***
32 Aug-05 *** *** *** ***
33 Sep-05 *** *** *** ***
34 Oct-05 *** *** *** ***
35 Nov-05 *** *** *** ***
36 Dec-05 *** *** *** ***
37 Jan-06 *** *** *** ***
38 Feb-06 *** *** *** ***
39 Mar-06 *** *** *** G3 ***
40 Apr-06 *** *** *** ***
41 May-06 *** E6 *** *** ***
42 Jun-06 *** *** F5 *** G4 ***
43 Jul-06 *** *** *** ***
44 Aug-06 *** *** *** ***
45 Sep-06 *** *** *** *** H4
---------------------------------------------------------------------------------------------------------------------
Cost Centre I Cost Centre J Cost Centre K
Valuation Calendar ------------------------------------------------------------------------
No. Month Cumulative % Milestones Cumulative % Milestones Cumulative % Milestones
-------------------------------------------------------------------------------------------
28 Apr-05 *** *** ***
29 May-05 *** *** ***
30 Jun-05 *** *** ***
31 Jul-05 *** *** ***
32 Aug-05 *** *** ***
33 Sep-05 *** *** ***
34 Oct-05 *** *** ***
35 Nov-05 *** *** ***
36 Dec-05 *** *** ***
37 Jan-06 *** *** ***
38 Feb-06 *** *** ***
39 Mar-06 *** *** J2 ***
40 Apr-06 *** *** ***
41 May-06 *** *** ***
42 Jun-06 *** *** *** K2
43 Jul-06 *** *** ***
44 Aug-06 *** *** ***
45 Sep-06 *** I2 *** ***
-------------------------------------------------------------------------------------------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.2: 26 August 2002 ???? No.1 IPS/2 Contract No.LCC-202
FORM OF TENDER ANNEX 1
APPENDIX 2 - PRICING DOCUMENT ABWFSMM
ANNEX 1
Standard Method of Measurement
Architectural Builder's Works and Finishes
July 1998 Edition
(Provided in separately bound booklet)
17 December 2002 Contract No.LCC-202
STANDARD METHOD OF MEASUREMENT ARCHITECTURAL BUILDER'S WORKS AND FINISHES
[MAP]
[LOGO]
KCR
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
East Rail Extensions
KOWLOON-CANTON RAILWAY CORPORATION
ARCHITECTURAL BUILDER'S WORKS AND FINISHES
STANDARD METHOD OF MEASUREMENT
Acknowledgement:
Kowloon-Canton Railway Corporation wish to thank The Mass Transit Railway
Corporation for making this document available for use on the KCRC East Rail
Extensions Project.
ABWF Standard Method of Measurement
ARCHITECTURAL BUILDER'S WORKS AND FINISHES
STANDARD METHOD OF MEASUREMENT
CONTENTS
Section 1. General Principles i - ii
Section 2. Work Classification iii
Class AA : Roof Tiling and Metal Roof Cladding AA/1-AA/4
Class AB : Partitions AB/1-AB/2
Class AC : Carpentry & Joinery AC/1-AC/4
Class AD : Ironmongery AD/1-AD/4
Class AE : Metal Doors and Frames AE/1-AE/4
Class AF : Metal Shutters, Windows and Louvres AF/1-AF/2
Class AG : Metal Cladding AG/1-AG/2
Class AH : Specialist Architectural Metalwork AH/1-AH/4
Class AI : Signs and Advertising Panels AI/1-AI/4
Class AJ : Plastering, Rendering and Wall Linings AJ/1-AJ/4
Class AK : Tiling AK/1-AK/4
Class AL : Flexible Sheeting and Tiling AL/1-AL/4
Class AM : Ceiling Systems AM/1-AM/4
Class AN : Sanitary Accessories AN/1-AN/2
Class AO : Stonework AO/1-AO/4
Class AP : Curtain Xxxxxxx XX/1-AP/4
Class AQ : Glass Xxxxxxx and Specialist Glazing AQ/1-AQ/6
Class AR : Skylights AR/1-AR/2
Class AS : General Glazing AS/1-AS/2
Class AT : Architectural Coatings and AT/1-AT/2
Special Finishings
July 1998
ABWF Standard Method of Measurement
SECTION 1. GENERAL PRINCIPLES
Title application and extent 1.1 The title of this document is Architectural
Builder's Works and Finishes Standard Method
of Measurement, which is abbreviated to
ABWFMM. The ABWFMM is intended to be used in
conjunction with the Conditions of Contract,
other Standard Methods of Measurement referred
to in the Preamble to the Xxxx of Quantities
and the Preamble to the Xxxx of Quantities and
only in connection with architectural
builder's works and finishes.
1.2 (a) The Classes in the ABWFMM are supplemental
to those contained in the Civil
Engineering Standard Method of
Measurement, third edition (CESMM3),
reprinted with corrections in 1992, as
amended by the Preamble to the Xxxx of
Quantities.
(b) Sections 1 to 8 of CESMM3 as amended by
the Preamble to the Xxxx of Quantities
shall apply to the preparation of Bills
of Quantities in accordance with the
ABWFMM.
(c) CESMM3 Classes A to Y as amended by the
Preamble to the Xxxx of Quantities
shall be used in preparing architectural
builder's works and finishes Bills of
Quantities insofar as the items included
in those Classes are required in the
Xxxx of Quantities.
CESMM3 Classes 2. References to Classes A to Y in the ABWFMM are
references to CESMM3 Classes and where work is
excluded from the ABWFMM and identified as
being included in any Class in CESMM3 then it
shall be measured in accordance with CESMM3
and the Preamble to the Xxxx of Quantities and
included in the Xxxx of Quantities.
i July 1998
ABWF Standard Method of Measurement
Measurement and 3. Where ABWFMM Measurement Rules require that
pricing of items of the areas of an item of work measured shall
in which other include areas occupied by another item of
items of measurable work which is itself also a
work occur separate measurable item in accordance with
the ABWFMM, the measurements of the
quantities for the former in which the latter
occurs shall include the areas occupied by
the latter. The price for the measured item
of the latter is therefore effectively extra
only over the price for the measured item of
the former.
Examples : Class AA Measurement Rule M5 "areas
of roof tiling measured shall
include areas occupied by roof
tiling ancillaries";
Class AK Measurement Rule M6 "areas
measured for work in which round
edge tiles, coves, beads, mouldings
and the like occur shall include
areas occupied by round edge tiles,
coves, beads, mouldings and the
like."
Joints 4. "Joints" referred to in the Coverage Rules of
the ABWFMM shall mean all types of joints
including but not limited to butt joints,
filler joints, movements joints, expansion and
contraction joints, control joints and the
like of any material (e.g. mortar, sealants,
backing rods, metal sections, etc), whether
within the body of an item of work and/or at
the boundary of an item of work, and shall be
deemed to include all works necessary for the
proper execution and completion of the joints.
ii July 1998
ABWF Standard Method of Measurement
SECTION 2. WORK CLASSIFICATION
Class AA : Roof Tiling and Metal Roof Cladding AA/1-AA/4
Class AB : Partitions AB/1-AB/2
Class AC : Carpentry & Joinery AC/1-AC/4
Class AD : Ironmongery AD/1-AD/4
Class AE : Metal Doors and Frames AE/1-AE/4
Class AF : Metal Shutters, Windows and Louvres AF/1-AF/2
Class AG : Metal Cladding AG/1-AG/2
Class AH : Specialist Architectural Metalwork AH/1-AH/4
Class AI : Signs and Advertising Panels AI/1-AI/4
Class AJ : Plastering, Rendering and Wall Linings AJ/1-AJ/4
Class AK : Tiling AK/1-AK/4
Class AL : Flexible Sheeting and Tiling AL/1-AL/4
Class AM : Ceiling Systems AM/1-AM/4
Class AN : Sanitary Accessories AN/1-AN/2
Class AO : Stonework AO/1-AO/4
Class AP : Curtain Xxxxxxx XX/1-AP/4
Class AQ : Glass Xxxxxxx and Specialist Glazing AQ/1-AQ/6
Class AR : Skylights AR/1-AR/2
Class AS : General Glazing AS/1-AS/2
Class AT : Architectural Coatings and Special Finishings AT/1-AT/2
iii July 1998
ABWF Standard Method of Measurement
CLASS AA : ROOF TILING AND METAL ROOF CLADDING
Includes : Roof tiling and ancillaries
Metal roof cladding and ancillaries
Roof lights forming an integral part of roof cladding
Excludes : Precast concrete slabs (included in class H)
Structural metal frames (included in class M)
Miscellaneous metal framing (included in class N)
Waterproofing work (included in class W)
Metal cladding (included in class AG)
Skylights (included in class AR)
General roofing drainage and guttering (included in BSMM)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-----------------------------------------------------------------------------------------
1 Roof tiling 1 Precast concrete tiles 1 Upper surfaces inclined
2 Plain tiles at an angle not
3 Interlocking tiles exceeding 30 DEG. to the
4 Chinese tiles horizontal m/2/
2 Upper surfaces inclined
at 30 DEG. - 60 DEG. to
the horizontal m/2/
3 Surfaces inclined at an
angle exceeding 60 DEG.
to the horizontal m/2/
4 Curved surfaces m/2/
5 Domed surfaces m/2/
6 Surfaces of width not
exceeding 300mm m
7 Surfaces of width
300mm - 1m m
8 Isolated groups of
surfaces nr
2 Roof tiling ancillaries 1 Hips m
2 Valleys m
3 Ridges m
4 Verges m
5 Xxxxx courses m
6 Ornamental tiles nr
ABWF Standard Method of Measurement
CLASS AA
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
-----------------------------------------------------------------------------------------------------------------------------------
M1 The areas measured C1 Items for work in this class A1 Where the colour of roof
shall be those of the shall be deemed to include: tiling and roof cladding
surfaces covered. No specified is not within the
deduction from the areas a) preparation of manufacturer's standard
measured shall be made for background, overlaps, colour ranges in accordance
holes and openings each not joints, mitres, angles, with BS or RAL or DIN
exceeding 0.5m/2/ in area. seams, rolls, fillets and international colour standards
the like. the item descriptions shall so
state and also identify the
b) laying to falls or colour.
cambers.
c) all cutting at square and
raking abutments, top
edges, verges and the
like, bedding and
pointing xxxxx, xxxxxx
and the like and cutting
and fitting around
outlets, pipes and the
like.
d) drilling or cutting of
other work.
e) coloured roof tiling and
roof cladding from
manufacturers standard
colour ranges in
accordance with BS or RAL
or DIN international
colour standards.
f) any other items of a
like nature to the
foregoing.
M2 Surfaces of width not D1 Roof tiling shall be C2 Items for roof tiling, other A2 Item descriptions for roof
exceeding 1m shall not be classed as to curved or than precast concrete tiles, shall tiling shall state type and size
distinguished by inclination domed surfaces only where be deemed to be single course of tiles, material on which the
or by curvature. a radius of curvature of and single layer unless tiling is to be laid, and method of
the surface is less than otherwise described. fixing.
10m.
M3 Roof tiling classed as to C3 Items for hips, valleys, ridges, A3 Tiles with special
curved or domed surfaces verges and xxxxx courses shall be features shall be identified in
shall not be distinguished by deemed to include fair ends, stop item descriptions.
inclination. ends, intersections and the like.
A4 Gauge and lap of roof tiling,
other than precast concrete tiles,
shall be stated in item descriptions.
M4 Isolated groups of D2 Isolated groups of A5 Item descriptions for roof tiling,
surfaces of different surfaces be classed as other than precast concrete tiles,
shape or dimensions shall such only where the total shall identify roof tiling with
be measured as separate surface area of each double course or double layer.
items. group does not exceed 6m/2/.
A6 Item descriptions for isolated
groups of surfaces shall identify the
work to be roofed and state its
location.
M5 Areas of roof tiling
measured shall include
areas occupied by roof tiling
ancillaries.
AA/2 July 1998
ABWF Standard Method of Measurement
CLASS AA
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-------------------------------------------------------------------------------------------------------
3 Roof cladding 1 Aluminium 1 Upper surfaces inclined at
2 Plastic clad aluminium an angle not exceeding 30 DEG.
3 Profiled aluminium to the horizontal m/2/
4 Profiled plastic clad aluminium 2 Upper surfaces inclined at
5 Galvanised mild steel 30 DEG. - 60 DEG. to the
6 Coated mild steel horizontal m/2/
7 other materials (type to be 3 Surfaces inclined at an
stated) angle exceeding 60 DEG. to
the horizontal m/2/
4 Curved surfaces m/2/
5 Domed surfaces m/2/
6 Surfaces of width not
exceeding 300mm m
7 Surfaces of width 300mm
- 1m m
8 Isolated groups of
surfaces nr
4 Roof cladding ancillaries 1 Filler pieces, ridges and
hip cappings, barge
boards and corner pieces,
flashings and the like m
2 Louvres m
3 Cranked and turned up
sheets m
4 Capped ends, finials and
the like to ridges and hip
cappings nr
5 Roof ventilators nr
5 Roof lights and special 1 Dead lights nr
sheets to roof cladding 2 Open lights nr
3 Transparent plastic sheets nr
4 Ventilator sheets nr
5 Sheets with soaker
flanges nr
AA/3 July 1998
ABWF Standard Method of Measurement
CLASS AA
(see rules at head of class on page AA/2)
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
------------------------------------------------------------------------------------------------------------------------------------
M6 Surfaces of width D3 Roof cladding shall be C4 Items for roof cladding, roof A7 Item descriptions for roof
not exceeding 1m classed as to curved or cladding ancillaries and roof lights cladding shall state:
shall not be domed surfaces only where and special sheets to roof cladding
distinguished by a radius of curvature of the shall be deemed to include a) type and minimum
inclination or by surface is less than 10m. sealants. thickness of cladding.
curvature.
M7 Roof cladding D4 Isolated groups of surfaces C5 Items for roof cladding, roof b) method of fixing the
classed as to curved shall be classed as such only cladding ancillaries and roof lights cladding and any
or domed surfaces where the total surface area and special sheets to roof cladding bedding required.
shall not be of each group does not shall be deemed to include all
distinguished by exceed 6m/2/. necessary purlins, cladding A8 Item descriptions for
inclination. rails, framing, fixings and the profiled roof cladding shall state
like necessary to fix them to the profile where specifically
the building structure. required.
M8 Isolated groups A9 Insulation forming an
of surfaces of integral part of the roof cladding
different shape or shall be identified in item
dimensions shall be descriptions and fully
measured as separate described.
items.
A10 Item descriptions for isolated
groups of surfaces shall identify
the work to be covered with roof
cladding and state its location.
M9 Areas of roof A11 Roof cladding ancillaries
cladding measured shall each be measured
shall include areas separately and fully described.
occupied by cranked
and turned up
sheets.
M10 Areas of roof A12 Roof lights and special
cladding measured sheets shall each be measured
shall include areas separately and fully described.
occupied by roof
lights and special A13 Item descriptions for sheets
sheets. with soaker flanges for pipes shall
state the size of pipes in 50mm
stages.
Note
Roof tiling and roof cladding may be measured by the number of isolated groups
of surfaces of the same shape and dimensions instead of by the length or area of
the separate surfaces.
AA/4 July 1998
ABWF Standard Method of Measurement
CLASS AB : PARTITIONS
Includes : Proprietary partitions including doors, glazed panels, access
panels, windows and skirtings
Non-proprietary partitions
Proprietary toilet cubicles including
doors and ironmongery Insulation forming an integral part of
partitions
Excludes : Brick partitions and concrete block partitions (included in class U)
Painting and architectural coatings and specialist finishings
(included in classes V and AT)
Timber doors, access panels, frames to doors and access panels, and
skirtings to non-proprietary partitions (included in AC)
Metal doors and metal windows to non-proprietary partitions
(included in classes AE and AF)
Stone partitions (included in class AO)
Glass partitions (included in class AQ)
Glass block partitions (included in class AS)
Glass to non-proprietary partitions (included in class AS)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
---------------------------------------------------------------------------------------------------------
1 Proprietary partitions 1 Partitions m
2 Ends, angles and intersections nr 1 Stops ends
2 Angles
3 Three way intersections
4 Four way intersections
3 Doors nr
4 Glazed panels nr
5 Access panels nr
6 Windows nr
2 Non-proprietary partitions 1 Partitions m
2 Forming openings for doors nr
3 Forming openings for glazed panels nr
4 Forming openings for access
panels nr
5 Forming openings for windows nr
3 Proprietary toilet cubicles nr
AB/1 July 1
ABWF Standard Method of Measurement
CLASS AB
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
----------------------------------------------------------------------------------------------------------------------------------
M1 Doors, glazed panels, access C1 Items for work in this class
panels and windows in proprietary shall be deemed to include:
partitions are included in this
class. Doors, glazed panels, a) preparation of background.
access panels and windows in
non-proprietary partitions are b) joints.
excluded from this class and
shall be classed appropriately. c) anchorages, bolts, screws
Forming openings for doors, and other fixings.
glazed panels, access panels and
windows in non-proprietary d) drilling or cutting of
partitions are included in this other work.
class.
e) any other items of a like
M2 The length measured for nature to the foregoing.
partitions shall exclude the
length of voids which
extend to the full height
of the partition other than
voids for full height doors,
glazed panels, access panels
and windows.
C2 Items for partitions shall be A1 Item descriptions for
deemed to include notching or partitions shall fully describe
framing around ducts, beams, the partitions and state the
power points or other projections. height and method of fixing
at top and bottom.
C3 Items for partitions shall be
deemed to include framing and A2 Skirtings and cable duct
linings. skirtings associated with
proprietary partitions shall be
C4 Items for doors, glazed panels, identified in item
access panels and windows in descriptions.
proprietary partitions shall be
deemed to include: A3 Item descriptions for
doors, glazed panels, access
a) forming openings in panels and windows in
partitions. proprietary partitions shall
state the size and fully
b) ironmongery, glass, describe the doors, glazed
linings, frames and the panels, access panels and
like. windows.
C5 Items for non-proprietary
partitions shall be deemed to include A4 Insulation forming an
stop ends, angles and intersections. integral part of partitions
shall be identified in item
C6 Items for forming openings for descriptions and fully
glazed panels and forming openings for described.
windows in non-proprietary partitions
shall be deemed to include frames, A5 Item descriptions for
mullions, transoms and the like. forming openings in non-
proprietary partitions shall
state the size of openings.
C7 Items for proprietary toilet A6 Items descriptions for
cubicles shall be deemed to include proprietary toilet cubicles shall
all doors, ironmongery, accessories, state the overall dimensions,
clips, brackets, fittings and the number of compartments,
like. finishing materials and
method of fixing.
AB/2 July 1998
ABWF Standard Method of Measurement
CLASS AC
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
-----------------------------------------------------------------------------------------------------------------------
M1 The lengths and areas C1 Items for carpentry and A1 Item descriptions for
measured for carpentry and joinery shall be deemed to carpentry and joinery shall
joinery items shall, subject to include: state the materials.
Rule M4, be measured net
with no allowance for joints or a) cutting, nailing, A2 Item descriptions for
laps. countersinking, circular work shall so state.
pelleting, glueing,
M2 No deduction from the plugging, screwing,
areas measured shall be made framing up, notching,
for holes and openings each holes, housing ends,
not exceeding 0.5m/2/ in area. mitres, ends, angles,
junctions, wedges, pins,
M3 The dimensions of timber short lengths, lippings,
shall be deemed to be finished stops, splayed or
sizes unless otherwise rounded edges,
described. chamfers, rebates and
grooves.
b) labour to stops and
cross grain.
c) joints, preservatives,
anchorages, bolts,
screws and all other
fixings.
d) drilling or cutting of
other work.
e) any other items of a like
nature to the foregoing.
C2 Items for carpentry and
joinery shall be deemed to be
wrought unless otherwise stated.
C3 Items for wrought timber shall
be deemed to include the extra
material necessary to
produce the finished sizes.
C4 Items for doors shall be A3 Item descriptions for
deemed to include fixing, fitting doors, access panels and trap
and hanging. doors shall state the thickness,
size and constructional details.
A4 Item descriptions for doors,
access panels and trap doors with
louvres shall be identified
separately describing the louvres
and method of fixing.
A5 Item description for doors
with glazed panels shall be
identified separately stating the
size, method of fixing, type and
thickness of glass.
AC/2 July 1998
ABWF Standard Method of Measurement
CLASS AC : CARPENTRY & JOINERY
Includes : Doors and frames including glass in doors with glazed
panel
Floors and skirtings
Shelving and fittings
Insulation
Excludes : Formwork to concrete (included in class G)
Timber components, fittings and decking (included in class O)
Timber piles (included in class P)
Timber sleepers (included in class S)
Timber fences and gates (included in class X)
Insulation forming and integral part of roof cladding, partitions,
metal cladding, suspended ceilings and curtain xxxxxxx (included in
classes AA, AB, AG, AM and AP)
Doors in proprietary partitions (included in class AB)
Doors in proprietary toilet cubicles (included in class AB)
Skirtings in proprietary partitions (included in class AB)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-----------------------------------------------------------------------
1 Doors nr 1 Solid core flush
2 Access panels and 2 Hollow core flush
trap doors nr 3 Panelled
July 1998 AC/1 July 1998
ABWF Standard Method of Measurement
CLASS AC
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-----------------------------------------------------------------------------------
3 Frames and architraves 1 Frames m
2 Architraves m
4 Floors m/2/ 1 Strip board flooring
2 Block and parquet flooring
5 Skirtings m
6 Shelving m 1 Width: not exceeding 200mm
2 200 - 300mm
3 300 - 400mm
4 stated exceeding 400mm
7 Fittings nr 1 Cupboards
2 Counters
3 Information units
4 Worktops
5 Notice boards
6 Vent louvres
8 Insulation m/2/ 1 Sheets 1 Floors
2 Quilts 2 Sloping upper surfaces
3 Boards 3 Walls
4 Loose fill 4 Soffits
AC/3 July
ABWF Standard Method of Measurement
CLASS AC
(see rules at head of class on page AC/2)
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
------------------------------------------------------------------------------------------------------------------------
M4 The full length of tenons C5 Items for frames shall be A6 Item descriptions for
and other joints shall be deemed to include bedding frames shall state cross-
included in the length of frames frames. sectional dimensions and the
and 75mm shall be added for method of fixing.
each horn unless otherwise
specified A7 Item descriptions for
architraves shall state cross-
sectional dimensions.
C6 Items for floors shall be A8 Item descriptions for strip
deemed to include sealer and board flooring shall state the
polish. size of boards and the method of
jointing and nailing. Floors
to be traversed or finished for
polishing shall so state. Floors
tongued with metal tongues
shall be so described and shall
include the tongues.
A9 Item descriptions for block
and parquet flooring shall state
the sizes of the blocks, the
pattern, method of jointing and
materials for bedding. Floors
finished for polishing shall so
state.
C7 Items for skirtings shall A10 Item descriptions for
be deemed to include grounds, skirtings shall state the
battens and the like for thickness, height and method
fixing. of fixing.
C8 Items for shelving shall A11 Item descriptions for
be deemed to include bearers, shelving shall state the
brackets and the like, of thickness and the method of
any material. fixing.
C9 Items for fittings shall A12 Item descriptions for
be deemed to include fittings shall state the overall
ironmongery. size and be identified by
reference to the Specification
and Drawings.
A13 Item descriptions for
insulation shall state the
overall nominal thickness.
AC/4 July 1998
ABWF Standard Method of Measurement
CLASS AD : IRONMONGERY
Includes : Ironmongery to timber doors, metal doors, access panels, fire hose
reel cabinet doors, kiosk and booth doors
Excludes : Ironmongery to proprietary toilet cubicles (included in class AB)
Ironmongery to joinery fittings (included in class AC)
Ironmongery to metal clad doors, stone clad doors and glass
doors (included in class AG, AO and A
Sanitary accessories (included in class AN)
Ironmongery to windows, shutters, curtain xxxxxxx, skylights,
specialist architectural metalwork and ? like complete with
ironmongery components
FIRST DIVISION SECOND DIVISION THIRD DIVISION
---------------------------------------------------------------------------------------------------------------
1 Sets nr
2 Hinges 1 Butt nr
2 Rising butt nr
3 Spring nr
4 Double action spring nr
5 Piano nr
3 Locks, latches and bolts 1 Lock cases 1 Cylinder lock cases nr
2 Mortice sash lock cases nr
3 Mortice deadlock cases nr
4 Mortice bathroom lock cases nr
5 Combined lock case sets with
handles nr
2 Latch cases 1 Mortice escape latch cases nr
2 Mortice night latch cases nr
3 Narrow style mortice
deadlatch cases nr
4 Combined latch case sets with
handles nr
3 Bolts 1 W C Indicating bolts nr
2 Lever action flush bolts and
easyclean sockets nr
4 Cylinders 1 Temporary cylinders nr
2 Permanent cylinders nr
5 Backplates nr
6 Keying systems 1 Masterkeying sum
2 Grand masterkeying sum
4 Closers and selectors 1 Light duty single action surface
mounted overhead door closers nr
2 Light duty single action transom
mounted overhead door closers nr
3 Heavy duty single action surface
mounted overhead door closers nr
4 Heavy duty single action transom
mounted overhead door closers nr
5 Door selectors nr
5 Handles 1 Lever handles nr
2 Pull handles nr
3 Backplates nr
4 Roses nr
6 Push plates nr
7 Kick plates nr
8 Accessories 1 Door stops nr
2 Spyholes nr
3 Coat hooks nr
4 Bumper hooks nr
5 Magnetic catches nr
AD/1 July 1998
ABWF Standard Method of Measurement
CLASS AD
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
----------------------------------------------------------------------------------------------------------
C1 Items for work excluding A1 Item descriptions for sets
supply and delivery shall be shall be identified by the
deemed to include: reference numbers given in
the Specification and
a) taking delivery from the Drawings.
Supplier at an agreed
point on the Site. A2 Item descriptions shall
identify ironmongery by
b) taking delivery from the stating the reference
Supplier in batches in numbers given in the
accordance with the Specification and Drawings.
Delivery Programme.
A3 Item descriptions for
c) opening packaging on ironmongery shall state the
delivery, checking surfaces to which
contents against ironmongery is fixed.
delivery schedule,
checking for damage A4 Item descriptions for
and repacking contents hinges, push plates, kick plates
after inspection for and backplates shall state the
storage. dimensions.
d) transporting items from A5 Item descriptions for
point of delivery to masterkeying shall identify the
secure store to be number of cylinders in the
provided on the Site by group of cylinders. Item
the Contractor. descriptions for grand
masterkeying shall identify the
e) transporting items from number of groups and total
secure store to point number of cylinders.
of installation including
all multiple handling.
f) assembly of components.
g) temporary works in
connection with
installation of
ironmongery.
h) any other item of a like
nature to the foregoing.
AD/2 July 1998
ABWF Standard Method of Measurement
CLASS AD
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-----------------------------------------------------
AD/3 July 1998
ABWF Standard Method of Measurement
CLASS AD
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
------------------------------------------------------------------------------------------------
C2 Items for work excluding
installation shall be deemed to
include:
a) sorting deliveries into
batches and arranging
delivery in accordance
with the Delivery
Programme.
b) delivery to a designated
point on the Site to be
agreed between the
Supplier, Engineer and
Contractor.
c) attendance on site upon
delivery; witnessing
opening of package and
checking contents for
damage; compliance with
delivery schedule; etc.
d) any other item of a like
nature to the foregoing.
C3 Items for cylinders shall
be deemed to include extension
pieces.
AD/4 July 1998
ABWF Standard Method of Measurement
CLASS AE : METAL DOORS AND FRAMES
Includes : Metal doors and frames and all associated items (e.g. transoms,
removable panels, fixed panels, etc)
Excludes : Access panel doors, fire hose reel cabinet doors, kiosk and booth
doors (included in class AH, AG and AP)
Doors forming an integral part of metal cladding systems (included in
class AG)
Stone clad doors (included in class AO)
Glass doors (included in class AQ)
Signs (included in class AI)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
------------------------------------------------------------------------------------------
1 Non-fire rated doors and frames nr 1 Stainless steel
2 Half hour fire rated doors and 2 Galvanised steel with paint
frames nr finish
3 One hour fire rated doors and 3 Mild steel with paint finish
frames nr
4 Two hours fire rated doors and
frames nr
5 Four hours fire rated doors and
frames nr
AE/1 July 1998
ABWF Standard Method of Measurement
CLASS AE
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
-------------------------------------------------------------------------------------------------------------------------------
M1 Item descriptions for items D1 The expression' with paint C1 Items for work excluding A1 Item descriptions shall
excluding supply and delivery finish' shall mean factory supply and delivery shall be identify doors and frames and
shall include features from applied paint finish. deemed to include: all associated items by
First Division only. stating the door type
a) taking delivery from the numbers given in the
Supplier at an agreed Specification and Drawings.
point on the Site.
A2 Item descriptions for air
b) taking delivery from the tight doors and frames shall
Supplier in batches in so state.
accordance with the
Delivery Programme.
c) opening packaging on
delivery, checking
contents against
delivery schedule,
checking for damage and
repacking contents after
inspection for storage.
d) transporting items from
point of delivery to
secure store to be
provided on the Site by
the Contractor.
e) transporting items from
secure store to point of
installation including
all multiple handling.
f) assembly of components of
doors and frames.
g) temporary works in
connection with
installation of doors
and frames.
h) grouting frames.
i) pointing around frames.
j) any other item of a like
nature to the foregoing.
AE/2 July 1998
ABWF Standard Method of Measurement
CLASS AE
FIRST DIVISION SECOND DIVISION THIRD DIVISION
------------------------------------------------
AE/3 July 1998
ABWF Standard Method of Measurement
CLASS AE
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
-----------------------------------------------------------------------------------------------
C2 Items for work excluding
installation shall be deemed to
include;
a) sorting deliveries into
batches and arranging
delivery in accordance
with the Delivery
Programme.
b) delivery to a designated
point on the Site to be
agreed between the
Supplier, Engineer and
Contractor.
c) attendance on site
upon delivery;
witnessing opening of
package and checking
contents for damage;
compliance with
delivery schedule,
etc.
d) any other item of a
like nature to the
foregoing.
AE/4 July 1998
ABWF Standard Method of Measurement
CLASS AF : METAL SHUTTERS, WINDOWS AND LOUVRES
Includes : Metal shutters and collapsible gates
Metal windows
Metal louvres
Bird screens, insect screens and wind guards for metal louvres
Excludes : Windows and louvres forming an integral part of curtain xxxxxxx
system (included in the class AP Glass to windows and glass louvres
(included in Class AS)
Louvres forming an integral part of the air supply or return systems
(included in BSMM)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
------------------------------------------------------------------------------------------
1 Shutters nr 1 Grille shutters 1 Stainless steel
2 Non-fire rated slat shutters 2 Galvanized steel with paint finish
3 One hour fire rated shutters 3 Mild steel with paint finish
4 Two hours fire rated shutters 4 Aluminium with paint finish
5 Four hours fire rated shutters 5 Aluminium with anodized finish
6 Collapsible gates
2 Windows nr
3 Louvres nr
AF/1 July 1998
ABWF Standard Method of Measurement
CLASS AF
ADDITIONAL DESCRIPTION
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES
---------------------------------------------------------------------------------------------------------------------
D1 The expression 'with paint C1 Items for shutters, windows A1 Item descriptions for
finish' shall mean factory and louvres shall be deemed to shutters shall identify shutters
applied paint finish. include: and all associated items by
stating the shutter type
a) preparation of numbers given in the
background. Specification and Drawings.
b) joints.
c) all ancillary items
including fixing lugs,
gaskets, weather strips,
ironmongery, glazing A2 Item descriptions for
beads, and the like. windows shall identify
windows and all associated
d) priming backs of items by stating the window
frames and rebates type numbers given in the
prior to glazing. Specification and Drawings.
e) drilling or cutting of
other work.
f) any other items of a
like nature to the
foregoing. A3 Item descriptions for
louvres shall identify louvres
C2 Items for shutters shall be and all associated items by
deemed to include guide rails. stating the louvre type
numbers given in the
C3 Items for electrically Specification and Drawings.
operated shutters shall be
deemed to include all types of A4 Bird screens, insect
motorised mechanism and screens and wind guards
power connections. where expressly required
shall be identified in item
descriptions for louvres.
AF/2 July 1998
ABWF Standard Method of Measurement
CLASS AG : METAL CLADDING
Includes : Metal cladding
Doors and access panels including glazing forming an integral
part of metal cladding
Ironmongery of doors and access panels forming an integral part
of metal cladding
Insulation forming an integral part of metal cladding
Signs and graphics forming an integral part of metal cladding
Excludes : Metal roof cladding (included in class AA)
Specialist architectural metal work (included in class AH)
Metal ceiling systems (included in class AM)
Metal cladding forming an integral part of curtain xxxxxxx
(included in class AP)
In situ painting to metalwork (included in classes V and AT)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
----------------------------------------------------------------------------------------------------------
1 System metal cladding 1 Vitreous enamelled steel 1 Walls and attached columns m/2/
2 Other specialist metal cladding 2 Galvanised mild steel 2 Isolated columns m/2/
3 Coated mild steel 3 Ceilings including sides and
4 Stainless steel soffits of attached beams m/2/
5 Anodised aluminum 4 Isolated beams m/2/
6 Coated aluminum 5 Copings m
7 Other materials (type to be 6 Doors nr
stated) 7 Access panels nr
AG/1 July 1998
ABWF Standard Method of Measurement
CLASS AG
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 No deduction from the areas D1 Coating to metal cladding C1 Items for work in this A1 Item descriptions for metal
measured shall be made for required to be stated in the class shall be deemed to cladding shall state :
holes and openings each not item descriptions in include:
exceeding 0.5m/2/ in area. accordance with Additional a) thickness (for Engineer's
Description Rules shall mean a) preparation of background. design) or minimum
factory applied finishes to thickness (for
the cladding. b) installation complete with Contractor's design),
anchorages, structural coating or surface finish
D2 Structural supporting supporting frames, metal of cladding.
frames shall mean all linings, purlins, cladding
structural members necessary rails and all other necessary b) nature of background.
to fix the metal cladding to framing and fixings.
the building structure c) method of jointing and
including all fixings, c) holes, notching and the sealing.
jointing, bolts, etc and like.
surface treatment. A2 Item descriptions for
d) all cuttings, narrow widths, circular, elliptical, spherical
trimming around openings, and like items shall so state.
access panels and obstructions
including extra framing, A3 Metal cladding with special
supports and edge trim for features and metal cladding
same. with special integral
decorations, signs and graphics
e) drilling or cutting of other shall each be measured
work. separately and described.
A4 Metal cladding which are
f) any other items of a like fully demountable for access
nature to the foregoing. (as opposed to access panels)
shall be identified in item
descriptions.
A5 Insulation forming an
integral part of metal cladding
shall be identified in item
descriptions and fully
described.
M2 Item descriptions for panels C2 Items for doors and access A6 Item descriptions shall
shall group panels within the panels, shall be deemed to include state the backing material and
following categories: frames, glass, ironmongery and all shape of panels.
accessories.
(i) not exceeding 0.Xx/0/ A7 Works to ceilings and beams
where the ceiling or beam (the
(ii) 1.0-1.5m/2/ higher in the case of attached
beams) exceeds 3.5m from
(iii) 1.5 -2.0m/2/ finished floor level shall be
given separately and so
(iv) 2.0 - 2.5m/2/ described, the height being
stated in stages of 1.5m.
(v) 2.5 - 3.0m/2/
A8 Item descriptions for doors
(vi) exceeding 3.0m/2/; size and access panels shall state
to be fully described the size.
A9 Copings shall be described
in item descriptions.
AG/2 July 1998
ABWF Standard Method of Measurement
CLASS AH : SPECIALIST ARCHITECTURAL METALWORK
Includes : Metal access panel doors
Metal fire hose reel cabinets
Metalwork to kiosks and booths
Metalwork to counters
Metal raised access floors (e.g. computer rooms)
Flexible sheeting and tiling forming an integral part of metal raised
access floors
Metal seats, bins, bollards, guard rails and other like items
Metal barriers and associated gates
Glass balustrades, metal handrails and capping pieces to glass
balustrades
Excludes : Miscellaneous metalwork (included in class N)
Metalwork to partitions (included in class AB)
Metal doors and frames (included in class AE)
Metal shutters, collapsible gates, windows and louvres (included in
class AF)
Metal cladding system (included in class AG)
Parapets to curtain xxxxxxx (included in class AP)
Glass to metal barriers (included in class AS)
In-situ painting to metalwork (included in classes V and AT)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------
1 Metal access panel doors nr
2 Metal fire hose reel cabinets nr
3 Metalwork to kiosks and booths nr
4 Metalwork to counters nr
--------------------------------------------------------------------------------
5 Metal raised access floors m/2/
AH/1 July 1998
ABWF Standard Method of Measurement CLASS AH
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
C1 Items for work in this class A1 Item descriptions shall
shall be deemed to include: identify specialist
architectural metalwork by
a) preparation of background. reference to Specification and
Drawings.
b) adhesive, framing, backing,
supports, anchorages,
brackets, bolts, matching
screws and all other fixings.
c) all labours, and stops and
returns to all labours.
d) all cutting, narrow widths,
small quantities,
intersections, holes and the
like.
e) joints.
f) gaskets, flashings and the
like.
g) ironmongery.
h) drilling or cutting of other
work.
i) holes for screws and for other
fixings.
j) drilling or cutting of other
work.
k) any other items of a like
nature to the foregoing.
C2 Items for access panel
doors, hose reel cabinets,
kiosks and booths, counters,
barriers and gates shall be
deemed to include ironmongery.
A2 Flexible sheeting and tiling
forming an integral part of
metal raised access floors shall
be identified in item
descriptions.
AH/2 July 1998
ABWF Standard Method of Measurement
CLASS AH
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------
6 Metal barriers 1 Barriers m
2 Xxxxx xx
7 Balustrades m 1 Glass balustrades
2 Metal handrails to top of
glass balustrades
3 Metal capping pieces to
bottom of glass balustrades
8 Ancillaries 1 Metal seats nr
2 Metal bins nr
3 Metal bollards nr
4 Metal guard rails m
AH/3 July 1998
ABWF Standard Method of Measurement
CLASS AH
(see rules at head of class on page AH/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
C3 Items for barriers shall be
deemed to include angles, bends,
ramps, wreaths, mitres, A3 Item descriptions for gates
intersections, ends, junctions, shall state the size.
and the like.
A4 Item descriptions shall
C4 Items for glass balustrades state the height of balustrades.
shall be deemed to include metal
balusters, stanchions, uprights, A5 Item descriptions shall
end posts, corner posts and the identify the type thickness
like. (for Engineer's design) or
minimum thickness (for
C5 Items for balustrades shall be Contractor's design) and
deemed to include angles, bends, method of fixing the glass.
ramps, wreaths, mitres,
intersections, ends, junctions A6 Item descriptions shall
and the like. identify grinding, polishing,
etching surfaces or edges and
bevelled edges.
A7 Item descriptions shall
identify the type and finish of
metal and method of fixing.
A8 Item descriptions shall
identify the type and finish of
metal and method of fixing.
AH/4 July 1998
ABWF Standard Method of Measurement
CLASS A1 : SIGNS AND ADVERTISING PANELS
Includes : Station signage Station advertising panels
Excludes : Painting letters, numerals, characters and punctuation (included
in classes V and AT)
: Signs and graphic forming an integral part of metal cladding
systems (included in class AG)
Fixing of illuminated signs and illuminated advertising panels
(included in BSMM)
Electronic information boards, electronic signs and monitors
(included in BSMM)
Portable signs
AI/1 July 1998
ABWF Standard Method of Measurement
CLASS AI
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
C1 Items for work excluding
supply and delivery shall be
deemed to include:
a) taking delivery from the
Supplier at an agreed
point on the Site.
b) taking delivery from the
Supplier in batches in
accordance with the
Delivery Programme.
c) opening packaging on
delivery, checking
contents against delivery
schedule, checking for
damage and repacking
contents after inspection
for storage.
d) transporting items from
point of delivery to
secure store to be
provided on the Site by
the Contractor.
e) transporting items from
secure store to point of
installation including
all multiple handling.
f) assembly of components,
graphics and the like.
g) temporary works in
connection with
installation of signs and
advertising panels.
h) any other item of a like
nature to the foregoing.
C2 Items for work excluding
installation shall be deemed to
include:
a) sorting deliveries into
batches and arranging
delivery in accordance
with the Delivery
Programme.
b) delivery to a designated
point on the Site to be
agreed between the
Supplier, Engineer and
Contractor.
c) attendance on site upon
delivery; witnessing
opening of package and
checking contents for
damage; compliance with
delivery schedule, etc.
d) any other item of a like
nature to the foregoing.
AI/2 July 1998
ABWF Standard Method of Measurement
CLASS AI
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------
1 Signs nr 1 Illuminated
2 Non-illuminated
2 Advertising panels nr 1 Illuminated
2 Non-illuminated
3 Individual letters, numerals and nr 1 Aluminum
characters nr 2 Stainless steel
4 Individual symbols and graphics 3 Plastic
5 Silk screen letters, numerals,
characters, symbols and graphics nr
6 Acid etched letters, numerals,
characters, symbols and graphics nr
AI/3 July 1998
ABWF Standard Method of Measurement
CLASS AI
(see rules at head of class on page AI/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
A1 Item descriptions for
signs shall identify signs and
all associated items by
stating the sign type numbers
given in the Specification and
Drawings.
A2 Item descriptions for
advertising panels shall
identify advertising panels and
all associated items by stating
the advertising panel type
numbers given in the
Specification and Drawings.
A3 Item descriptions for
individual letters, numerals and
characters shall state the
height and style.
A4 Item descriptions for
individual symbols and graphics
shall state the height.
A5 Item descriptions for
plastic shall state the type of
plastic.
M1 Silk screen letters, A6 Item descriptions for silk
numerals, characters, symbols screen letters, numerals,
and graphics and acid etched characters, symbols and
letters, numerals, characters, graphics and acid etched
symbols and graphics shall be letters, numerals, characters,
measured by the number of complete symbols and graphics of
descriptions or messages as different descriptions or
shown on Drawings or messages shall each be
described in the Specification separately identified.
instead of individual letters,
numerals, characters, symbols A7 Item descriptions for silk
and graphics in the screen letters, numerals,
descriptions or messages. characters, symbols and graphics
and acid etched letters,
numerals, characters, symbols
and graphics shall state the
surface to which the work is
applied.
AI/4 July 1998
ABWF Standard Method of Measurement
CLASS AJ : PLASTERING, RENDERING AND WALL LININGS
Includes : In situ finishes and wall linings
Excludes : Finishes to concrete (included in class G)
Paving work (included in class R)
Brickwork, blockwork and masonry (included in class U)
Painting (included in class V)
Waterproofing and roof screeds (included in class W)
Partitions (included in class AB)
Metal claddings (included in class AG)
Tiling (included in class AK)
Flexible sheeting and tiling (included in class AL)
Stone claddings (included in class AO)
Architectural coatings and special finishings (included in class AT)
AJ/1
ABWF Standard Method of Measurement
CLASS AJ
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 Internal work, external C1 Items for work in this class A1 Item descriptions for in-
work and work in plant rooms shall be deemed to include: situ finishes and wall linings
shall each be measured shall state the material and
separately either in different thickness.
Parts of an Activity Xxxx or in a) preparation of
different Activity Bills. background including A2 Item descriptions shall
bonding agents and state the surface (other than
M2 Unless otherwise stated, the like. concrete, brickwork and
areas measured shall be the blockwork) to which finishes
actual areas to which in-situ b) all cutting, narrow are applied. Item descriptions
finishes and wall linings are widths, small for sundries shall not be
applied. quantities, laying work distinguished by the surface to
in bays or between which sundries are applied.
M3 No deduction from the division or panel
areas measured shall be made strips, A3 Item descriptions for
for holes and openings each groined work, circular, elliptical, spherical
not exceeding 0.5m/2/ in area temporary rules, and like items shall so state.
or for unbracketed cornices, margins, bands,
mouldings and the like of any internal angles,
width. arrises, fair edges,
quirks, throats,
drips, coves, rebates,
grooves,
intersections.
c) fitting up to frames,
around pipes and
brackets and similar
items, and dishing to
outlets.
d) fillings to shaped
insets, recessed
manhole or similar
covers, mat sinkings,
pipe trench covers and
the like.
e) laying work to flat
surfaces, slopes, falls
and currents as
required.
f) joints, angle beads and
stops, dividing strips.
g) sealer and polish.
h) drilling or cutting of
other work.
i) any other items of a
like nature to the
foregoing.
C2 Items for work in this class
shall be deemed to be applied on
concrete, brickwork or blockwork
surfaces unless otherwise described.
AJ/2 July 1998
ABWF Standard Method of Measurement
CLASS AJ
FIRST DIVISION SECOND DIVISION THIRD DIVISION
---------------------------------------------------------------------------------------------------------------------
1 Walls and columns m/2/ 1 Render
2 Floors m/2/
3 Ceilings including sides and
soffits of attached beams m/2/
4 Sloping ceilings including sides
and soffits of attached beams 2 Plaster 1 Cement
and sloping soffits of staircases m/2/ 2 Gypsum
5 Isolated beams m/2/
6 Stairs and steps m/2/
7 Skirtings, xxxxx, channels, wall 3 Screed 1 With metallic hardener
strings, open strings, curb 2 With steel fabric reinforcement
strings, cornices, mouldings and 3 Light weight aggregate
the like m 4 Light weight aggregate with steel
fabric reinforcement
4 Granolithic
5 Terrazzo
6 Wall Linings 1 Plasterboard
2 Fire rated boards
3 Acoustic panels
4 Insulation boards
5 Composite boards
8 Sundries 1 Non-slip inserts m
AJ/3 July 1998
ABWF Standard Method of Measurement
CLASS AJ
(see rules at head of class on page AJ/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M4 Screed thicknesses shall D1 Treads and risers, C3 Items for floors shall be deemed A4 Work to ceilings and beams
be the nett thicknesses of the landings, aprons, ends, to include forming channels within where the ceiling or beam (the
screed exclusive of the edges of steps, returns and the thickness of the in-situ floor higher in the case of attached
thicknesses of any mortar beds the like shall be classed as finishes. beams) exceeds 3.5m from
which are included in the stairs and steps. finished floor level shall be
relevant items of tiling. given separately and so
C4 Items for skirtings, xxxxx, described, the height being
channels, wall strings, open stated in stages of 1.5m.
strings, curb strings, cornices, Cornices, mouldings and similar
M5 Where the finishes on sides mouldings and the like shall be items which occur in work to
and soffits of attached beams deemed to include angles, stops, ceilings and beams shall not be
are the same as on the walls intersections, fair ends, junctions, distinguished by height from
built up to the underside of wreathed corners and the like. finished floor level.
those beams the beam finishes
shall be measured with the wall A5 Skirtings, xxxxx, channels,
finishes. C5 Items for in-situ finishes shall wall strings, open strings,
be deemed to include a strip of curb strings, cornices,
lathing at junction of different mouldings and the like shall
M6 Channels not formed background materials. each be measured separately.
within the thickness of the Item descriptions shall state
in-situ floor finishes the height for skirtings, girth
shall be measured. C6 Items for in-situ finishes for xxxxx, width and depth
receiving tiling or flexible for channels, average height
sheeting or flexible tiling shall be for wall strings and open
deemed include surface finish strings, girth for curb strings,
required to receive the material girth of the visible contour
stated in item descriptions. for cornices, visible girth for
mouldings. Other like items
shall be described.
A6 Item descriptions for in-situ
finishes shall state the mix of
material, additives and, if more
than one coat, the number and
thickness of coats.
A7 Item descriptions for in-
situ finishes shall identify
patterned work.
A8 Item descriptions for in-
situ finishes receiving tiling
or flexible sheeting or flexible
tiling shall state the material
to be received. Item
descriptions for in-situ
finishes not receiving tiling or
flexible sheeting or flexible
tiling shall state the surface
finish.
A9 Item descriptions for
granolithic and terrazzo
finishes shall identify
different colours.
C7 Items for wall linings shall be A10 Item descriptions for wall
deemed to include preparation of linings shall state the type and
cut-edges, forming joints, studs, method of fixing.
battens and the like and all
fixings.
A11 Item descriptions for
non-slip inserts shall state
material and size.
AJ/4 July 1998
ABWF Standard Method of Measurement
CLASS AK : TILING
Includes : Tile units of any size (terrazzo, mosaic, ceramic, vitrified
ceramic, quarry, reconstituted granite granolithic)
Excludes : Roof tiles (included in class AA)
Render, plaster, screed and wall linings (included in class AJ)
Flexible sheeting and tiling (included in class AL)
Natural stonework units of any size (included in class AO)
AK/1 July 1998
ABWF Standard Method of Measurement
CLASS AK
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 Internal work, external C1 Items for work in this class A1 Item descriptions for tiles
work and work in plant rooms shall be deemed to include shall identify type, size and
shall each be measured preparation of background. thickness of tiles.
separately either in different
Parts of an Activity Xxxx or C2 Items for tiles shall be deemed A2 Surface finish of tiles
in different Activity Bills. to include: shall be identified in item
descriptions for tiles where
a) adhesives; bedding of any more than one type of surface
M2 Unless otherwise stated, thickness, metal anchors, metal finish is specified for the
areas measured shall be the framework, slurry of any colour same type of tiles.
actual areas to which tiling to back of tiles, grouting of
is applied. any colour, joints and dividing A3 Item descriptions for
strips. circular, elliptical, spherical
M3 No deduction from the areas and like items shall so state.
measured shall be made for b) raking out joints for and
holes and openings each not pointing flashings, bedding A4 Tiles with special features
exceeding 0.5m/2/in area. plates, bedding and pointing and tiles with special
all frames. decorations shall each be
measured separately and
c) all cutting, narrow widths, described.
small quantities, laying work
in bays or between division or A5 Where the colour of tiles
panel strips, groined work, specified is not within the
stops, temporary rules, manufacturers standard colour
margins, bands, internal ranges in accordance with BS or
angles, arrises, drips, edges, RAL or DIN international colour
ends, notching, holes and standards the item descriptions
intersections. shall so state and also
identify the colour.
d) fitting up to frames, around
pipes and brackets and similar
items, and dishing to outlets.
e) filling in to shaped insets,
recessed manhole covers, mat
sinkings, pipe trench covers
and the like.
f) laying work to flat surfaces,
slopes, fall and currents.
g) laying work in patterns.
h) sealer and polish.
i) drilling or cutting of other
work.
j) coloured tiles from
manufacturers standard colour
ranges in accordance with BS or
RAL or DIN international colour
standards.
k) any other items of a like
nature to the foregoing.
AK/2 July 1998
ABWF Standard Method of Measurement
CLASS AK
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------------------------
1 Walls and columns m/2/ 1 Terrazzo
2 Floors m/2/ 2 Mosaic
3 Ceilings including sides and 3 Ceramic
soffits of attached beams m/2/ 4 Vitrified Ceramic
4 Stairs and steps m/2/ 5 Quarry
5 Skirtings, xxxxx, channels, wall 6 Reconstituted granite
strings, open strings, curb 7 Granolithic
strings, cornices and the like m
6 Nosings m
7 Round edge tiles, coves, beads, m
mouldings and the like
8 Sundries 1 Non-slip inserts m
AK/3 July 1998
ABWF Standard Method of Measurement
CLASS AK
(see rules at head of class on page AK/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M4 Where the finishes on D1 Treads and risers, C3 Items for floors shall be deemed A6 Work to ceilings including
sides and soffits of attached landings, aprons, ends, to include forming channels in work sides and soffits of attached
beams are the same as on the edges of steps, returns and of a similar type. beams where-the ceilings and
walls built up to the the like shall be classed as beams (the higher in the case of
underside of those beams the stairs and steps. attached beams) exceeds 3.5m
beam finishes shall be C4 Items for skirtings, xxxxx, from finished floor level shall
measured with the wall channels, wall strings, open be given separately and so
finishes. strings, curb strings, cornices and described, the height being
the like and round edge tiles, stated in stages of 1.5m.
M5 The heights of tile coves, beads, mouldings and the like Cornices and similar items which
skirtings shall be based on shall be deemed to include occur in work to ceilings
tile sizes and not the angles, mitres, stops, including sides and
dimension between the intersections, fair ends, soffits of attached beams shall
finished floor surface and the junctions, wreathed corners and the not be distinguished by height
top of the tile. like including special from finished floor level.
tiles or fittings for same.
M6 Channels not formed in work
of a similar type shall be C5 Items for mosaic floor tiles A7 Skirtings, xxxxx, channels,
measured. shall be deemed to include for wall strings, open strings, curb
setting the edge tiles at junctions strings, cornices and the like
M7 Areas measured for work between floors and walls at an angle shall each be measured
in which round edge tiles, including all necessary dubbing out. separately and fully described.
coves, beads, mouldings and Item descriptions shall state
the like occur shall include the height for skirtings, girth
areas occupied by round edge for xxxxx, width and depth for
tiles, coves, beads, mouldings channels, average height for
and the like. wall strings and open strings,
girth for curb strings, girth of
the visible contour for
cornices. Other like items shall
be described.
A8 Round edge tiles, coves,
beads, mouldings and the like
shall each be measured
separately and described.
A9 Item descriptions for non-
slip inserts shall state
material and size.
NOTE
Reconstituted granite and terrazzo units of any size shall be measured under
this class and not class AO.
AK/4 July 1998
ABWF Standard Method of Measurement
CLASS AL : FLEXIBLE SHEETING AND TILING
Includes : Vinyl, linoleum and carpet sheeting and rolls
Vinyl, linoleum and carpet tiling
Excludes : Flexible sheeting and tiling forming an integral part of metal raised
access floors (included in class AH)
Skirtings to proprietary partitions (included in class AB)
Terrazzo tiles, mosaic tiles, ceramic tiles, vitrified ceramic tiles,
quarry tiles, artificial stone tiles and granolithic tiles (included
in class AK)
AL/1 July 1998
ABWF Standard Method of Measurement
CLASS AL
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 Unless otherwise stated, C1 Items for work in this class A1 Item descriptions shall
areas measured shall be the shall be deemed to include : identify type and thickness.
actual areas to which sheeting
and rolls and tiling is A2 Item descriptions for
applied. sheeting and rolls and tiling
with underlays shall identify
nature and number of underlays.
a) preparation of background.
M2 No deduction from the areas A3 Item descriptions for
measured shall be made for circular, elliptical, spherical
holes and openings each not b) adhesives and the like. and like items shall so state.
exceeding 0.5m/2/ in area.
c) all cutting, narrow widths, A4 Sheeting and rolls and tiling
small quantities, laying work with special feature and
in bays or between division or sheeting and rolls and tiling
panel strips, groined work, with special decorations shall
stops, temporary rules, each be measured separately and
internal angles, arrises, drips, described.
notching, holes, intersections,
fixing at perimeter.
d) fitting up to frames, around
pipes and brackets and similar
items, and dishing to outlets.
e) filling in to shaped insets,
recessed manhole covers, mat
sinkings, pipe trench covers
and the like.
f) laying work to flat surfaces,
slopes, falls and currents.
g) laying work in patterns.
h) joints, cover strips, dividing
strips, stair rods, holders,
clips, grippers, binder bars
and other accessories.
i) sealer and polish.
j) drilling or cutting of
other work.
k) any other items of a like
nature to the foregoing.
AL/2 July 1998
ABWF Standard Method of Measurement
CLASS AL
FIRST DIVISION SECOND DIVISION THIRD DIVISION
------------------------------------------------------------------------------------------------
1 Floors m/2/ 1 Sheeting and rolls 1 Vinyl
2 Stairs and steps m/2/ 2 Linoleum
3 Skirtings, xxxxx, channels, wall 3 Carpet
strings, open strings, curb strings
and the like m
2 Tiling 1 Vinyl
2 Linoleum
3 Carpet
4 Nosings m
AL/3 July 1998
ABWF Standard Method of Measurement
CLASS AL
(see rules at head of class on page AL/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M3 Channels not formed in D1 Treads and risers, C2 Items for floors shall be A5 Skirtings, xxxxx, channels,
work of a similar type landings, aprons, ends, deemed to include forming wall strings, open strings, curb
shall be measured. edges of steps, returns and channels in work of a similar strings and the like shall each
the like shall be classed type. be measured separately and fully
as stairs and steps. described. Item descriptions
shall state the height for
skirtings, girth for xxxxx,
C3 Items for skirtings, xxxxx, width and depth for channels,
channels, wall strings, open average height for wall strings
strings, curb strings and the like and open strings, girth for
shall be deemed to include fair curb strings. Other like items
edges, rounded edges, beaded shall be described.
edges, moulded edges, coves,
arrises, angles, mitres, ramps,
stops, intersections, fair ends,
junctions, wreathed corners,
outlets and the like.
A6 Item descriptions for tiling
shall identify the size of
tiles.
A7 Item descriptions for nosings
shall state the material and
size.
AL/4 July 1998
ABWF Standard Method of Measurement
CLASS AM : CEILING SYSTEMS
Includes : False ceilings
Insulation forming an integral part of ceiling systems
Excludes : In situ painting (included in class V)
Metal cladding (included in class AG)
Architectural coatings and special finishings (included in class AT)
Light fittings, grilles and the like (included in BSMM)
AM/1 July 1998
ABWF Standard Method of Measurement
CLASS AM
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 Internal work, external D1 Coating to ceiling C1 Items for work in this class A1 Item descriptions for ceiling
work and work in plant rooms systems, other than shall be deemed to include : systems shall state:
shall each be measured plasterboard, required to be
separately either in stated in the item a) type, material, thickness
different Parts of an descriptions in accordance a) preparation of background. (for Engineer's design) or
Activity Xxxx or in different with Additional Description minimum thickness (for
Activity Bills. Rules shall mean factory Contractor's design),
applied finishings to the b) installation complete with pattern, coating or
ceiling systems. ceiling panels or strips or surface finish.
boards, access panels,
M2 No deduction from the joints and the whole of the
areas measured shall be made suspension system (e.g. b) typical size of panels or
for holes and openings each suspension framing, angle typical width of strips.
not exceeding 0.5m/2/ in area. trims, edge trims, hangers
Where the design of the and fixings).
ceiling systems is such that
the ceiling panels or strips c) perforated panels shall be
are not butt jointed and have c) all cutting, narrow widths, so described.
spaces in between, such trimming around openings,
spaces shall not be regarded sleeves, sprinkler and
as holes or openings and no detector heads, power
deduction from the areas points, pipes, conduits and d) material, construction and
measured shall be made for the like, and grilles, finishes of the suspension
such spaces. registers and light fittings system.
not exceeding 0.5m/2/
M3 Ceiling systems shall be including extra hangers,
measured on the exposed face framing, supports, trimmers e) nature of background.
and deductions shall be made and edge trims for same.
for grilles, registers, light
fittings and the like each d) additional framing and supports A2 Ceiling systems exceeding
exceeding 0.5m/2/. etc. to bridge across ducts. 3.5m (measured to underside of
ceiling systems) from finished
M4 No distinction shall be e) preparation of cut edges. floor level shall be given
made between ceiling systems separately and so described,
fixed to main structural f) drilling or cutting of other the height being stated in
soffit and ceiling systems work. stages of 1.5m.
fixed to downstand beams.
g) any other items of a like A3 Insulation forming an
M5 Access panels and light nature to the foregoing. integral part of the ceiling
fittings, grilles, registers systems shall be identified in
and the like exceeding 0.5m/2/ item descriptions and fully
shall be enumerated described.
separately.
A4 Fire-rated ceiling systems
shall be identified with the
fire rating described.
AM/2 July 1998
ABWF Standard Method of Measurement
CLASS AM
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------------------------
1 Acoustic panel m/2/ 1 Depth of suspension: not exceeding
2 Metal clad acoustic panel m/2/ 500mm
3 Metal panel m/2/ 2 500-1000mm
4 Metal strip m/2/ 3 exceeding 1000mm
5 Metal mesh m/2/
6 Plasterboard m/2/ 4 sloping structural
soffit
5 Bulkheads
AM/3 July 1998
ABWF Standard Method of Measurement
CLASS AM
(see rules at head of class on page AM/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M6 The depth of suspension A5 Item descriptions for ceiling
of ceiling systems is systems shall state the depth of
measured from the main the suspension where it exceeds
structural soffit to the 1000mm in stages of 500mm.
lining. Notwithstanding that
the structure from which a A6 Item descriptions for ceiling
flat ceiling is suspended is systems fixed to sloping
interrupted by downstand structural soffit shall state
beams, the suspension depth the minimum and maximum depths
shall be measured to the of suspension.
main structural soffit.
C2 Items for bulkheads shall be
deemed to include for strengthening
the ceiling suspension system and
for providing and fixing runners
for the bulkhead sheeting.
AM/4 July 1998
ABWF Standard Method of Measurement
CLASS AN : SANITARY ACCESSORIES
Includes : Paper hand towel dispensers and waste bins
Electric hand dryers
Toilet roll holders
Sanitary napkin disposal units
Soap dispensers
Emergency eyewash units
Excludes : Ironmongery (included in class AD)
Mirrors (included in class AS)
Sanitary fittings (basins, WCs, urinals, cisterns, sinks,
heaters, showers and the like), taps, plugs and all associated
pipework (included in BSMM)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-------------------------------------------------------------------------------
1 Paper hand towel dispensers nr
2 Paper hand towel waste bins nr
3 Electric hand dryers nr
4 Toilet roll holders nr
5 Sanitary napkin disposal units nr
6 Soap dispensers nr
7 Sundries 1 Emergency eyewash unit nr
AN/1 July 1998
ABWF Standard Method of Measurement
CLASS AN
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
A1 Item descriptions shall
identify sanitary accessories by
reference to the Specification
and Drawings.
A2 Item descriptions for
sanitary accessories shall state
surface to which the accessories
are fixed.
AN/2 July 1998
ABWF Standard Method of Measurement
CLASS AO : STONEWORK
Includes : Natural stonework units of any size (granite, marble, slate,
limestone and sandstone)
Excludes : Ashlar masonry (included in class U)
Rubble masonry (included in class U)
Reconstituted granite and terrazzo units of any size (included in
class AK)
Stone cladding forming an integral part of curtain xxxxxxx
(included in class AP)
AO/1 July 1998
ABWF Standard Method of Measurement
CLASS AO
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 Internal and external work D1 Sizes stated in item C1 Items for work in this class A1 Item descriptions for
shall each be measured descriptions shall be shall be deemed to include stonework shall identify :
separately either in different finished sizes unless preparation of background.
Parts of an Activity Xxxx or otherwise stated. a) type, size, thickness (for
in different Activity Bills. C2 Items for stonework shall be Engineer's design) or
deemed to include: minimum thickness (for
M2 Unless otherwise stated, D2 Thickness stated in item Contractor's design) and
areas measured shall be the descriptions shall be the a) adhesive, bedding of any surface finish (polished,
actual areas to which thickness exclusive of keys, thickness, metal anchors, honed or flamed) of stone.
stonework is applied. grooves and the like. metal framework, slurry of
any colour to back of stone, b) nature of background and
M3 No deduction from the areas grouting of any colour, joints method of fixing the
measured shall be made for and dividing strips. stonework.
holes and openings each not
exceeding 0.5m/2/ in area. b) all labours, and stops and
returns to all labours. c) surface treatment to
stonework (e.g. sealer)
c) raking out joints for and where specified.
pointing flashings, bedding
plates, bedding and pointing d) book matching where
all frames. specified.
d) all cutting, narrow widths, A2 Item descriptions for
small quantities, laying work circular, elliptical, spherical
in bays or between dividing or and like items shall so state.
panel strips, groined work,
stops, temporary rules,
margins, bands, dividing
strips, internal angles,
arrises, edges, ends,
intersections, notching, and
holes.
e) fitting up to frames, around
pipes and brackets and similar
items, and dishing to outlets.
f) filling in to shaped insets,
recessed manhole covers, pipe
trench covers and the like.
g) laying work to flat surfaces,
slopes, fall and currents.
h) laying work in patterns.
i) returned ends, stoolings and
the like on stonework measured
in linear metre.
j) drilling or cutting of other
work.
k) any other items of a like
nature to the foregoing.
AO/2 July 1998
ABWF Standard Method of Measurement
CLASS AO
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------------------------
1 Walls and attached columns m/2/
2 Isolated columns m/2/
3 Floors m/2/
4 Ceilings including sides and
soffits of attached beams m/2/
5 Isolated beams m/2/
6 Stairs and steps 1 Landings m/2/
2 Spandril steps and xxxxxxx xx
3 Treads and risers m/2/
4 Nosings m
5 Wall strings m
6 Open strings m
7 Curb strings m
7 Ancillaries 1 Copings m
2 Cills m
3 Jambs m
4 Architraves m
5 Cornices m
6 Handrails m
7 Bollards nr
8 Sundries 1 Non-slip inserts m
AO/3 July 1998
ABWF Standard Method of Measurement
CLASS AO
(see rules at head of class on page AO/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
A3 Stonework to walls built
battering or with battered faces
shall be measured separately
stating the rate of batter.
A4 Works to ceilings and beams
where the ceiling or beam (the
higher in the case of attached
beams) exceeds 3.5m from
finished floor level shall be
given separately and so
described, the height being
stated in stages of 1.5m.
Cornices and similar items
which occur in work to ceilings
and beams shall not be
distinguished by height from
finished floor level.
A5 Item descriptions for
spandril steps and winders shall
state the extreme sizes.
A6 Nosings shall be described
in item descriptions.
A7 Item descriptions for wall
strings and open strings shall
state the maximum height.
Item descriptions for curb
strings shall state the girth.
A8 Ancillaries shall be
described in item descriptions.
A9 Item descriptions for non-
slip inserts shall state
material and size.
NOTE
Natural stonework units of any size, other than ashlar masonry and rubble
masonry, shall be measured under this class and not class AK.
AO/4 July 1998
ABWF Standard Method of Measurement
CLASS AP : CURTAIN XXXXXXX
Includes : Curtain xxxxxxx including anchorages, associated glazing, metal or
stone cladding
Insulation forming an integral part of curtain xxxxxxx
Excludes : Metal cladding not forming an integral part of curtain xxxxxxx
(included in class AG)
Stone cladding not forming an integral part of curtain xxxxxxx
(included in class AO)
Structural glass xxxxxxx (included in class AQ)
General glazing (included in class AS)
Building maintenance units (included in BSMM)
External lighting and associated E&M works (included in BSMM)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------
1 Vision areas m/2/ 1 Framing
2 Spandrel areas m/2/
2 Glass
3 Metal cladding
4 Stone cladding
AP/1 July 1998
ABWF Standard Method of Measurement
CLASS AP
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 No deduction from the areas D1 Coating required to be C1 Items for work in this class A1 Thermal insulation forming an
measured shall be made for stated in the item Shall be deemed to include : integral part of the curtain
holes and openings each not descriptions xxxxxxx shall be identified in
exceeding 0.5m/2/ in area. in accordance with a) preparation of background. item descriptions.
Additional Description Rules
shall mean factory applied b) backing, guide rails, fixing
finishes. and cleaning eyes, supports,
anchorages, fastenings, and
the like unless otherwise
specified.
c) ironmongery.
d) special units and members at
angles, corners, junction, and
the like.
e) closures, covers, copings,
flashings, heads, cills,
trims, gaskets and the like.
f) fire break insulation.
g) joints.
h) opening lights including all
fixings.
i) drilling or cutting of other
work.
j) any other items of a like
nature to the foregoing.
A2 Item descriptions for framing
shall identify the material and
coating of the framing members,
and size of typical bay.
M2 Glass shall be measured over
all framing. A3 Item descriptions for glass
shall identify the type,
M3 Different types of glass thickness (for Engineer's
within a panel shall be design) or minimum thickness
measured separately. (for Contractor's design),
coating and method of fixing
the glass, and size of the
typical bay of the framing to
which the glass is fixed.
M4 Metal cladding shall be A4 Item descriptions for metal
measured over all framing. cladding shall identify type,
thickness (for Engineer's
design) or minimum thickness
(for Contractor's design),
surface finish or coating of
cladding, method of fixing the
cladding and size of the typical
bay of the framing to which the
cladding is fixed.
M5 Stone cladding shall be A5 Item descriptions for stone
measured over all framing. cladding shall identify type,
thickness (for Engineer's
design) or minimum thickness
(for Contractor's design),
surface finish and surface
treatment of cladding, method of
fixing the cladding and size of
the typical bay of the framing
to which the cladding is fixed.
AP/2 July 1998
ABWF Standard Method of Measurement
CLASS AP
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------
3 Louvres m/2/
4 Soffit cladding m/2/
5 Parapets m
6 Ancillaries 1 Manifestations m
AP/3 July 1998
ABWF Standard Method of Measurement
CLASS AP
(see rules at head of class on page AP/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M6 Louvres shall be measured A6 Item descriptions for louvres
over all framing. shall identify material, and
coating or surface finish.
M7 Soffit cladding shall be A7 Item descriptions for soffit
measured over all framing. cladding shall identify
material, and coating or surface
finish.
A8 Item descriptions for soffit
cladding where the soffit
exceeds 3.5m from finished floor
level shall be given separately
and so described, the height
being stated in stages of 1.5m.
M8 Parapets shall be measured A9 Item descriptions for
over all framing. parapets shall state the height.
AP/4 July 1998
ABWF Standard Method of Measurement
CLASS AQ : Glass Xxxxxxx and Specialist Glazing
Includes : Glass xxxxxxx, glass doors, glass screens, glass lining
Ironmongery forming an integral part of structural glass xxxxxxx
and specialist glazing
Excludes : Glass in glazed panels in proprietary partitions (included in
class AB)
Glass in timber doors with glazed panels (included in class AC)
Glass to metal barriers (included in class AH)
Glass to signs (included in class AI)
Glass to curtain xxxxxxx (included in class AP)
Glass to skylights (included in class AR)
General glazing (included in class AS)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-------------------------------------------------------------------------------
1 Structural glass xxxxxxx m
AQ/1 July 1998
ABWF Standard Method of Measurement
CLASS AQ
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------
2 Unframed glass screens m/2/ 1 Glass
3 Unframed glass linings m/2/
2 Metal cladding
3 Stone cladding
4 Louvres
AQ/3 July 1998
ABWF Standard Method of Measurement
CLASS AQ
(see rules at head of class on page AQ/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M3 Glass shall be measured D2 Unframed glass screens A4 Item descriptions for glass
over all framing. shall mean unframed glass shall identify the type,
panels forming a full or part thickness (for Engineer's
height screen. design) or minimum thickness
(for Contractor's design),
M4 Different types of glass coating and method of fixing the
within a panel shall be glass, and size of the typical
measured separately. bay of the framing to which the
glass is fixed.
M5 Metal cladding shall be D3 Unframed glass linings A5 Item descriptions for metal
measured over all framing. shall mean glass panels fixed cladding shall identify type,
to another surface (e.g. thickness (for Engineer's
concrete, timber and the like) design) or minimum thickness
to form a decorative face. (for Contractor's design),
surface finish or coating of
cladding, method of fixing the
cladding and size of the typical
bay of the framing to which the
cladding is fixed.
M6 Stone cladding shall be A6 Item descriptions for stone
measured over all framing. cladding shall identify type,
thickness (for Engineer's
design) or minimum thickness
(for Contractor's design),
surface finish and surface
treatment of cladding, method of
fixing the cladding and size of
the typical bay of the framing
to which the cladding is fixed.
M7 Louvres shall be measured A7 Item descriptions for louvres
over all framing. shall identify material and
coating or surface finish.
AQ/4 July 1998
ABWF Standard Method of Measurement
CLASS AQ
FIRST DIVISION SECOND DIVISION THIRD DIVISION
--------------------------------------------------------------------------------
4 Framed glass screens m/2/ 1 Framing
5 Framed glass linings m/2/
2 Glass
3 Metal cladding
4 Stone cladding
5 Louvres
6 Glass doors nr
7 Ancillaries 1 Manifestations m
2 Glass fins nr
AQ/5 July 1998
ABWF Standard Method of Measurement
CLASS AQ
(see rules at head of class on page AQ/2)
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
D4 Framed glass screens shall A8 Item descriptions for
mean framed glass panels framing shall identify the
forming a full or part height material and coating of the
screen. framing members, and size of
typical bay.
M8 Glass shall be measured D5 framed glass linings shall A9 Item descriptions for
over all framing. mean glass panels fixed to glass shall identify the
another surface (e.g. type, thickness (for
M9 Different types of glass concrete, timber and the Engineer's design) or
within a panel shall be like) to form a decorative minimum thickness (for
measured separately. face. Contractor's design),
coating and method of fixing
the glass, and size of the
typical bay of the framing
to which the glass is fixed.
M10 Metal cladding A10 Item descriptions for
shall be measured over all metal cladding shall
framing. identify the type, thickness
(for Engineer's design) or
minimum thickness (for
Contractor's design),
surface finish or coating of
cladding, method of fixing
the cladding and size of the
typical bay of the framing
to which the cladding is
fixed.
M11 Stone cladding A11 Item descriptions for
shall be measured over all stone cladding shall
framing. identify type, thickness
(for Engineer's design) or
minimum thickness (for
Contractor's design),
surface finish and surface
treatment of cladding,
method of fixing the
cladding and size of the
typical bay of the framing
to which the cladding is
fixed.
M12 Louvres shall be A12 Item descriptions for
measured over all framing. louvres shall identify material
and coating or surface finish.
A13 Item descriptions shall
identify glass doors and all
associated items by stating
the door type numbers given
in the Specification and
Drawings.
A14 Item descriptions shall
state the height, width and
thickness (for Engineer's
design) or minimum thickness
(for Contractor's design) of
glass fins.
AQ/6 July 1998
ABWF Standard Method of Measurement
CLASS AR : SKYLIGHTS
Includes : Skylights including glass and plastic to skylights
Work ancillary to skylights (e.g. dead lights, open lights, smoke
vents and the like)
Ironmongery forming an integral part of skylights
Excludes : Roof tiling and ancillaries (included in class AA)
Metal roof cladding ancillaries (included in class AA)
Roof lights forming an integral part of metal roof cladding
(included in class AA)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
------------------------------------------------------------------------------------------------
1 Skylights nr 1 Framing
2 Float glass 1 Area : not exceeding 0.Xx/0/
3 Tempered glass 2 1.0-2.0m/2/
4 Laminated glass 3 2.0-3.0m/2/
5 Polycarbonate sheets 4 stated exceeding 3.0m/2/
6 Polycarbonate sheets
with surface hardening
treatment
7 Perspex sheets
8 Other materials (type
to be stated)
AR/1 July 1998
ABWF Standard Method of Measurement
CLASS AR
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
D1 Coating required to be C1 Items for skylights shall be A1 Skylights shall be
stated in the item deemed to include : identified in item
descriptions in accordance descriptions by reference to
with Additional Description a) preparation of background. Drawings.
Rules shall mean factory
applied finishes. b) installation complete with
supporting frames and fixings.
c) ironmongery.
d) flashings, soakers and other
forms of waterproofing and
drainage forming an integral
part of skylights.
e) all trimming around openings,
cleaning eyes and
obstructions, including extra
framing supports and edge
trim for same.
f) joints.
g) gaskets.
h) drilling or cutting of other
work.
i) any other items of a like
nature to the foregoing.
A2 Item descriptions for
framing shall identify the
material and coating of the
framing members.
M1 Each pane of glass or sheet D2 Regular shapes shall be A3 Item descriptions for
or panel of leadlight glazing deemed to be rectangular or glass and sheets shall
shall be measured. square. identify the type, thickness
(for Engineer's design) or
M2 Panes of glass or sheet of minimum thickness (for
irregular shape shall be Contractor's design), coating
measured the smallest and method of fixing the
rectangular area out of glass or sheet.
which such irregular shape
can be cut. A4 Item descriptions shall
identify grinding, polishing,
etching surfaces or edges and
bevelled edges.
A5 Item descriptions shall
identify work which is curved.
A6 Item descriptions for glass
or sheet shall separately
identify work of irregular
shapes.
AR/2 July 1998
ABWF Standard Method of Measurement
CLASS AS : GENERAL GLAZING
Includes : Glass to windows and metal barriers
Mirrors
Glass louvres
Glass blocks
Plastic sheet
Excludes : Glass in glazed panels in proprietary partitions (included in
class AB)
Glass in timber doors with glazed panel (included in class AC)
Glass to metal cladding doors (included in class AG)
Glass and plastic to signs (included in class AI)
Glass to curtain xxxxxxx (included in Class AP)
Glass doors (included in class AQ)
Glass balustrading (included in class AQ)
Glass linings (included in class AQ)
Glass and plastic to skylights (included in class AR)
FIRST DIVISION SECOND DIVISION THIRD DIVISION
-------------------------------------------------------------------------------------------------
1 Glass m/2/ 1 Float 1 Area : not exceeding 0.1m/2/
2 Tempered 2 0.1 - 0.3m/2/
3 Laminated 3 0.3 - 0.5m/2/
4 Bullet resistant 4 0.5 - 1m/2/
5 Wired 5 stated exceeding 1m/2/
2 Glass louvres m
3 Plastic sheet m/2/ 1 Polycarbonate 1 Area : not exceeding 0.1m/2/
2 Polycarbonate with surface 2 0.1 - 0.3m/2/
hardening treatment 3 0.3 - 0.5m/2/
3 Perspex 4 0.5 - 1m/2/
5 stated exceeding 1m/2/
4 Holes nr 1 In glass
2 In plastic sheet
5 Mirrors nr
6 Glass blockwork m/2/
AS/1 July 1998
ABWF Standard Method of Measurement
CLASS AS
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 Each pane of glass or D1 Regular shapes shall be C1 Items for work in this class A1 Item descriptions shall
plastic sheet or panel of deemed to be rectangular or shall be deemed to include : identify the quality,
leadlight glazing shall be square. thickness (for Engineer's
measured. a) preparation of background. design) or minimum
thickness (for Contractor's
M2 Panes of glass, plastic b) joints. design), method of fixing
sheet and mirrors of irregular the glass, glass louvres,
shape shall be measured the c) drilling or cutting of other plastic sheet and mirrors.
smallest rectangular area out work.
of which such irregular shape A2 Item descriptions shall
can be cut. d) any other items of a like identify grinding,
nature to the foregoing. polishing, etching surfaces
or edges and bevelled edges.
C2 Items for mirrors shall be
deemed to include : A3 Item descriptions shall
identify work which is
a) silvering. curved.
b) plywood or other backings. A4 Item descriptions for
glass, plastic sheet and
c) screws and other fixings. mirrors shall separately
identify work of irregular
d) holes for screw and other shapes.
fixings
A5 Item descriptions for
C3 Items for glass blockwork glass louvres shall state
shall be deemed to include the width, number and
general bedding, bedding at finish to edges.
the perimeter and
reinforcement to joints. A6 Item descriptions for
holes in glass and holes
in plastic sheet shall state
the size of the hole and
type and thickness of the
glass or plastic sheet and
the size of the pane.
A7 Item descriptions for
glass blockwork shall state
the size of blocks.
AS/2 July 1998
ABWF Standard Method of Measurement
CLASS AT : ARCHITECTURAL COATINGS AND SPECIAL FINISHINGS
Includes : In situ enamel paint, metallic paint, intumescent paint, stains,
varnish, clear finishing and textured coating
Wallpaper
Excludes : Road surface marking (included in class R)
In situ lead, iron or zinc based primer paint, etch primer paint,
oil paint, alkyd gloss paint, emulsion paint, cement paint, epoxy or
polyurethane paint, bituminous or coal tar paint (included in
class V)
Painting to pipework (included in class V)
Silk screen and acid etched letters, numerals, characters, symbols
and graphics (included in class AI)
Painting to building services pipework (included in BSMM)
Painting carried out prior to delivery of components to the Site
FIRST DIVISION SECOND DIVISION THIRD DIVISION
---------------------------------------------------------------------------------------------------------------
1 Enamel paint 1 Metal other than metal 1 Upper surfaces inclined at an
2 Metallic paint sections angle not exceeding 30 DEG. to the
3 Intumescent paint 2 Timber horizontal m/2/
4 Stains 3 Concrete 2 Upper surfaces inclined at 30 DEG.
5 Varnish, or clear finishing 4 Plaster and render 60 DEG. to the horizontal m/2/
6 Textured coating 5 Masonry 3 Surfaces inclined at an angle
7 Wall paper 6 Brickwork and blockwork exceeding 60 DEG. to the horizontal m/2/
4 Soffit surfaces and lower
surfaces inclined at an angle not
exceeding 60 DEG. to the horizontal m/2/
5 Isolated surfaces of width or
girth not exceeding 500mm m/2/
6 Letters, numerals, characters,
punctuation and the like nr
7 Metal sections m/2/
AT/1 July 1998
ABWF Standard Method of Measurement
CLASS AT
MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES
------------------------------------------------------------------------------------------------------------------------------------
M1 Internal and external work C1 Items for work in this class shall A1 Preparation of surfaces
shall each be measured be deemed to include preparation of shall be identified in item
separately either in different surfaces before painting or hanging descriptions where more than
Parts of an Activity Xxxx or in wall paper. one type of preparation is
different Activity Bills. specified for the same surface.
M2 No deduction from the areas
measured shall be made for
holes and openings each not
exceeding 0.5m/2/ in area.
M3 Areas measured for wall D1 Isolated surfaces of C2 Items for wall paper shall be A2 Item descriptions for
paper shall be the net area width or girth not exceeding deemed to include : painting shall state the
covered. 500mm shall be classed as material used and either the
such only where work of (a) adhesives. number of coats or the film
M4 Isolated surfaces of width overall width or girth not (b) all cutting. thickness (for Engineer's
or girth not exceeding 500mm exceeding 500mm is not in (c) fitting paper around design) or minimum thickness
shall not be distinguished by conjunction with similarly pipes, switches, brackets (for Contractor's design).
inclination. painted work. and the like.
(d) hanging in patterns. A3 Item descriptions for wall
paper shall state the type.
A4 Wallpaper applied to
different bases shall be given
separately and the nature of
base shall be stated in the
item descriptions.
A5 Item descriptions for
letters, numerals, characters,
punctuation and the like shall
state the height and style.
M5 In calculating the painted C3 Painting of metal sections
area of metal sections the shall be deemed to include painting
presence of connecting plates, the surfaces of connecting plates,
brackets, rivets, bolts, nuts brackets, rivets, bolts, nuts and
and similar projections shall similar projections.
be ignored.
AT/2 July 1998
FORM OF TENDER ANNEX 2
APPENDIX 2 - PRICING DOCUMENT AAMM
ANNEX 2
STANDARD METHOD OF MEASUREMENT
BUILDING SERVICES
25 January 1999 Edition
(Provided in separately bound booklet)
17 December 2002 Contract No.LCC-202
STANDARD METHOD OF MEASUREMENT BUILDING SERVICES
[MAP]
[LOGO]
KCR
[CHINESE CHARACTERS]
East Rail Extensions
KOWLOON-CANTON RAILWAY CORPORATION
BUILDING SERVICES
STANDARD METHOD OF MEASUREMENT
Jan 25, 1999
BSMM KCRC
KOWLOON-CANTON RAILWAY CORPORATION
BUILDING SERVICES
STANDARD METHOD OF MEASUREMENT
TABLE OF CONTENTS
SECTION SUBJECT PAGE
------- ------- -------
1 General Principles 1 - 16
2 Electrical Installations 17 - 25
3 Mechanical Installations 26 - 34
4 Plumbing Installations 35 - 40
5 Building Management, Alarm &
Communications Installations 41 - 43
6 Work Classification and Codes 44
(i) Jan 25, 1999
BSMM KCRC
SECTION 1
GENERAL PRINCIPLES
Title 1.1.1 The title of this document is Building Services
Application Standard Method of Measurement, which is abbreviated to
and Extent BSMM. The BSMM is intended to be used in conjunction
with the Conditions of Contract, other Standard Methods
of Measurement referred to in the Preamble to the
Pricing Document and the Additions and Amendments to
the Methods of Measurement (AAMM) and only in
connection with the Building Services work.
1.1.2 Not Used.
Definitions 1.2.1 In this document and in the Pricing Schedule and
Schedule of Rates prepared according to the procedure
set forth herein the following words and expressions
have the meanings hereby assigned to them, except where
the context otherwise requires.
1.2.2 'Conditions of Contract' means the Kowloon-Canton
Railway Corporation Capital Works Project General
Conditions of Contract for Civil Engineering and
Building Works.
1.2.3 'Work' means work to be carried out, goods,
consumables, materials and services to be supplied, and
the liabilities, obligations and risks to be undertaken
by the Contractor under the Contract.
1.2.4 'System Classification' means the Systems
Classification set out in Section 2, 3, 4 and 5 herein.
1.2.5 'Work Classification' means the Works Classification
set out in Section 6.
1.2.6 'Expressly required' means shown on the Drawings,
described in the Specification or ordered by the
Engineer pursuant to the Contract.
1.2.7 Not used.
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1.2.8 'Daywork' means the method of valuing work on the basis
of time spent by the workmen, the materials used and
the Contractor's Equipment employed.
1.2.9 "Extra", "extra for" or "extra over for" preceding any
item descriptions for fittings means that the rates and
prices for fittings on pipes, trunking, trays etc.
exclude the Contractor's price for the lengths of pipe,
trunking, trays etc. which the item replaces.
1.2.10 "Fittings" means all bends, elbows, branches, tees,
crosses, offsets, reducers, caps, flanges, air turning
vanes, swan necks, shoes, inspection doors and the like
to the foregoing used in pipework, ductwork, electrical
trunking, tray and conduit installations.
1.2.11 "In-line equipment" means all strainers, valves, flow
meters, silencers, fans, gratings, aprons, vent cowls,
floor outlets and the like to the foregoing used in
pipework, ductwork, electrical trunking, tray and
conduit installations.
1.2.12 "Embedded" means concealed from view by the fabric of
the structure or the finishes and shall include
concealing in screed, chasing in walls, floors,
ceilings and the like and not surface mounted.
1.2.13 Words importing the singular only also include the
plural and vice versa where the context requires.
1.2.14 A hyphen between two dimensions means a range of
dimensions which includes all dimensions exceeding that
preceding the hyphen but not exceeding that following
the hyphen.
1.2.15 Words and expressions defined in the Conditions of
Contract have the same meanings herein.
1.2.16 All references to clauses are references to clauses
numbered in the Conditions of Contract and references
to paragraphs are references to paragraphs numbered
herein.
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1.2.17 'BS' means British Standards.
General 1.3.1 The object of BSMM is to set forth the procedure
Principles according to which the Pricing Document shall be
prepared and priced and the quantities of work
expressed and measured.
1.3.2 The objective of the Pricing Document is to provide
such information of the work as to enable tenders to be
prepared efficiently and accurately, and when a
contract has been entered into, to provide for use of
the priced Pricing Document in the valuation of work
executed in respect of remeasurement items and
variations.
1.3.3 In order to attain these objectives, work should be
itemised in the Pricing Document in sufficient detail
for it to be possible to distinguish between the
different systems, and between work of the same nature
carried out in different locations or in any other
circumstances which may give rise to different
considerations of cost. Consistent with these
requirements the layout and content of the Pricing
Document should be as simple and brief as possible.
1.3.4 All work which is expressly required should be covered
in the Pricing Document.
1.3.5 BSMM seeks to attain these objectives principally by
the use of the System Classification. This defines:
(i) how work is to be divided into separate items
in the Pricing Document;
(ii) the information to be given in item
descriptions;
(iii) the units in which the quantities against each
item are to be expressed; and
(iv) how the work is to be measured for the purpose
of calculating quantities.
1.3.6 To avoid unnecessary length, item descriptions for
Permanent Works shall generally identify the component
of the Works and not the tasks to be carried out by the
Contractor, e.g.
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BSMM KCRC
An item should be described as 'Galvanised sheet steel
ductwork to DW142, 12 gauge', not as 'Supply, deliver,
fabricate and fix Galvanised sheet steel ductwork to
DW142 nominal 12 gauge'.
1.3.7 Where the work identified by an item is specifically
limited, the limitation shall be stated in the item
description, e.g.
'Hand wash basin type XYZ, wall mounted excluding
supply and delivery to the Site.'
Item descriptions for work which is divided between two
classes require such limitations to be stated.
1.3.8 The unit of measurement for each item shall be that
stated for the item in the System Classification. The
unit of measurement stated against a descriptive
feature in the System Classification shall apply to all
items to which that descriptive feature applies.
1.3.9 The System Classification sets out the conditions under
which work shall be measured and the method by which
the quantities shall be computed and defines the extent
and limits of the system represented by a word or
expression used in the System Classification and in a
Pricing Document prepared in accordance with BSMM.
1.3.10 The quantities in the Pricing Document, shall be
computed using the net measurements taken from the
Drawings and contained in the Specification, do not
take into account any additional service runs or
fittings required to route locally around beams,
changes in levels to suit the building structure or
architectural details or other services or obstacles
and these are required to be allowed for by the
Contractor in his rates and prices.
1.3.11 All rates, prices and sums are to apply equally to
executing the Work in large or small quantities and
difficult or easy situations or degrees of complexity
including height or depth above or below floor level.
The rates, prices and sums included in the Pricing
Document shall be deemed to include provision for all
risks and advantages that may accrue should the actual
proportion or complexity of any operation vary from
(4) Jan 25, 1999
BSMM KCRC
the proportions or complexity, inferred from the
Drawings arising from the Contractors co-ordination of
the Works.
1.3.12 Each System Classification shall be read in
conjunction with these General Principles.
Preparation 1.4.1 Not used.
of the pricing
Document 1.4.2 Not used.
1.4.3 Not used.
1.4.4 Not used.
1.4.5 Items may be arranged and divided into Cost Centres and
subdivided into Activity Bills and further Parts to
distinguish between those parts of the work of which
the nature, location, access, limitation on sequence or
timing or any other special characteristic is thought
likely to give rise to different methods of
construction or considerations of cost. Items shall be
arranged in the general order of the Work
Classification.
1.4.6 Each part of the Cost Centres containing remeasurement
items and Schedule of Rates shall be given a heading
and groups of items within each part shall be given
sub-headings. Headings and sub-headings shall be read
as part of the item descriptions to which they apply. A
line shall be drawn across the item description column
below the last item to which each heading or
sub-heading applies. Headings and sub-headings shall be
repeated at the start of each new page which lists
items to which they apply.
1.4.7 All work shall be itemised and the items shall be
described in accordance with the System Classification,
but further itemisation and additional description may
be provided if the nature, location, importance or any
other special characteristic of the work is thought
likely to give rise to special methods of construction
or considerations of cost.
1.4.8 Descriptions shall identify the work covered by the
respective items, but the exact nature and extent of
the work is to be ascertained from the Drawings,
Specification and Conditions of Contract, as the case
may be, read in conjunction with the System
(5) Jan 25, 1999
BSMM KCRC
the proportions or complexity, inferred from the
Drawings arising from the Contractors co-ordination of
the Works.
1.3.12 Each System Classification shall be read in conjunction
with these General Principles.
Preparation 1.4.1 Not used.
of the pricing
Document 1.4.2 Not used.
1.4.3 Not used.
1.4.4 Not used.
1.4.5 Items may be arranged and divided into Cost Centres and
subdivided into Activity Bills and further Parts to
distinguish between those parts of the work of which
the nature, location, access, limitation on sequence or
timing or any other special characteristic is thought
likely to give rise to different methods of
construction or considerations of cost. Items shall be
arranged in the general order of the Work
Classification.
1.4.6 Each part of the Cost Centres containing remeasurement
items and Schedule of Rates shall be given a heading
and groups of items within each part shall be given
sub-headings. Headings and sub-headings shall be read
as part of the item descriptions to which they apply.
A line shall be drawn across the item description
column below the last item to which each heading or
sub-heading applies. Headings and sub-headings shall be
repeated at the start of each new page which lists
items to which they apply.
1.4.7 All work shall be itemised and the items shall be
described in accordance with the System Classification,
but further itemisation and additional description may
be provided if the nature, location, importance or any
other special characteristic of the work is thought
likely to give rise to special methods of construction
or considerations of cost.
1.4.8 Descriptions shall identify the work covered by the
respective items, but the exact nature and extent of
the work is to be ascertained from the Drawings,
Specification and Conditions of Contract, as the case
may be, read in conjunction with the System
(5) Jan 25, 1999
BSMM KCRC
the proportions or complexity, inferred from the
Drawings arising from the Contractors co-ordination of
the Works.
1.3.12 Each System Classification shall be read in conjunction
with these General Principles.
Preparation 1.4.1 Not used.
of the pricing
Document 1.4.2 Not used.
1.4.3 Not used.
1.4.4 Not used.
1.4.5 Items may be arranged and divided into Cost Centres and
subdivided into Activity Bills and further Parts to
distinguish between those parts of the work of which
the nature, location, access, limitation on sequence or
timing or any other special characteristic is thought
likely to give rise to different methods of
construction or considerations of cost. Items shall be
arranged in the general order of the Work
Classification.
1.4.6 Each part of the Cost Centres containing remeasurement
items and Schedule of Rates shall be given a heading
and groups of items within each part shall be given
sub-headings. Headings and sub-headings shall be read
as part of the item descriptions to which they apply.
A line shall be drawn across the item description
column below the last item to which each heading or
sub-heading applies. Headings and sub-headings shall be
repeated at the start of each new page which lists
items to which they apply.
1.4.7 All work shall be itemised and the items shall be
described in accordance with the System Classification,
but further itemisation and additional description may
be provided if the nature, location, importance or any
other special characteristic of the work is thought
likely to give rise to special methods of construction
or considerations of cost.
1.4.8 Descriptions shall identify the work covered by the
respective items, but the exact nature and extent of
the work is to be ascertained from the Drawings,
Specification and Conditions of Contract, as the case
may be, read in conjunction with the System
(5) Jan 25, 1999
BSMM KCRC
Classification.
1.4.9 Any detail of description required to be given in
accordance with the System Classification may be
omitted from an item description provided that a
reference is given in its place which identifies
precisely where the omitted information may be found on
the Drawings or in the Specification.
1.4.10 Where an item description compiled in accordance with
the System Classification would be insufficient to
identify clearly the particular work covered by the
item additional description shall be given to identify
the work by reference to its location or other physical
features shown on the Drawings or described in the
Specification.
1.5.1 Not used.
Quantities 1.6.1 Fractional quantities below 0.50 shall be rounded down
to the nearest whole number and fractional quantities
of 0.50 and above shall be rounded up to the nearest
whole number.
1.6.2 Where the application of 1.6.1 would cause an entire
item to be eliminated, such item shall be billed as one
whole unit.
1.6.3 In giving dimensions, the order should be consistent
and generally in the sequence of length, width and
height.
Units of 1.7.1 The following units of measurements and abbreviations
Measurement shall be used.
Unit Abbreviation
---------------- ------------
Millimetre mm
Metre m
Square millimetre mm/2/ or mm2
Square metre m/2/ or m2
Cubic metre m/3/ or m3
Kilogram kg
Tonne t
Sum sum
Number nr
Hour h
Week wk
Pair pr
(6) Jan 25, 1999
BSMM KCRC
1.7.2 Each measurement shall be taken to the nearest 10
millimetres (i.e. 5 millimetres and over shall be
regarded as 10 millimetres and less than 5 millimetres
shall be disregarded).
1.7.3 Notwithstanding paragraph 1.7.2 this rule shall not
apply to any dimension stated in descriptions.
1.7.4 The Pricing Document should be prepared using Microsoft
Excel, Version 5.0 and set out on both sides of A4 size
paper, in portrait style. The layout working down the
page shall be as follows:
16mm Top Margin
16mm Page Headers comprising:
Contract No., Pricing Schedule, Cost Centre
and Cost Centre Description (in lower case
with first letters capitalized)
8mm Column Headings (see below)
223mm Pricing Schedule Items
20mm Page Footers comprising:
To Summary of Cost Centre or To Pricing
Schedule Summary (in lower case with first
letters capitalized) Box for Page Total
Page Number
14mm Bottom Margin
The items shall be set out within columns heading and
ruled consecutively as below. 14mm Margins shall be
provided on both sides of the page and the layout
working across the page from left to right shall be as
follows:
Column Headed Column width
--------------- ------------
Item Code 23 mm
Item description 74 mm
Unit 11 mm
Quantity 23 mm
Rate HK$ 23 mm
Amount HK$ 28 mm
(7) Jan 25, 1999
BSMM KCRC
The Pricing Document shall be typed in Courier 10. Item
codes, text and units shall be left justified and
quantities shall be right justified.
1.7.5 Provision shall be made for the amounts inserted on
each page to be totalled and carried to a summary of
the particular Cost Centre and for the total of each
Summary of Cost Centre to be carried to the Pricing
Schedule Summary.
1.7.6 The Pricing Schedule Summary shall contain a tabulation
of the Cost Centres of the Pricing Schedule with
provision for insertion of the total of the amounts
brought forward from the summaries of Cost Centre.
Completion, 1.8.1 Rates and prices shall be inserted in the rate column
Pricing and of the Pricing Document in whole Hong Kong Dollars
Use of the (HK$) only.
Pricing
Document 1.8.2 The Tenderer shall round down all extended fractional
amounts in the Pricing Schedule below HK$0.50 to the
nearest whole Hong Kong dollar and shall round up all
extended fractional amounts of HK$0.50 and above to the
nearest whole Hong Kong dollar.
1.8.3 Where work, including varied or additional work is
measured and valued for purposes of certification and
payment all extended amounts shall be rounded to the
nearest whole Hong Kong dollars in accordance with the
provisions of paragraph 1.8.2 above.
1.8.4 Where rates and prices for varied or additional items
are determined in accordance with the provisions of the
Conditions of Contract they shall be rounded to the
nearest whole Hong Kong dollar in the following manner:
(i) fractional parts below HK$0.50 shall be
rounded down to the nearest whole Hong Kong
dollar; and
(ii) fractional parts of HK$0.50 and above shall
be rounded up to the nearest whole Hong Kong
dollar.
(8) Jan 25, 1999
BSMM KCRC
1.8.5 Cost Centres to be totalled and the totals carried to
the Pricing Schedule Summary.
Costs 1.9.1 The rates and prices for items in all trades are,
Deemed to be unless otherwise stated, to include for:
Included in
Items (i) drilling of backgrounds and the provision of
all fixings, nails, bolts, nuts, holes, screws,
plugs, shot-fired pins and the like and fixing
to any surface and making good on completion;
(ii) all fixings, hangers and supports, brackets,
spring compensated and seismic restraints and
isolated components;
(iii) assembling and jointing together the component
parts of composite units, and providing any
necessary connecting flanges and jointing
materials;
(iv) caulking between all services and sleeves at
services penetrations of walls, slabs, beams
and the like and providing sleeves as required,
pre-cut to lengths with square or splayed ends
for casting in by others;
(v) removing temporary work and making good;
(vi) bonding (defined as the means of achieving the
specified level of earth continuity connection
between the component part and the Earthing and
Lightning Protection system described in
paragraph 2.10);
(vii) identification, colour banding and lettering
for signs, labels and the like in both English
and Chinese;
(viii) providing and installing expansion joints,
flexible couplings and isolating flanges;
(ix) providing of weatherproof aprons where pipework
penetrates through the roof slabs;
(x) capping open ends during the progress of the
Works to avoid ingress of dirt and water;
(9) Jan 25, 1999
BSMM KCRC
(xi) providing and installing concrete thrust
blocks, anchor blocks and the like; and
(xii) physically marking the position of holes,
mortices, chases and the like in the structural
and building fabric.
(xiii) Fittings on drainage pipes shall also include
for the provision of the correct type and angle
of any bend, tee, junction, cross and the like
complete with cleaning eye as necessary.
(xiv) The fixing of sanitary fittings is also to
include the provision of all necessary
connectors (e.g. W.C. connectors, etc.) as
necessary.
(xv) Testing, setting to work and any commissioning
shall also include the refilling of all fuel
tanks to its full capacity after the completion
of the testing and commissioning work.
(xvi) The rates and prices for items in all trades
shall include for the supply of all additional
labour for night work and overtime including
all artificial light as necessary.
(xvii) Cutting and jointing pipework or ductwork for
instrumentation including the provision of
necessary fittings and the like shall be held
to be included in the item for instrumentation.
1.9.2 Unless otherwise stated, the rates and prices for:
(i) Equipment shall include for:
(a) all protective and decorative painting
or finishes, all enclosures where
required, setting and fixing in
position on any background including
the provision of holding down bolts,
fixings, spring compensated and seismic
restraints and isolating
(10) Jan 25, 1999
BSMM KCRC
components, name tags and the like;
(b) flexible connections except those which
are specifically detailed in the
Drawings or the Specification to
ductwork, pipework, etc.;
(c) Insulation to equipment shall be deemed
to be included in the item of
equipment; and
(d) Items of equipment are to include for
assembling where required, and for
making all necessary joints and
connections to services, overflows and
expansion pipes and the like.
(ii) Cable whether laid in trench or duct, fixed to
cable tray or in trunking or conduit shall
include for all cutting to length, pulling,
dressing, saddles, cable ties, cleats, markers,
labels, looming and trunking, and the like and
fixing to any surface and making good on
completion.
(iii) Switches and socket outlets shall include for
assembly and for the provision of flush or
surface mounted boxes together with all screws
and fixing to any background and all cable
terminations.
(iv) Conduit, trunking, trays, fixings, bracketry,
fittings and the like shall include for
painting as described.
(v) Ductwork and duct fittings shall include for
all joints in the running length including
connections duct to duct, duct to fitting, duct
to ancillary item and duct to item including
all flexible connections.
(vi) Flexible connections of all types where
measured separately include for supply of
materials or complete units, fabrication,
and/or assembly, fitting and/or erecting in the
required position in the completed
(11) Jan 25, 1999
BSMM KCRC
installation including all supports and/or
hangers.
(vii) Diffusers and grilles include for all supply,
fitting and fixing in position, including
provision of screws, nuts, bolts, washers and
the like and decorative finishes and painting.
(viii) Valves and the like include for stripping down,
storage and preservation, re-packing glands and
preparing spindles and temporary valves, prior
to installation.
(ix) Instrumentation includes for checking
calibration, prior to installation, making
holes in pipes and the like and providing
weldolets, nipolets and the like.
(x) Insulation shall include for the formation of
test holes, spigot outlets, access panels,
cleaning access, cleaning points and the like
and for sealing around ducting at openings,
through walls and partitions. Rates and prices
for fire dampers shall include for insulation
where required.
(xi) Insulation shall include for all fittings and
fixings of whatever nature to secure the
insulation to or around the equipment, piping
or ductwork and their respective fittings,
supports, hangers, and the like. Laps and
additional circumferential insulation at joints
shall be deemed to be included in the
respective insulation items.
(xii) Pipework shall include for:
(a) all short lengths and joints in the
running lengths, including the
provision of all loose collars,
couplings, inspection eyes and similar
items and all jointing materials
including gaskets, bolts and nuts for
flanged pipes;
(b) drain points and drain cocks complete
with hose unions and test plugs;
(12) Jan 25, 1999
BSMM KCRC
(c) automatic and manual air vents.
(xiii) Fittings on all gutters and pipes shall include
for the
a) additional joints, jointing materials
and cutting required;
b) provision of separate reducers if
reducing bends, reducing tees and
similar of the required sizes are not
available;
c) the provision of all bends or elbows as
appropriate where "bends" are
specified; and
d) the correct type and angle of any bend,
tee, junction, cross and the like.
(xiv) Pipework fittings including connections and
fixings shall in respect of pipework not
exceeding 60 millimetre diameter, be deemed to
be included in the pipework in which they
occur.
(xv) All pipework shall include for all sockets,
connectors and unions.
(xvi) Brass or copper pipes shall additionally
include for all made bends.
(xvii) Fittings to cast iron pipes are to correspond
in pattern and be purpose made if required.
(xviii) Sanitary fittings are to include for
assembling, forming all necessary joints to
service, waste, overflows, vents, etc. cutting
and pinning and screwing brackets, etc. to
brickwork, blockwork or concrete, leaving or
forming holes through brickwork, blockwork or
concrete, making good and adjusting and leaving
in perfect working order and pointing with
silicone sealant at junction with walls.
(13) Jan 25, 1999
BSMM KCRC
(xix) Spare parts shall include for uncrating,
checking, re-crating and delivery to storage.
(xx) Painting of pipework and ductwork supports,
brackets, valves, in-line equipment and
ancillaries shall be included in the respective
pipework and ductwork rates and prices.
(xxi) Paintwork shall include all multi-colour work
and cutting to line.
(xxii) Testing, setting to work and any commissioning
shall include:
a) the cost of all necessary power (other
than electricity), fuel, and
consumables, the provision of all
instruments and the provision of all
things necessary to carry out the
testing and commissioning, as
described, including the preparation of
test certificates and the witnessing of
the testing and commissioning by the
Engineer; and
b) carrying this work out in phases or
parts and upon completion.
1.9.3 The Contractor shall be deemed to have considered
paragraph 1.9 in its entirety and therefore to have
allowed for same in his pricing of the work.
Work Under 1.10.1 All work required to be carried out in tunnels,
Special entrances to tunnels or shafts shall be given
Conditions separately.
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BSMM KCRC
Coding and 1.11.1 For convenience of reference each item in the Pricing
Item Document has been assigned a code number consisting of
Numbers pair of letters and not more than seven digits (except
for Lump Sum Item) as follows:
(i) Lump Sum Items
Each lump sum item in the Pricing Schedule
shall be assigned a unique code number
consisting of the letters LS followed by a Cost
Centre letter and a number in ascending order,
e.g.
Lump Sum.............. LS
Cost Centre B......... B
Item No............... 3
(ii) Remeasurement Items
Each remeasurement item shall be coded with a
Work Classification Class of the BSMM and
numeric digits. The numeric digits give the
position of the item in the first and second
divisions etc. of the class in the Work
Classification of Method of Measurement. e.g.
Work Classification of
BSMM (e.g.)................ BA
First Division No.......... 02
Second Division No......... 03
Additional Description No.. 1
The above Code equates to Electrical
Installation (BA), Incoming Services (02),
Trunking (03)..... descriptive item.
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BSMM KCRC
(iii) Schedule of Rates
The Schedule of Rates item numbering system
shall follow that for remeasurement item (b)
above, e.g.
Work Classification of
BSMM (e.g.)................ BA
First Division No.......... 02
Second Division No......... 03
Additional Description No.. 1
1.11.2 Code numbers shall be used to number the items in the
Pricing Document, the items within the Pricing Document
being listed in order of ascending code number.
1.11.3 Code numbers used as item numbers in the Pricing
Document shall not form part of the item descriptions
or be taken into account in the interpretation of the
Contract.
(16) Jan 25, 1999
BSMM KCRC
SECTION 2
ELECTRICAL INSTALLATIONS
Classification 2.1.1 Systems, together with their trunking, ducting, cable
of Systems trays and conduits (unless associated with more than
one installation), shall be classified as follows and
given under appropriate headings:
(i) Primary generation equipment including
generators, cabling and associated equipment.
(ii) Incoming services including feeder cables, main
switchgear and associated equipment.
(iii) Standby equipment including generators,
batteries, cabling and associated equipment.
(iv) Main distribution from main switchgear to and
including local distribution equipment and
associated cabling.
(v) Lighting and power including appliances, each
system given under an appropriate heading.
(vi) Heating (e.g. under-floor, radiation,
convection, and the like) each system given
under an appropriate heading.
(vii) Electrical work associated with other services
installations, each system given under an
appropriate heading.
(viii) Earthing and lightning protection systems.
(ix) Other special services, identifying whether
direct current, extra low voltage, flameproof,
pressurised installations, etc. each system
given under an appropriate heading.
(x) Trunking, ducting, cable trays and conduits
associated with more than one system.
2.1.2 The following systems are not to be measured under this
section but are to be measured in accordance with
Section 5 herein.
(i) Communication systems (e.g. telephone, public
address, closed circuit television, clocks,
bells and the like) each system given under an
appropriate heading.
(ii) Alarm systems (e.g. fire alarms, security
alarms and the like) each system given under an
appropriate heading.
(17) Jan 25, 1999
BSMM KCRC
(iii) Building automation systems and management
systems.
Equipment 2.2.1 Unless otherwise stated Equipment (e.g. prime-movers,
and Control motors, fans, mechanical drives, batteries, rectifiers,
Gear circuit-breakers, feeder-pillars, transformers and the
like) shall be enumerated stating the rated capacity
and type and shall identify the appropriate
Specification clause or Drawings reference.
Unless otherwise stated Switchgear (e.g. fuse-and-link
disconnecting boxes, isolating-switches,
changeover-switches, switch-fuses, fused-switches,
distribution boards, contactors, starters,
busbar-xxxxxxxx and the like) shall be enumerated
stating the rated capacity and type.
2.2.2 Composite units shall be enumerated. Particulars of
component parts shall be given together with details of
any materials required for assembly.
2.2.3 Connecting cable ends or cable tails shall be deemed to
be included in the item to which they are connected.
Cable termination glands shall be given in accordance
with paragraph 2.7.6. Couplings to, and forming holes
for conduit entry to equipment, shall be deemed to be
included in the item of equipment.
2.2.4 Connections between trunking and equipment or control
gear shall be deemed to be included in the item to
which they are connected. All cutting, drilling,
bushing material and jointing shall be deemed to be
included in the item.
2.2.5 Links, fuses, circuit breakers, gland plates, terminal
boxes and the like which form part of the item shall be
given in the description.
Conduits 2.3.1 Conduit shall be given by length measured over all
(except final conduit fittings, boxes, short running lengths and
circuits) branches stating the type and nominal size. Draw-
wires, draw-cables and the like shall be deemed to be
included in the item.
2.3.2 Bending, cutting, screwing, jointing and providing all
conduit fixings and fittings, except those required by
paragraph 2.3.4, shall be deemed to be included within
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BSMM KCRC
the conduit item.
2.3.3 Conduit descriptions shall state whether surface fixed
or embedded.
2.3.4 Special boxes, conduit-boxes, adaptable boxes and the
like used with cable-termination glands, floor trap
boxes, and purpose made boxes, required for drawing in
cables, flameproof boxes and expansion joints as
necessary shall be held to be included in the conduit
item.
2.3.5 Flexible conduits shall be enumerated stating the size,
type, overall length measured in 0.50 metre stages.
Cutting, jointing and providing all conduit fittings
shall be deemed to be included in the item.
2.3.6 Components and the forming of holes for making
connections of conduit into trunking shall be deemed to
be included in the item of conduit. Couplings to and
forming holes for conduit entry to equipment shall be
deemed to be included in the item of equipment.
Trunking 2.4.1 Trunking shall be given by length measured over all
fittings, short running lengths and branches stating
the type and size of trunking, the number and size of
any compartments. Joints in the running length and
components for bonding as defined in paragraph
1.9.1(vi) shall be deemed to be included in the item.
Pin racks where required, shall be deemed to be
included in the item.
2.4.2 Fittings shall be enumerated as extra over the item in
which they occur. Stop ends shall be enumerated
separately stating the size. Cutting and jointing
trunking to fittings shall be deemed to be included in
the item.
Busbar 2.5.1 Busbar trunking shall be given in accordance with
Trunking paragraph 2.4.1, stating the type, number and rated
and Fittings capacity of the conductors and the method of
connecting.
2.5.2 Fittings shall each be enumerated as extra over the
item in which they occur. Stop ends shall be enumerated
separately stating the size. Jointing busbar trunking
to fittings shall be deemed to be included in the item.
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BSMM KCRC
2.5.3 Tap-off units, feeder units, expansion joints, special
fittings, special supports and the like shall be
described and enumerated stating the type, size and
rated capacity where applicable.
2.5.4 Connections between busbars and equipment shall be held
to be included in the item of busbar trunking fittings.
Trays and 2.6.1 Trays and ladders shall be given by length measured
Ladders over all fittings, short running lengths and branches
stating the type, size and method of jointing.
2.6.2 Fittings shall each be enumerated as extra over the
trays or ladders. Stop ends shall be enumerated
separately stating the size. Cutting and jointing trays
and ladders to fittings shall be deemed to be included
in the item.
2.6.3 Cutting openings in trays shall be deemed to be
included.
Cables 2.7.1 Cables shall be given by length measured net length
(except final (except for the allowances stated in paragraph 2.7.2
circuits) following) between equipment, control-gear, fittings,
accessories and the like, stating the type, size,
number and size of cores and rating or alternatively
may be enumerated stating the appropriate cable
reference or the reference of the items of switchgears
or distribution boards to which they are connected and
the size and type of cable where distribution diagrams
and location drawings showing the position of main and
sub-main switchgears and distribution boards are
provided. Colour coding or other identification
markings shall be deemed to be included.
The rates for the cable enumerated under this paragraph
are to include but not limited to the following:
cables, trunking, trays, ladders, conduits including
flexible conduits and adaptors, outlets boxes, junction
boxes, universal boxes, including special boxes, etc.
as described in the BSMM paragraph 2.3.4 all fixing,
screwing and jointing, termination glands and shrouds,
laying in trunkings or fixing to the trays or ladders,
and all earth continuity requirement.
2.7.2 The following standard allowances shall be added to
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BSMM KCRC
cable measurement lengths for tails:
(i) 0.30 metre on each cable entering fittings and
accessories; and
(ii) 0.60 metre on each cable entering equipment and
control gear.
2.7.3 Cable descriptions shall give particulars of location
classified as follows:
(i) Laid in trench or open duct.
(ii) Laid on arm or hanger.
(iii) Fixed to cable tray, ladder or other surfaces.
(iv) Drawn into underground pipe duct (net length of
duct)
(v) Laid or drawn into trunking.
(vi) Drawn into conduit.
(vii) Suspended from insulators or catenaries.
(viii) Wrapped around pipework or equipment.
2.7.4 Cables drawn into existing conduits, existing ducts or
existing trunking shall each be described. Removing and
replacing existing covers, existing inspection lids and
the like shall be deemed to be included in the item.
2.7.5 Cable-joints shall be deemed to be included in the
rates for cables. Joint-boxes, sealing-boxes and the
like together with materials and heat for making the
joint shall be deemed to be included in the item.
2.7.6 Cable-termination glands shall be enumerated stating
the type and size of the cable. Providing insulating
material, jointing material, shrouds, lock-nuts,
bushes, cable connector-blocks and connecting
cable-tails thereto and the like shall be deemed to be
included in the item.
Conduit-boxes, adaptable boxes and the like used with
cable-termination glands shall be held to be included
in the item of cable-termination glands.
(21) Jan 25, 1999
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2.7.7 Determining circuits and lacing into circuit groups
shall be deemed to be included in the item.
Final Circuits 2.8.1 Points in final circuits from distribution boards, as
(Cables, classified in paragraph 2.8.3, shall each be enumerated
Conduits etc. under headings stating whether cable only or cable and
In Final conduit installations and where appropriate, the size
Circuits) and type of cable, the type of conduit and means of
achieving earth continuity.
2.8.2 Cables, cable trunking, trays and ladders, conduits
including flexible conduits and adapters, outlet boxes,
junction boxes, universal boxes, including special
boxes, adaptable boxes, floor-trap boxes, purpose made
boxes, flameproof boxes, expansion joints, all fixings,
bending, cutting, screwing and jointing, laying in
trunking or fixing in trays and ladders, the provision
of draw wire or cables, and all earth continuity
requirements for final circuit points shall be deemed
to be included in the item. Components and forming of
holes for making connections of conduit into trunking
shall be deemed to be included in the point item.
Couplings to and forming holes for conduit entry to
equipment shall be deemed to be included in the item of
equipment.
2.8.3 Classification of points shall be as follows:
(i) Lighting points (one point being counted for
each outlet, irrespective of the number of
lamps or of the switching).
(ii) One way switch points. ) irrespective
) of any
(iii) Two way switch points. ) grouping
) together
(iv) Intermediate switch points. ) into gangs
(v) Socket or switch-socket points (multi-gang
outlets being counted as one point).
(vi) Points for immersion heaters, cooker outlets,
fans, air-conditioners and the like each be
given separately.
2.8.4 As an alternative to paragraphs 2.8.1, 2.8.2, and 2.8.3
final circuits may be measured in detail in accordance
with paragraphs 2.3, 2.4, 2.6, and 2.7.
Fittings and 2.9.1 Luminaries, door exit signs and the like shall be
Accessories
(22) Jan 25, 1999
BSMM KCRC
described and enumerated. The items shall include
reflectors, shades, lamps and the like and method of
starting where appropriate.
2.9.2 All forms of suspension (stating method) where
required, shall be given in the descriptions of the
items.
2.9.3 Accessories including switches, socket outlets,
thermostats, xxxx pushes, signal indicating units,
stop/start push buttons and the like shall be described
and enumerated in gangs, stating the rating and the
type of each accessory. Where accessories are in gangs
the number of gangs shall be stated.
2.9.4 All boxes, accessories, connector blocks,
interconnections and connecting of cable-tails and all
necessary bushes, nipples, locknuts and the like and
fixing in position shall be deemed to be included in
the item.
Earthing and 2.10.1 Cables shall be given in accordance with paragraph
Lightning 2.7.1.
Protection
2.10.2 Tapes shall be given by length measured net length
stating type and size. Saddles, cleats, clips,
holdfasts and the like shall be deemed to be included
in the item.
2.10.3 Cable and tape connections and junctions shall be
included in the rates for earthing cables and tapes.
Tinning, sweating and providing any jointing materials,
heat, holes, rivets, bolts, nuts, washers and clamps
shall be deemed to be included in the item.
2.10.4 Bends, twists and through joints shall be deemed to be
included in the item.
2.10.5 Air terminations, test-clamps, earth bars,
earth-electrodes and the like shall each be enumerated
separately stating the type and size. Driving
electrodes into ground shall be given in the
description. Connecting electrodes to conductors shall
be deemed to be included in the item.
2.10.6 Bonding to all exposed or extraneous conductive parts
of equipment, pipework, ductwork and miscellaneous
metalwork item shall be described and given as an item.
Bonding shall be defined as the means of
(23) Jan 25, 1999
BSMM KCRC
achieving the specified level of earth continuity
connection between the component part and the Earthing
and Lightning Protection System described in paragraph
2.10.
Sundries 2.11.1 Testing, setting to work and any commissioning shall be
given as an item.
2.11.2 An item shall be given where appropriate, for each of
the following:
(i) Preparation of all Installation and
Fabrication/Shop drawings required and
distribution after review.
(ii) Preparation of any Design Data required
submission and distribution after review.
(iii) Preparation of any builder's works drawings
required submission and distribution after
review.
(iv) Preparation of "as built" record drawings,
stating method of presentation.
(v) Provision of any mock-ups and/or prototypes.
(vi) Maintenance, other than that required under
defects liability, stating scope and duration
of maintenance required.
(vii) Training of Employer's staff giving scope and
duration.
(viii) Provision of Operation & Maintenance Manuals
stating requirements and number of copies.
(ix) Provision of spares and tools and special
equipment for operating and maintenance
purposes stating detailed requirements.
2.11.3 Plates, discs and labels for the identification of
plant, equipment, cables, switches and the like shall
be given as an item.
2.11.4 Fire stopping and internal fire barriers to trunking
and busbar trunking other than those given in
paragraphs 2.4.2 & 2.5.2 shall be given as an item.
2.11.5 Any temporary requirement to operate an installation
for purposes other than testing shall be given as an
item stating the required qualification of the
attendant, the duration of the operating period and the
purpose (e.g. drying out of lagging, instructing the
Employers staff in operating and installation etc.) and
the particulars of any special insurance cover
required. The provision of any fuel or power (other
than
(24) Jan 25, 1999
BSMM KCRC
electricity) required shall be deemed to be included in
the item.
2.11.6 Instrumentation (e.g. gauges, thermometers,
thermostats, sensors, and the like ) shall be
enumerated stating the size and type.
(25) Jan 25, 1999
BSMM KCRC
SECTION 3
MECHANICAL INSTALLATIONS
Classification 3.1.1 Systems, together with their equipment, pipework,
of Systems ductwork, insulation and sundries, shall be classified
as follows and given under appropriate headings:
(i) Chilled Water.
(ii) Condensate Drains.
(iii) Heating System stating whether Low Pressure,
Medium Pressure or High Pressure.
(iv) Steam and Condensate.
(v) Fuel Oils.
(vi) Ventilation Systems.
(vii) Air Conditioning Systems.
(viii) Special Exhaust Systems.
(ix) Refrigeration Installations.
(x) Condenser Water.
(xi) Water Treatment.
(xii) Control Systems stating whether Electric,
Pneumatic, Hydraulic or Electronic.
(xiii) Building or Station Automation Systems (to be
measured in accordance with Section 5 herein).
(xiv) Special Systems.
(xv) Sewage Treatment.
(xvi) Fire Services Installation.
(xvii) Fireproofing
(xviii) Seawater Installation
Equipment 3.2.1 Unless otherwise stated equipment (e.g. chillers,
cooling towers, air handling units, fans, boilers,
chimneys, tanks, heat exchangers, pumps and the like)
shall be enumerated stating the duty and type.
3.2.2 All assembly, orientation, alignment, levelling and
bolting down, together with the provision of shims and
packing pieces, grouting and the alignment of couplings
between drivers and rotating equipment shall be deemed
to be included in the item.
3.2.3 Anti-vibration mountings for plant, machinery and the
like shall be deemed to be included with the items
concerned. Anti-vibration material and sound-insulating
material in plant and machinery
(26) Jan 25, 1999
BSMM KCRC
bases shall also be deemed to be included with the
items of plant concerned.
Pipework 3.3.1 Pipework shall be classified according to specification
and size.
3.3.2 Pipework shall be given by length measured over all
fittings, short running lengths and branches, but not
through items of in-line equipment, headers and
trapping sets. Joints in the running length shall be
deemed to be included. Where an in-line reduction in
diameter occurs at a reducer or tee, etc., the larger
diameter shall be measured over the full length of the
fitting.
Refrigeration pipework to split type air conditioning
unit shall be included within the item for air
conditioning unit as described.
3.3.3 In-line equipment, including connections shall be
enumerated stating the type and size. Cutting and
jointing to pipes and fittings shall be deemed to be
included.
3.3.4 Pipework fittings including connections, shall:-
(i) in respect of pipework not exceeding 60
millimetre diameter, be deemed to be included
in the pipework in which they occur; and
(ii) in respect of pipework exceeding 60 millimetre
diameter, be enumerated as extra over the
pipework in which they occur. Reducing fittings
shall be given separately and identified by the
largest diameter.
Cutting and jointing pipes to fittings shall be
deemed to be included.
3.3.5 Flexible and extensible pipework which are detailed in
the Drawings or required in the Specification including
connections shall be enumerated stating the
specifications, size and length. Cutting and jointing
to pipes and fittings shall be deemed to be included.
(27) Jan 25, 1999
BSMM KCRC
3.3.6 Pipework in trenches or embedded shall each be so
described.
3.3.7 Flexible connectors which are detailed in the Drawings
or required in the Specification shall be enumerated
stating the type and size. Cutting and jointing to
pipes and fittings shall be deemed to be included.
Flexible connectors which are not specifically so
detailed or required shall be deemed to be included in
the pipework.
3.3.8 Flow and return header pipes (except those forming an
integral part of plant or equipment) shall be
enumerated stating the length, specification and size
of the header, the number, length, specification and
size of each branch, the method of construction and
method of jointing the ends.
3.3.9 Everything necessary for jointing shall be deemed to be
included in the items.
3.3.10 Screwed sockets, tappings, bosses and welding-necks
welded to pipes or flanges shall be included in the
item. Perforating the pipework or flange shall be
deemed to be included with the items.
3.3.11 Connections between pipework of differing materials,
shall be held to be included in the item of pipework.
3.3.12 Pipework supports including all final supports (being
any element between the structure or the support
structure and the pipe), fabricated composite support
structures used to fix supports for more than one
installation, proprietary or specialist support systems
and components and spring compensated components, pipe
anchors and guides shall all be deemed to be included
in the pipework.
3.3.13 Any flanges (except puddle flanges), unions or other
devices used solely for erection purposes shall be
deemed to be included with the items of pipework.
3.3.14 Puddle flanges shall be enumerated stating the type,
length and the size.
3.3.15 Wall, floor and ceiling plates shall be deemed to be
included in the pipework items concerned.
(28) Jan 25, 1999
BSMM KCRC
3.3.16 Trapping sets shall be enumerated as a single item
stating size.
3.3.17 Notwithstanding the requirement of paragraph 3.3.2 the
refrigerant pipework including insulation shall be
deemed to be included in the item of split type air
conditioning unit.
Ductwork 3.4.1 Ductwork shall be classified according to specification
and size.
3.4.2 Ductwork rectangular in section shall be given by area
measured over all fittings, short running lengths and
branches. Joints in the running length shall be deemed
to be included.
3.4.3 Fittings to ductwork rectangular in section shall be
deemed to be included in the item.
3.4.4 Ductwork circular and oval in section shall be given by
area measured over all fittings, short running lengths
and branches. Joints in the running length shall be
deemed to be included.
3.4.5 Fittings to ductwork circular and oval in section shall
be enumerated as extra over the ductwork in which they
occur. Air turning vanes shall be deemed to be included
in the fittings.
3.4.6 The following provisions refer to all ductwork whether
rectangular, circular or oval;
(i) Where an in-line reduction in size (given by
circumference/perimeter) occurs at a reducer or
tee etc., the larger size shall be measured
over the full length of the fitting.
(ii) Ductwork turns, mid-feathers, splitter dampers,
access doors and openings, flashing plates,
companion frames, stiffeners and all straps,
hangers, rods, test holes and covers, bungs and
the like shall be deemed to be included. Blank
ends shall be added to the area but no
deduction shall be made for intersections or
openings.
(iii) All cutting of ductwork and connections of
(29) Jan 25, 1999
BSMM KCRC
ductwork to fittings, equipment and ancillaries
and providing all necessary materials, heat,
bolts, nuts, washers and everything necessary
for making joints and connections shall be
deemed to be included in the items.
3.4.7 In-line equipment shall be enumerated stating the size
and type.
3.4.8 Ancillaries (e.g. plenums; nozzles; cowls; grills;
diffusers and louvers; fire dampers; volume control
dampers and the like) shall each be enumerated stating
the size and specification.
3.4.9 Linear slot diffusers shall be given by length stating
the type and size. End caps for actual diffuser lengths
and all necessary supports, hangers, metal brackets,
suspension rods, and the like and protective painting
or finishing shall be deemed to be included with the
linear slot diffuser items.
3.4.10 Flexible and extensible ductwork shall be enumerated
stating the size, type and overall length measured in
0.50 m stages.
3.4.11 Connections between ductwork of differing materials,
flexible connections between ductwork and plant and
isolated joints which differ from those given in the
description of the ductwork shall be deemed to be
included in ductwork and/or equipment item.
3.4.12 Ductwork supports including all final supports (being
any element between the structure, or the support
structure, and the ductwork), fabricated composite
support structures used to fix supports for more than
one duct or installation, proprietary or specialist
support systems and components and spring compensated
components shall all be deemed to be included in the
ductwork.
Insulation 3.5.1 Insulation shall be classified according to
specification, thickness and finish. Details of any
protective covering, any air space between surfaces and
insulation shall be given in the description.
3.5.2 Unless otherwise stated, the following shall be
(30) Jan 25, 1999
BSMM KCRC
deemed to be included in the items:
(i) All fixings and adhesives.
(ii) Forming laps, welts, cut outs, recesses and the
like.
(iii) Painting, vapour seals, sealing, trowelling
smooth, chamfered and sealed edges and the
like.
(iv) Working around supports, small drains or
obstructions.
3.5.3 Insulation to pipework shall be given by length
measured over all fittings stating the size and type of
the pipework. Insulation to joints in the running
length shall be deemed to be included.
Insulation to refrigerant pipework to split type air
conditioning units shall be included within the item
for air conditioning unit as described.
3.5.4 Insulation to pipework fittings shall:-
(i) in respect of pipework not exceeding 60
millimetre diameter, be deemed to be included
in the insulation to pipework in which they
occur; and
(ii) in respect of pipework exceeding 60 millimetre
diameter, be enumerated as extra over the
insulation to pipework in which they occur.
Reducing fittings shall be given separately,
identified by the largest diameter.
Insulation to flanged joints shall be deemed to be
included in the insulation to pipework in which they
occur.
3.5.5 Insulation to in-line equipment shall be enumerated
stating the type and size of ancillaries.
3.5.6 Insulation to external and internal surfaces of
rectangular ductwork shall be described separately and
shall be measured the net area in contact with the
ductwork.
(31) Jan 25, 1999
BSMM KCRC
3.5.7 Working insulation around rectangular ductwork
fittings, stiffeners, joints and the like and the
forming of angles and all other labours shall be deemed
to be included with the insulation to rectangular
ductwork.
3.5.8 Insulation to external and internal surfaces of
circular or oval ductwork shall be described separately
and given by length stating the size of ductwork.
Working insulation around joints shall be deemed to be
included with the insulation.
3.5.9 Working insulation around circular or oval ductwork
fittings shall each be enumerated as extra over the
insulation in which they occur.
3.5.10 Working insulation around gauges, thermometers,
thermostats, pressure and temperature plugs, sensors,
and the like shall be deemed to be included with the
insulation items.
3.5.11 Insulation to in-line equipment for ductwork where
applicable shall be enumerated stating the type and
size of equipment and the type and size of insulation
to the ductwork.
Painting of 3.6.1 Painting of pipes shall be measured by length stating
Mechanical the classification group as follows:
Pipework
and (i) Small pipes (pipes not exceeding 60 millimetres
Ductwork diameter).
(ii) Large pipes (pipes exceeding 60 millimetres
diameter but not exceeding 110 millimetres
diameter).
(iii) Pipes exceeding 110 millimetres (diameter to be
stated).
3.6.2 Painting to internal or external surfaces of
rectangular, round and oval ductwork shall each be
described separately and given by area and shall be
deemed to include all painting around in-line
equipment, gauges, thermostats, test points,
accessories and the like.
3.6.3 Priming and painting off Site and proprietary finishes
(32) Jan 25, 1999
BSMM KCRC
or surface treatments applied as part of the production
process shall be deemed to be included in the items
concerned.
Sundries 3.7.1 Draining and refilling existing systems shall be given
as an item.
3.7.2 Testing, setting to work and any commissioning shall be
given as an item.
3.7.3 An item shall be given where appropriate, for each of
the following:
(i) Preparation of all Installation and
Fabrication/Shop drawings required and
distribution after Approval.
(ii) Preparation of any Design Data required
submission and distribution after review.
(iii) Preparation of any builder's works drawings
required submission and distribution after
review.
(iv) Preparation of "as built" record drawings,
stating method of presentation.
(v) Provision of any mock-ups and/or prototypes.
(vi) Maintenance, other than that required under
defects liability, stating scope and duration
of maintenance required.
(vii) Training of Employer's staff giving scope and
duration.
(viii) Provision of Operation & Maintenance Manuals
stating requirements and number of copies.
(ix) Provision of spares and tools and special
equipment for operating and maintenance
purposes stating detailed requirements.
3.7.4 Plates, discs, labels and identification of plant,
equipment, ancillaries, pipes, ducts, valves etc. shall
be given as an item.
(33) Jan 25, 1999
BSMM KCRC
3.7.5 Fire stopping shall be given as an item.
3.7.6 Any temporary requirement to operate an installation
for purposes other than testing shall be given as an
item stating the required qualification of the
attendant, the duration of the operating period and the
purpose (e.g. drying out of lagging, instructing the
Employer's staff in operating and installation etc.)
and the particulars of any special insurance cover
required. The provision of any fuel or power (other
than electricity) required shall be deemed to be
included in the item.
3.7.7 Instrumentation (e.g. gauges, thermometers,
thermostats, sensors, and the like ) shall be
enumerated stating the size and type.
Work by 3.8.1 Electrical work in connection with Mechanical
Other Trades Installations shall be grouped under an appropriate
in heading.
Connection
with
Mechanical
Installations
(34) Jan 25, 1999
BSMM KCRC
SECTION 4
PLUMBING INSTALLATIONS
Classification 4.1.1 Systems, together with their equipment, pipework,
of Systems insulation and sundries, shall be separately classified
as follows:
(i) Rainwater disposal.
(ii) Sanitary fittings.
(iii) Soil, waste and vent pipe systems.
(iv) Cold water installation.
(v) Hot water installation.
(vi) Flushing water installation.
(vii) Cleansing water
(viii) Compressed air installation.
(ix) Other special services, each given separately.
4.1.2 External or underground mains and sub-mains to each
service above shall be given separately.
Rainwater 4.2.1 Rainwater goods of each material and different grades
Disposal shall be given separately under a heading.
4.2.2 Rainwater pipes shall be measured in accordance with
the rules for measurement of pipework below.
4.2.3 Xxxxx gutters shall be given by length and measured as
the mean length over all bends, angles, junctions and
the like with the method and fixing stated in the
description. Short lengths shall be included in the
item.
4.2.4 Heads including gratings, outlets, angles and stopped
ends shall each be enumerated as extra over the length
of gutter with the extra joints being deemed as
included in the item.
Sanitary 4.3.1 Sanitary fittings such as lavatories, urinals, sinks,
Fittings and baths, WCs flushing cisterns together with all fixings
Plant shall be enumerated; joints to the service, waste and
overflow shall be deemed to be included within the
item.
4.3.2 Boilers, cylinders and cisterns (other than flushing
cisterns) stating the size and method of fixing shall
each be enumerated. The joints to the service,
(35) Jan 25, 1999
BSMM KCRC
overflow and expansion pipework shall be deemed to be
included within the item.
Pipework 4.4.1 Pipes shall be classified according to nominal size,
substance, quality and finish with the method of
jointing and fixing deemed to be included within the
item.
4.4.2 Pipework shall:
(i) for all locations outside of toilet, changing
room and kitchen and mess room locations and
the like (e.g. cleaners rooms) be given by
length measured over all fittings, short
running lengths and branches, headers and
trapping sets. Joints in the running length
shall be deemed to be included. Where an
in-line reduction in diameter occurs at a
reducer or tee, etc., the larger diameter shall
be measured over the full length of the
fitting.
(ii) for all locations within toilet, changing room
and kitchen and mess room locations and the
like (e.g. cleaners rooms) be measured as
points served (e.g.. hot and cold water pipes
to basin as two points, water to a flushing
cistern supplying a urinal range as one point)
giving the total number of points served in
each location separately. Notwithstanding the
provisions of paragraphs 4.4.4 through 4.4.18
below pipework sundries, fittings, insulation
and the like will be deemed to be included.
For the purposes of paragraph 4.4.2 the
physical boundaries of a toilet, changing room
and kitchen and mess room location (and the
like e.g. cleaners rooms) shall be deemed to be
the outside face of walls, the underside of the
slab above and the upper side of the structural
floor slab. Toilet, changing room and kitchen
and mess room locations (and the like e.g.
cleaners rooms) shall include all lobby and
vestibule areas serving the location.
Toilets, changing rooms, kitchens, mess rooms
and the like (e.g cleaners rooms)
(36) Jan 25, 1999
BSMM KCRC
Shall also include the pipe service ducts
adjacent to and serving the locations.
4.4.3 Connections between pipework of differing materials,
shall be held to be included in the item of pipework.
4.4.4 Pipework fittings including junctions, connections,
unions, sockets and the like shall:-
(i) in respect of pipework not exceeding 60
millimetre diameter, be deemed to be included
in the pipework in which they occur; and
(ii) in respect of pipework exceeding 60 millimetre
diameter, be enumerated as extra over the
pipework in which they occur. Reducing fittings
shall be given separately and identified by the
largest diameter.
4.4.5 Sundry items and in-line equipment, including
connections shall be enumerated stating the type and
size. Cutting and jointing to pipes and fittings shall
be deemed to be included.
4.4.6 Plumbers brasswork items such as cones, traps, unions,
ferrules, sockets, flange plates, tank connectors and
the like and all valves and similar items shall be
enumerated separately and the joints and fixings
described for all areas outside toilet, changing room
and kitchen and mess room locations.
4.4.7 Flexible and extensible pipework which are detailed in
the Drawings or required in the Specification including
connections shall be enumerated stating the
specifications, size and length. Cutting and jointing
to pipes and fittings shall be deemed to be included.
4.4.8 Flow and return header pipes (except those forming an
integral part of plant or equipment) shall be
enumerated stating the length, specification and size
of the header, the number, length, specification and
size of each branch, the method of construction and
method of jointing the ends.
4.4.9 Pipework in trenches or embedded shall each be so
described.
(37) Jan 25, 1999
BSMM KCRC
4.4.10 Flexible connectors which are detailed in the Drawings
or required in the Specification shall be enumerated
stating the type and size. Cutting and jointing to
pipes and fittings shall be deemed to be included.
Flexible connectors which are not specifically so
detailed or required shall be deemed to be included in
the pipework.
4.4.11 Everything necessary used for jointing shall be deemed
to be included in the items.
4.4.12 Screwed sockets, tappings, bosses and welding-necks
welded to pipes or flanges shall be included in the
item in which they occur. Perforating the pipework or
flange shall be deemed to be included with the items.
4.4.13 Not Used.
4.4.14 Pipework supports including all final supports (being
any element between the structure or the support
structure and the pipe), fabricated composite support
structures used to fix supports for more than one
installation, proprietary or specialist support systems
& components, spring compensated components, anchors &
guides shall be deemed to be included in the pipework.
4.4.15 Any flanges (except puddle flanges), unions or other
devices used solely for erection purposes shall be
deemed to be included with the items of pipework.
4.4.16 Puddle flanges shall be enumerated stating the type,
length and the size.
4.4.17 Wall, floor and ceiling plates shall be deemed to be
included in the pipework items concerned.
4.4.18 Trapping sets shall be enumerated as a single item
stating size.
4.4.19 Insulation shall be measured in accordance with
paragraph 3.5 herein with the exception of insulation
within toilet, changing room and kitchen and mess room
locations and the like (e.g. cleaners rooms) where
insulation shall be deemed to be included with the
pipework.
(38) Jan 25, 1999
BSMM KCRC
Sundries 4.5.1 Draining and refilling existing systems shall be given
as an item.
4.5.2 Testing, setting to work and any commissioning shall be
given as an item.
4.5.3 An item shall be given where appropriate, for each of
the following:
(i) Preparation of all Installation and
Fabrication/Shop drawings required and
distribution after review.
(ii) Preparation of any Design Data required
submission and distribution after review.
(iii) Preparation of any builder's works drawings
required submission and distribution after
review.
(iv) Preparation of "as built" record drawings,
stating method of presentation.
(v) Provision of any mock-ups and/or prototypes.
(vi) Maintenance, other than that required under
defects liability, stating scope and duration
of maintenance required.
(vii) Training of Employer's staff giving scope and
duration.
(viii) Provision of Operation & Maintenance Manuals
stating requirements and number of copies.
(ix) Provision of spares and tools and special
equipment for operating and maintenance
purposes stating detailed requirements.
4.5.4 Protective or decorative painting of plumbing
installations shall be measured in accordance with
paragraph 3.6 herein.
4.5.5 Plates, discs and labels for identification of plant,
equipment, ancillaries, pipes and ducts, valves and the
like shall be given as an item.
4.5.6 Fire stopping shall be given as an item.
4.5.7 Any temporary requirement to operate an installation
for purposes other than testing shall be given as an
item stating the required qualification of the
attendant, the duration of the operating period and
(39) Jan 25, 1999
BSMM KCRC
the purpose (e.g. drying out of lagging, instructing
the Employers staff in operating and installation etc.)
and the particulars of any special insurance cover
required. The provision of any fuel or power (other
than electricity) require shall be deemed to be
included in the item.
4.5.8 Instrumentation (e.g. gauges, thermometers,
thermostats, sensors, and the like ) shall be
enumerated stating the size and type.
Work by 4.6.1 Electrical work in connection with Plumbing
Other Trades Installations shall be grouped under an appropriate
in heading.
Connection
with
Plumbing
Installations
(40) Jan 25, 1999
BSMM KCRC
SECTION 5
BUILDING MANAGEMENT, ALARM & COMMUNICATIONS
INSTALLATIONS
Classification 5.1.1 Systems, together with their trunking, ducting, cable
of Systems trays and conduits (unless associated with more than
one installation), shall be classified as follows and
given under appropriate headings:
(i) Building or Station Automation System.
(ii) (a) Air conditioning and mechanical
ventilating systems.
(b) Plumbing and drainage systems.
(c) Fire services systems.
(d) Electrical power systems.
(e) Lifts, escalators and travelators.
(f) Lighting control.
(g) Building or station security systems.
(h) Communications systems (e.g. telephone;
public address: closed circuit
television; clocks, bells and the like)
each system given under an appropriate
heading.
(i) Alarm systems (e.g. fire alarms;
security alarms and the like) each
system given under an appropriate
heading.
(j) Other special services or
installations.
Equipment 5.2.1 Unless otherwise stated, equipment (e.g. central
processing units, distributed processing units, master
station, operator stations and control console, display
units, printers, disc drive units, data gathering
panels and the like) shall be enumerated and related to
the Specification or Drawings.
5.2.2 Interfacing, connecting, interconnecting cables,
jointing and making all busbar, cable, conduit,
trunking and cable tray connections and the like and
the provision of all associated components shall be
deemed to be included in the items of equipment.
5.2.3 The provision of all software, including back-up
copies, shall be given as an item.
(41) Jan 25, 1999
BSMM KCRC
5.2.4 Uninterruptible Power Supply Unit (UPS), including
batteries and chargers, with all supply and
interconnecting wiring etc., shall be given as an item.
Distribution 5.3.1 Cable and conduit, cable trunking, trays and ladders
and Principal connections from the Power Source/UPS unit to each data
Inter- gathering equipment, master station and the like shall
connections be given separately as an item stating the equipment
reference and location.
5.3.2 Signal/Control circuits, including approved cable,
conduit trunking and accessories etc. from central
equipment to each data gathering equipment, master
station and the like shall be given separately as an
item stating the equipment reference and location.
Final Circuit 5.4.1 Circuits from each data gathering equipment, master
Points station and the like to field points or sensors for
controlling, monitoring or measurement functions, alarm
provision etc. shall be enumerated under systems
headings as required under paragraph 5.1.1 (ii) above,
stating point of origin, function and locations or
schedule reference where appropriate. The description,
where appropriate, shall state that the items shall
include all necessary sensors, instruments, devices,
auxiliary fittings including clocks, telephones, alarm
bells, loudspeakers and the like etc. and any
appropriate connection thereto.
5.4.2 Cables, trays and ladders, conduits including flexible
conduits and adapters, outlet boxes, junction boxes,
universal boxes, including special boxes, adaptable
boxes, floor-trap boxes, purpose made boxes, flameproof
boxes, expansion joints, all fixings, bending, cutting,
screwing and jointing, laying in trunking or fixing in
trays and ladders, the provision of draw wire or
cables, and all earth continuity requirements for final
circuit points shall be deemed to be included in the
item. Components and forming of holes for making
connections of conduit into trunking shall be deemed to
be included in the point item. Couplings to and forming
holes for conduit entry to equipment shall be deemed to
be included in the item of equipment.
Sundries 5.5.1 Testing, setting to work and any commissioning shall be
given as an item.
(42) Jan 25, 1999
BSMM KCRC
5.5.2 An item shall be given, where appropriate, for each of
the following:
(i) Preparation of all Installation and
Fabrication/Shop drawings required and
distribution after review.
(ii) Preparation of any Design Data required
submission and distribution after review.
(iii) Preparation of any builder's works drawings
required submission and distribution after
review.
(iv) Preparation of "as built" record drawings,
stating method of presentation.
(v) Provision of any mock-ups and/or prototypes.
(vi) Maintenance, other than that required under
defects liability, stating scope and duration
of maintenance required.
(vii) Training of Employer's staff giving scope and
duration.
(viii) Provision of Operation & Maintenance Manuals
stating requirements and number of copies.
(ix) Provision of spares and tools and special
equipment for operating and maintenance
purposes stating detailed requirements.
5.5.3 Plates, discs and labels for the identification of
plant, equipment, cables, switches and the like shall
be given as an item.
5.5.4 Fire stopping shall be given as an item describing the
material to be used.
(43) Jan 25, 1999
BSMM KCRC
SECTION 6
WORK CLASSIFICATION AND CODES
Work 6.1.1 The following Work Classifications and Codes shall be
classification used to prepare the Cost Centres containing
remeasurement items and Schedule of Rates. Additional
Classes may be created if required.
CLASS 1ST DIVISION 2ND DIVISION
------------------------------------------------------------------------------------------------------------------------------
BA Electrical 01 Primary generation equipment 01 Equipment and control gear
Installation 02 Incoming services 02 Conduits (except final circuits)
03 Standby equipment 03 Trunking
04 Main distribution system 04 Busbar Trunking and fittings
05 Lighting and power 05 Trays and ladders
06 Heating 06 Cables (except final circuits)
07 Electrical work associated with 07 Final Circuits
other services installations
08 Earthing and lightning protection systems 08 Fittings and accessories
09 Other special services 09 Earthing and lightning
10 Trunking, ducting, cable trays and protection
conduits
11 Sundries
BB Mechanical 01 Chilled water 01 Equipment
Installation 02 Condensate drains 02 Pipework
03 Heating system 03 Ductwork
04 Steam and condensate 04 Insulation
05 Fuel oils 05 Painting
06 Ventilation systems 06 Work by others
07 Air conditioning systems
08 Special exhaust systems
09 Refrigeration installations
10 Condenser water
11 Water treatment
12 Control systems
13 Building or station automation systems
14 Special systems
15 Sewage treatment
16 Fire services installation
17 Fireproofing
18 Seawater installation
19 Sundries
BC Plumbing 01 Rainwater disposal 01 Equipment
Installation 02 Sanitary fittings 02 Fittings and Plant
03 Soil, waste and vent pipe systems 03 Pipework
04 Cold water installation 04 Work by others
05 Hot water installation
06 Flushing water installation
07 Cleansing water
08 Compressed air installation
09 Other special services
10 Sundries
BD Building 01 BM - air-conditioning and mechanical 01 Equipment
Management, ventilating system
Alarm & 02 BM - plumbing and drainage systems 02 Distribution
Communications 03 BM - fire services systems 03 Final circuit
Installations 04 BM - electrical power systems
05 Lifts, escalators and travelators
06 Lighting control
07 Building or station security systems
08 Communications systems
09 Alarm systems
10 Other special services or installation
11 Sundries
(44) Jan 25, 1999
FORM OF TENDER ANNEX 3
APPENDIX 2 - PRICING DOCUMENT AAMM
ANNEX 3
ADDITIONS AND AMENDMENTS
TO THE
METHODS OF MEASUREMENT
17 December 2002 Contract No. LCC-202
FORM OF TENDER ANNEX 3
APPENDIX 2 - PRICING DOCUMENT AAMM
ANNEX 3
ADDITIONS AND AMENDMENTS
TO THE
METHODS OF MEASUREMENT
Contents
Page 1 Introduction
Pages A/1 - 61 Part A - Additions and Amendments to CESMM3
Pages B/l - 2 Part B - Additions and Amendments to ABWFMM
Page C/l - 3 Part C - Additions and Amendments to BSMM
Pages D/l - 11 Part D - General Additions and Amendments
Pages APP/1/1-2 Appendix 1 - Daywork Labour Schedule
17 December 2002 (i) Contract No. LCC-202
This page has been left intentionally blank
ANNEX 3
Introduction
Item
Reference Item Description
--------------------------------------------------------------------------------
INTRODUCTION
1 The Additions and Amendments to the Methods of Measurement (AAMM)
is divided into the following parts:
Introduction
Part A Additions and Amendments to CESMM3
Part B Additions and Amendments to ABWFMM
Part C Additions and Amendments to BSMM
Part D General Additions and Amendments
2 Parts A, B and C, Additions and Amendments to CESMM3, ABWFMM and
BSMM contain the following types of amendments:
"Add" means a new item has been added which is additional to the
requirements contained in CESMM3, ABWFMM and BSMM.
"Replace" means a CESMM3, ABWFMM and BSMM item has been replaced
in its entirety with the item given in this AAMM.
"Amend" means a part of a CESMM3, ABWFMM and BSMM item has been
amended by replacing it with the item given in this AAMM.
"Delete" means an item has been deleted from CESMM3, ABWFMM and
BSMM. The item shall be deemed not to exist and shall not be
taken into account when preparing the Xxxx of Quantities or
remeasuring the work.
3 Part D, General Additions and Amendments contains additional
requirements.
17 December 2002 1 Contract No. LCC-202
This page has been left intentionally blank
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 1. DEFINITIONS
1.1 Replace paragraph 1.2 with the following:
1.2 'General Conditions' means the Kowloon-Canton Railway
Corporation General Conditions of Contract for Civil
Engineering and Building Works (5 April 2000 Edition)
1.2 Delete paragraph 1.7
1.3 Replace paragraph 1.15 with the following:
1.15 'BS' means British Standard.
1.4 Add paragraph 1.16 as follows:
1.16 With reference to BS4449 in the Pricing Document, this
shall be construed as Construction Standard (CS2).
17 December 2002 A/1 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 2. GENERAL PRINCIPLES
2.1 TITLE APPLICATION AND EXTENT
(a) Replace paragraph 2.1 with the following:
2.1 The title of this document is Civil Engineering Standard
Method of Measurement, third edition, which is abbreviated
to CESMM3.
(b) Replace paragraph 2.2 with the following:
2.2 CESMM3 as amended by this AAMM does not deal with the
preparation of Bills of Quantities for, or the measurement
of, mechanical or electrical engineering work, architectural
or building work or work which is seldom found in civil
engineering contracts.
2.2 OBJECTS OF THE XXXX OF QUANTITIES
Replace paragraph 2.4 with the following:
2.4 The objects of the Xxxx of Quantities are
(a) to provide such information of the work as to enable
tenders to be prepared efficiently and accurately; and
(b) when a Contract has been entered into, to provide for
use of the priced Xxxx of Quantities in the valuation of
work executed in respect of remeasurement items and
variations.
17 December 2002 A/2 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 3. APPLICATION OF THE WORK CLASSIFICATION
No amendments.
17 December 2002 A/3 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 4. CODING AND NUMBERING OF ITEMS
Replace paragraph 4.1 & 4.2 with the following:
4.1 CODING
For convenience of reference each item in the Pricing Schedule
has been assigned a code number consisting of a letter and not
more than five digits (except for Lump Sum Items) as follows:
(a) Lump Sum Items
Each lump sum item in the Pricing Schedule shall be assigned
a unique code number consisting of the letters LS followed
by a Cost Centre letter and a number in ascending order,
e.g.
Lump Sum....................LS
Cost Centre B............... B
Item No..................... 3
(b) Remeasurement Items
Each remeasurement item shall be coded with a Work
Classification Class of the Method of Measurement and
numeric digits. The numeric digits give the position of the
item in the first, second and third divisions etc. of the
class in the Work Classification of Method of Measurement,
e.g.
Work Classification of
SMM (e.g.) ............................G
First Division No......................5
Second Division No.....................2
Third Division No......................9
Additional Description No..............1
17 December 2002 A/4 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
4.1 (Cont'd) (c) Schedule of Rates
The Schedule of Rates item numbering system shall follow
that for remeasurement item (4.1 (b) above), e.g.
Work Classification of
SMM (e.g.).............................G
First Division No......................3
Second Division No.....................4
Third Division No......................5
Additional Description No..............1
4.2 ITEM NUMBERS
(a) Replace paragraph 4.3 with the following:
4.3 Code numbers shall be used to number the items in the
Pricing Document, the items within the Pricing Document
being listed in order of ascending code number.
(b) Replace paragraph 4.4 with the following:
4.4 Code numbers used as item numbers in the Pricing
Document shall not form part of the item descriptions or be
taken into account in the interpretation of the Contract.
4.3 CODING OF UNCLASSIFIED ITEMS
Replace paragraph 4.5 with the following:
4.5 Where a feature of an item is not listed in the Works
Classification, the digit 9 or 9b (in case of item B4 of the
Amendments to CESMM3 hereinafter in relation to the
Instrumental Observations) shall be used in the appropriate
positions in the code number.
17 December 2002 A/5 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 5. PREPARATION OF THE XXXX OF QUANTITIES
5.1 SECTIONS OF THE XXXX OF QUANTITIES
Delete paragraph 5.2.
5.2 LIST OF PRINCIPAL QUANTITIES
Delete paragraph 5.3.
5.3 PREAMBLE
(a) Replace paragraph 5.4 with the following:
5.4 The AAMM shall state the methods of measurement other
than CESMM3, if any, which have been adopted in the
preparation of the Xxxx of Quantities and which are to be
used for the measurement of any part of the Works. Such
methods of measurement shall comprise those adopted and to
be used for any work not covered by CESMM3 and any
amendments to CESMM3 which have been adopted and are to be
used. Amendments comprising abbreviation of CESMM3 are
usually necessary for Contractor-designed work and work
which is intended to involve selection between alternatives
at the discretion of the Contractor.
(b) Replace paragraph 5.5 with the following:
5.5 Where excavation, boring or driving is included in the
work a definition of rock shall be given in the AAMM and
this definition shall be used for the purposes of
measurement.
5.4 DAYWORK SCHEDULE
(a) Replace paragraph 5.6 with the following:
5.6 The Dayworks shall be a statement compiled and
calculated in accordance with the requirements as
mentioned in Part D of this AAMM.
17 December 2002 A/6 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
5.4 (Cont'd) (b) Replace paragraph 5.7 with the following:
5.7 Provisional Sums for work executed on a Daywork basis
shall be given comprising separate items for labour, plant
and materials. The Sums for labour, plant and materials
shall each be followed by a Percentage Adjustment item given
to two places of decimals. The price inserted against each
such item shall be calculated by applying the Percentage
Adjustment item percentage addition or deduction to the
amount of the associated Sum.
5.5 DIVISION OF THE XXXX OF QUANTITIES INTO PARTS
Replace paragraph 5.8 with the following:
5.8 The items in the Pricing Schedule which are to be priced
and to contribute to the Tender Total may be arranged and
divided into Cost Centres and subdivided into Activity Bills
and further Parts to distinguish between those parts of the
work of which the nature, location, access, limitation on
sequence or timing or any other special characteristic is
thought likely to give rise to different methods of
construction or considerations of cost. General Class A
items shall be grouped as a separate Cost Centre ( Cost
Centre A ) of the Pricing Schedule. Items in the Xxxx of
Quantities shall be arranged in the general order of the
Work Classification.
5.6 PRIME COST ITEMS
(a) Delete paragraph 5.15.
(b) Delete paragraph 5.16.
5.7 PROVISIONAL SUMS
Replace paragraph 5.17 with the following:
5.17 Provisional Sums for specific items of work which may
be required shall be included in the last Cost Centre of the
Pricing Schedule.
17 December 2002 A/7 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
5.8 QUANTITIES
Replace paragraph 5.18 with the following:
5.18 The measurement of the quantities for the purpose of
valuation of variations pursuant to Clause 56 of the General
Conditions and the admeasurement of the actual quantities
for Cost Centres containing remeasurement items shall be
computed nett using dimensions from the Drawings, unless
directed otherwise by a measurement rule in the Methods of
Measurement or by the Contract, and no allowance shall be
made for bulking, shrinkage or waste. Fractional quantities
below 0.50 shall be rounded down to the nearest whole number
and fractional quantities of 0.50 and above shall be rounded
up to the nearest whole number, except in the case of steel
bar reinforcement and Structural and Miscellaneous metalwork
measured by weight which shall be given to two places of
decimals. Where the application of above would cause an
entire item to be eliminated, such item shall be billed as
one whole unit.
5.9 UNITS OF MEASUREMENT
Add new unit of measurement and abbreviation to paragraph 5.19 as
follows:
Pair pr
5.10 WORK AFFECTED BY WATER
Replace paragraph 5.20 with the following:
5.20 The Contractor shall allow in the rates for taking all
measures required to execute the work affected by non-tidal
open water or tidal water. For the purpose of this Contract,
works affected by water will not be identified separately.
17 December 2002 A/8 Contract No. LCC-202
ANNEX 3
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5.11 FORM AND SETTING
(a) Replace paragraph 5.22 with the following:
5.22 The Xxxx of Quantities shall be prepared using
Microsoft Excel, Version 5.0 or later version, and set out
on both sides of A4 size paper, in portrait style. The
layout working down the page shall be as follows:
16mm Top Margin
16mm Page Headers comprising:
Contract No., Pricing Schedule, Cost Centre and
Cost Centre Description (in lower case with first
letters capitalized)
8mm Column Headings (see below)
223mm Pricing Schedule Items
20mm Page Footers comprising:
To Summary of Cost Centre or To Pricing Schedule
Summary (in lower case with first letters
capitalized)
Box for Page Total
Page Number
14mm Bottom Margin
The items shall be set out within columns heading and ruled
consecutively as below. 14mm Margins shall be provided on
both sides of the page and the layout working across the
page from left to right shall be as follows:
Column Headed Column Width
------------- ------------
Item Code 23mm
Item Description 74mm
Unit 11mm
Quantity 23mm
Rate HK$ 23mm
Amount HK$ 28mm
The Xxxx of Quantities shall be typed in Courier 10. Item
codes, text and units shall be left justified and quantities
shall be right justified.
17 December 2002 A/9 Contract No. LCC-202
ANNEX 3
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5.11 (Cont'd) (b) Replace paragraph 5.23 with the following:
5.23 Provision shall be made for the amounts inserted on
each page to be totalled and carried to a summary of the
particular Cost Centre and for the total of each Summary of
Cost Centre to be carried to the Pricing Schedule Summary.
5.12 GRAND SUMMARY
Replace paragraph 5.24 with the following:
5.24 The Pricing Schedule Summary shall contain a tabulation
of the Cost Centres of the Pricing Schedule with provision
for insertion of the total of the amounts brought forward
from the summaries of Cost Centre.
5.13 GENERAL CONTINGENCY ALLOWANCE
Delete paragraph 5.25.
5.14 ADJUSTMENT ITEM
Replace paragraph 5.26 with the following:
5.26 Not used
5.15 TOTAL OF THE PRICED XXXX OF QUANTITIES
Replace paragraph 5.27 with the following:
5.27 Not used
17 December 2002 A/10 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
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SECTION 6. COMPLETION, PRICING AND USE OF THE XXXX OF QUANTITIES
6.1 INSERTION OF RATES AND PRICES
(a) Replace paragraph 6.1 with following:
6.1 Rates and prices shall be inserted in the rate column of
the Xxxx of Quantities in whole Hong Kong dollars only.
(b) Add new paragraph 6.1(a) as follows:
6.1(a) The Tenderer shall round down all extended
fractional amounts in the Pricing Schedule below HK$0.50 to
the nearest whole Hong Kong dollar and shall round up all
extended fractional amounts of HK$0.50 and above to the
nearest whole Hong Kong dollar.
(c) Add new paragraph 6.1(b) as follows:
6.1(b) Where rates and prices for varied or additional items
are determined in accordance with the provisions of the
General Conditions they shall be rounded to the nearest
whole Hong Kong dollar in the following manner:
(i) Fractional parts below HK$0.50 shall be rounded down to
the nearest whole Hong Kong dollar.
(ii) Fractional parts of HK$0.50 and above shall be rounded
up to the nearest whole Hong Kong dollar.
(d) Add new paragraph 6.1(c) as follows:
6.1(c) Where work, including varied or additional work, is
measured and valued for purposes of certification and
payment all extended amounts shall be rounded to the nearest
whole Hong Kong dollars in accordance with the provisions of
clause 6.1(b) above.
17 December 2002 A/11 Contract No. LCC-202
ANNEX 3
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6.2 PARTS TO BE TOTALLED
(a) Replace the marginal heading to paragraph 6.2 with the
following:
Cost Centres to be totalled.
(b) Replace paragraph 6.2 with the following:
6.2 Cost Centres to be totalled and the totals carried
forward to the Pricing Schedule Summary.
6.3 ADJUSTMENT ITEM
Delete paragraphs 6.3, 6.4 and 6.5.
17 December 2002 A/12 Contract No. LCC-202
ANNEX 3
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Item
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SECTION 7. METHOD RELATED CHARGES
7.1 CHARGES NOT TO BE MEASURED
Replace paragraph 7.6 with the following:
7.6 Method-Related Charges shall not be subject to
admeasurement but shall be deemed to be prices for the
purposes of Clause 56.2 of the General Conditions and
paragraph B2.7 of the Preamble.
7.2 PAYMENT
Replace paragraph 7.7 with the following:
7.7 Method-Related Charges shall be certified and paid
pursuant to Clauses 66 and 67 of the General Conditions.
7.3 PAYMENT WHEN METHOD NOT ADOPTED
Replace paragraph 7.8 with the following:
7.8 In the event of the satisfactory execution of any part
of the Works which has been the subject of an item for a
Method-Related Charge using, whether in whole or in part, a
method other than that described in the item the Contractor
shall nevertheless be entitled to payment of the
Method-Related Charge, or the balance thereof, as the case
may be. The amount of a Method-Related Charge shall be
neither increased nor decreased by reason only of any change
in method made by the Contractor, unless such change has
been ordered by the Engineer, in which case the provisions
of Clause 54 of the General Conditions shall apply.
17 December 2002 A/13 Contract No.LCC-202
ANNEX 3
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Item
Reference Item Description
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SECTION 8. WORK CLASSIFICATION
8.1 (a) Amend Work Classification Class Y: Sewer and water main
renovation and ancillary works to read as follows:
Class Y: Utilities
(b) Delete Work Classification Class Z: Simply building works
incidental to civil engineering works.
17 December 2002 A/14 Contract No. LCC-202
ANNEX 3
Part A
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Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS A: GENERAL ITEMS
A1 CONTRACTUAL REQUIREMENTS
(a) Replace Second Division items 1 to 3 with the following:
1 Contractor's Bond
2 Off-shore Manufacturing Bond
3 Contractor's Insurance
4 Administration of all insurances required under the
Contract including but without limitation Employee's
Compensation and Statutory Employee's Compensation
Levy.
(b) Amend Coverage Rule C1 to read as follows:
C1 Items for insurance classed as contractual
requirements shall be deemed to include only provision of
insurance in accordance with Clause 33 of the General
Conditions unless otherwise stated.
(c) Add New Coverage Rule C1A as follows:
C1A The item for administration of all insurances
required under the Contract shall also include the payment
of any excesses and all costs and expenses incurred by the
Contractor in administering all insurances required by the
Contract and/or taken out by the Contractor and all
insurance claims received.
A2 SPECIFIED REQUIREMENTS
(a) Delete Measurement Rule M2.
(b) Delete Definition Rule D1.
(c) Replace Additional Description Rule A1 with the following:
A1 Item descriptions for work classed as specified
requirements to be carried out after the issue of the
Substantial Completion Certificate for the Works shall so
state.
(d) Delete Additional Description Rule A3.
(e) Add new Coverage Rule C2 as follows:
C2 Item for testing shall be deemed to include both
testing and provision of samples required for testing
(whether by the Contractor or the Engineer) including
preparation for transportation and testing and delivery.
17 December 2002 A/15 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
--------------------------------------------------------------------------------
A2 (Cont'd) (f) Add new Second Division item 8 corresponding to First
Division item 2 as follows:
8 Temporary Works
(g) Add new Third Division items 1-8 corresponding to Second
Division item 8 as follows:
1 Hoardings and Fencing
2 Project Signboards
3 Utility Diversion
4 Security
5 Access Scaffolding
6 Piling
7 Hard standings
8 Ground Treatment
(h) Add new Measurement Rule M3A as follows:
M3A Piling shall be classified as Temporary Works except
as may be expressly provided in the Contract in which event
it shall be measured under the provisions of Classes P and
Q.
(i) Add new Measurement Rule M3B as follows:
M3B Ground Treatment shall be classified as Temporary
Works except as may be expressly provided in the Contract in
which event it shall be measured under the provisions of
Class C.
(j) Add new Coverage Rule C3 as follows:
C3 Item for hoarding and fencing shall be deemed to
include for supply, erection, painting and maintenance to
meet the specified requirements including either making good
hoarding and fencing before handing over to the Employer or
taking down and disposal as specified.
(k) Add new Coverage Rule C4 as follows:
C4 Item for piling shall be deemed to include ground
treatment to temporary piling.
17 December 2002 A/16 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
--------------------------------------------------------------------------------
A2 (Cont'd) (l) Add new Coverage Rules C5 as follows:
C5 Item for ground treatment shall be deemed to include
ground treatment to Permanent Works except as may be
expressly provided in the Contract.
(m) Add new Coverage Rule C6 as follows:
C6 Item for utility diversion shall be deemed to
include subsequent maintenance, removal of temporary
diversion and making good to match existing.
A3 METHOD-RELATED CHARGES
Amend Third Division item 4 corresponding to Second Division item
1 to read as follows:
4 Stores and Workshops
A4 PROVISIONAL SUMS
(a) Replace Third Division items 1-8 with the following:
1 Labour
2 Percentage adjustment to Provisional Sum for Daywork
labour
3 Materials
4 Percentage adjustment to Provisional Sum for Daywork
materials
5 Contractor's Equipment
6 Percentage adjustment to Provisional Sum for Daywork
Contractor's Equipment.
(b) Replace Measurement Rule M5 with the following:
M5 Adjustments shall be inserted against items for
percentage adjustment to Provisional Sums for Daywork
labour, materials and Contractor's Equipment.
17 December 2002 A/17 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
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A5 NOMINATED SUB-CONTRACTS
(a) Delete First Division items 5 and 6.
(b) Delete Second Division items 1 to 4 corresponding to First
Division item 5 and 6.
(c) Delete Measurement Rule M6.
(d) Delete Additional Description Rules A5 and A6
A6 ADD NEW CATEGORY AS FOLLOWS:
First Division Second Division Third Division
--------------------------------------------------------------
7 Other specified 1 General Attendance for
requirements Project Contractors
2 Temporary Electricity
Supply
A7 OTHER SPECIFIED REQUIREMENTS
(a) Add new Coverage Rule C8 as follows:
C8 Items for general attendance shall be deemed to
include providing general attendance on Project Contractors
as per the Specification.
(b) Add new Coverage Rule C9 as follows:
C9 Items for temporary electricity supply shall be
deemed to include the provision, maintenance and removal of
the electrical supply in accordance with the Specification.
(c) Add new Additional Description Rule A7 as follows:
A7 Item descriptions for general attendance for Project
Contractors shall identify separately each Project
Contractor by contract number and title.
17 December 2002 A/18 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
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A7 (Cont'd) (d) Add new Additional Description Rule A8 as follows:
A8 Item descriptions for temporary electricity supply
shall identify the specifications containing any
requirements for electricity supplies for Project
Contractors, in addition to the requirements of the
Specification.
A8 ADD NEW CATEGORY AS FOLLOWS:
(a) First Division Second Division Third Division
------------------------------------------------------------
8 Contractor's 1 Contractor's
Requirements Design Costs
2 Supply, erect 1 Offices
and remove on 2 Laboratories
completion 3 Cabins
4 Stores and
Workshops
5 Canteens and
Messrooms
3 Supply, install 1 Electricity Supply
and remove 2 Water Supply
completion 3 Site
Communication
facilities
4 Temporary
drainage and
sewage disposal
17 December 2002 A/19 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS B: GROUND INVESTIGATION
Bl EXCLUDES
Replace the Excludes list with the following:
Excludes: Ducts for piezometers and inclinometers cast in
diaphragm walls and piles (included in Classes C
and P)
Excavation not carried out for the purpose of
ground investigation (included in Class E)
Boring for piling (included in Classes P and Q)
Trial holes for utilities (included in Class Y)
B2 ROTARY DRILLED BOREHOLES
(a) Add new Coverage Rule C3A as follows:
C3A Items for rotary drilled boreholes shall include
drilling in any material in any type of ground.
(b) Add new Coverage Rule C3B corresponding to Second Division
item 7 as follows:
C3B Items for core boxes shall be deemed to include
packing the cores and transporting the core boxes to the
Engineer's laboratory or such other location within Hong
Kong as may be required by the Engineer.
B3 SITE TESTS AND OBSERVATIONS
(a) Replace Third Division item 4 corresponding to Second
Division item 2 with the following:
4 Cone penetration nr
(b) Replace Additional Description Rule A13 with the following:
A13 Item descriptions for cone penetration tests shall
state the maximum depth of the cone.
17 December 2002 A/20 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
------------------------------------------------------------------------------------------------------------------------------------
B4 INSTRUMENTAL OBSERVATIONS
-------------------------------------------------------------------------------------------------------------------------------
FIRST SECOND THIRD MEASUREMENT DEFINITION COVERAGE ADDITIONAL
DIVISION DIVISION DIVISION RULES RULES RULES DESCRIPTION
RULES
-------------------------------------------------------------------------------------------------------------------------------
REPLACE THE WHOLE INSTRUMENTAL OBSERVATIONS WITH THE FOLLOWING
6 Instrumental 1 Pressure head 1 Standpipes m M1A Ducts for C4 Item for A15 Item
observations 2 Piezometers m piezometers and inclinometers, descriptions for
3 Install covers nr inclinometers settlement instrumental
4 Monitoring visit cast in gauges and observations
5 Reporting nr diaphragm walls magnetic shall state
and piles are extensometers details of the
2 Inclinometers 1 Installations m excluded from shall be deemed type of
4 Monitoring visit this class and to include observations and
5 Reporting nr are included in provision of the type of
the appropriate special protective
items in Classes boreholes fences.
C and P.
C5 Monitoring A16 Item
3 Settlement 1 Installations nr D4 Datalogger shall be deemed descriptions for
gauges 4 Monitoring visit is deemed to to include inclinometers
4 Resistivity 5 Reporting nr be the taking all and settlement
5 Seismic instrument readings, gauges shall
6 Magnetic and all other measurements, state whether
Extensometer instruments observations the instruments
7 Self-potential connected to and recording, are in special
8 Gravimetric the per visit per boreholes.
9a Datalogger Datalogger instrument on
are deemed to Site, of all
be sensors. data obtainable
from the
instrument and
all of its
sensors as
specified in
the Contract.
C6 Reporting
Shall be deemed
to include
draft final and
final reports
in electronic
file and/or
hard copy form
including
submit it/them
in report
box(es) and
folder(s) with
details and
format all as
specified in
the Contract.
17 December 2002 A/21 Contract No. LCC-202
ANNEX 3
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Amendments to CESMM3
Item
Reference Item Description
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CLASS C: GEOTECHNICAL AND OTHER SPECIALIST PROCESSES
Cl EXCLUDES
Replace the Excludes list with the following:
Excludes: Compaction (included in Class E)
Grouting carried out within tunnels, shafts
and other subterranean cavities (included in
Class T)
C2 DIAPHRAGM WALLS
(a) Replace Second Division item 1 with the following:
1 Excavation in material other than rock m3
(b) Deleted Second Division item 3
(c) Delete Third Division items 1 to 7
(d) Add Third Division items 1, 2 and 3 corresponding to Second
Division item 2 as follows:
1 Rock - Class A
2 Rock - Class B
3 Toe in to rock
(e) Add new Measurement Rules X00X, X00X, X00X, X00X, X00X, X00X
and M12G as follows:
M12A Excavation in diaphragm walls shall be measured under
the following classifications:
i) Material other than rock
Shall include any soft material, completely
and highly decomposed rock and boulders, and
artificial hard material not falling within
the classification of Rock-Class A or B as
defined below.
17 December 2002 A/22 Contract No. LCC-202
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Item
Reference Item Description
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C2 (Cont'd) ii) Rock - Class A
Shall be defined as that rock recovered in an
isolated "measurable core", as described in
Measurement Rule M12C, of more than 200mm but
not exceeding 1300mm within any continuous
length of borehole.
iii) Rock - Class B
Shall be defined as that rock recovered in an
isolated "measurable core", as described in
Measurement Rule M12C, exceeding 1300mm
within any continuous length of borehole.
Class A and Class B rock excavation will be
measured only in the area between ground
level and the "measurement horizon" described
in Measurement Rule M12E.
Natural hard material forming part of sea
walls or similar structures shall be measured
in accordance with the above.
iv) Toe in to rock
Shall be defined as that rock between the
measurement horizon and the founding level of
the diaphragm wall as determined or
instructed by the Engineer.
17 December 2002 A/23 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
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C2(Cont'd) M12B The volume of excavation in diaphragm walls shall be
evaluated as defined below:
Material other than rock
V = D x W x L - (Rock Class A + Rock Class B)
Where - V = volume
D = total depth of panel from the Commencing
Surface
W = nominal width of panel as stated in the item
description
L = length of wall on its axis
Rock Class A and Class B
V = W x K x (L1+L2)
-----
2
Where - V = volume
W = nominal width of panel as stated in
the item description
K = length of "measurable core"
L1 and L2 = respective distances from the two
adjacent "test boreholes"
17 December 2002 A/24 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
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C2 (Cont'd) M12C A "measurable core" for the purposes of classifying
rock to be excavated in diaphragm wall trenches shall be a
solid cylindrical NX size core retrieved by rotary drilling
from "test boreholes" placed at the nominal centres along
the centre line of the diaphragm wall as specified in the
Specification or Drawings and consisting of rock which
cannot be broken by unaided hands. Cores of solid material
which can be demonstrated to have been broken during
drilling or extraction will be considered as "measurable
cores" and consecutive cores from any single borehole which
can be re-assembled to produce a continuous length from any
single borehole shall also be considered as a single
"measurable core". Broken pieces which cannot be
re-assembled to form a cylinder shall not be considered as a
"measurable core". Notwithstanding any other exploratory
boreholes ordered by the Engineer, the volume of Rock
Class A and Class B shall be determined solely from the
"test boreholes" referred to above.
M12D Where diaphragm walls are to be keyed into bedrock a
"theoretical bedrock line" will be determined from the
results of the "test boreholes" along the centre line of the
diaphragm wall. At each "test borehole" location a
theoretical bedrock level will be determined by the first
continuous length of borehole giving more than 50%
"measurable core" recovery providing that further
"measurable core" recovery from lower levels together with
the information given by the adjacent "test boreholes"
provides evidence of bedrock. The theoretical bedrock level
shall be the top of the qualifying "measurable core".
The "theoretical bedrock line" shall be the straight lines
joining the successive theoretical bedrock levels at each
"test borehole" location. All "test boreholes" shall be used
to determine the "theoretical bedrock line".
M12E A "measurement horizon" shall be established for
diaphragm walls which are to be keyed into bedrock for
measurement purposes only. The "measurement horizon" for
each panel of diaphragm wall shall be deemed to be a
horizontal line sited 1.5m above the highest point on the
"theoretical bedrock line" within that panel.
M12F Measurement Rule M12D and M12E shall not be
applicable to diaphragm walls which are not to be keyed into
bedrock. Where diaphragm walls are not to be keyed into
bedrock the toe level as determined or instructed by the
Engineer for each panel of diaphragm wall shall be deemed to
be the "measurement horizon" within that panel for
measurement purposes.
17 December 2002 A/25 Contract No. LCC-202
ANNEX 3
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Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
C2 (Cont'd) M12G Drilling "test boreholes" prior to diaphragm wall
excavation as referred to in Measurement Rule M12D shall be
classed as Ground Investigation (Class B).
(f) Delete Additional Description Rule A5.
(g) Replace Third Division items 1 to 8 corresponding to Second
Division Items 5 and 6 with the following:
1 Nominal size: not exceeding 10mm
2 12mm
3 16mm
4 20mm
5 25mm
6 32mm
7 40mm
8 50mm or greater
(h) Replace Measurement Rule M10 with the following:
M10 The mass measured for reinforcement in diaphragm
walls shall include that of cast in stiffening, lifting and
supporting steel detailed on the Drawings. Any additional
steel required by the Contractor shall not be included in
the mass measured.
(i) Add new Coverage Rules C5 to C11 as follows:
C5 Items for diaphragm walls shall include the
following:
(i) removal and reinstatement of overhead obstructions
to allow erection and movement of plant and
equipment;
(ii) keeping full and detailed records of the work as
carried out and of the ground conditions
encountered;
(iii) taking precautions to avoid damage to structures,
existing sewers, drains and services including
providing temporary supports;
(iv) forming all joints between panels including
waterbars or similar approved where specified;
(v) disposal of excavated materials; and
(vi) dealing with displaced bentonite.
C6 Items for diaphragm walls are deemed to include any
unspecified backfilling to empty diaphragm wall trenches
e.g. to suit the Contractor's method of working or to meet
safety requirements. Excavation rates are deemed to include
excavating through unspecified backfill material.
17 December 2002 A/26 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
--------------------------------------------------------------------------------
C2 (Cont'd) C7 Items for diaphragm walls are deemed to include all
lengths of panels.
C8 Items for guide walls are deemed to include straight
and curved walls and their subsequent breaking out and
removal if required.
C9 Items for guide walls are to include raised guide
walls such as to enable a head of slurry to be maintained at
a suitable height above the water table.
C10 Items for toe in to rock shall include all plant,
equipment and personnel necessary for diaphragm wall
construction.
Cl1 Items for concrete shall be deemed to include ducts
installed as specified and subsequent grouting and making
good.
17 December 2002 A/27 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS D: DEMOLITION AND SITE CLEARANCE
D1 GENERAL CLEARANCE
(a) Replace Coverage Rule C2 with the following:
C2 Items for general clearance shall be deemed to
include the felling and removal of trees and stumps of any
diameter and the backfill of holes left by stumps with
approved backfilling material.
(b) Delete Additional Description Rule A3.
D2 TREES
(a) Replace First Division item 2 with the following:
2 Not used
(b) Delete Second Division items 1 to 5 corresponding to First
Division item 2.
(c) Delete Definition Rules D2.
(d) Delete Coverage Rules C3.
D3 STUMPS
(a) Replace First Division item 3 with the following:
3 Not used
(b) Delete Second Division item 1 to 3 corresponding to First
Division item 3.
D4 BUILDINGS AND OTHER STRUCTURES
Add new Coverage Rule C3A as follows:
C3A Concrete shall be deemed to include mass and
reinforced concrete.
17 December 2002 A/28 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS E: EARTHWORKS
El EXCLUDES
Amend the Excludes list by adding the following:
Excavation to utilities (included in Class Y)
E2 EXCAVATION BY DREDGING, EXCAVATION FOR CUTTINGS, EXCAVATION FOR
FOUNDATIONS AND GENERAL EXCAVATION
(a) Delete Measurement Rule M7
(b) Delete Additional Description Rule A2
E3 EXCAVATION ANCILLARIES
(a) Replace Second Division items 1-8 corresponding to First
Division item 5 with the following:
1 Trimming of excavated surfaces m2
2 Preparation of excavated surfaces m2
3 Disposal of excavated materials m3
4 Dredging to remove silt m3
5 Excavation of material below the Final Surface and
replacement with stated material m3
6 Timber supports left in m2
7 Metal supports left in m2
(b) Delete Measurement Rule M13
(c) Amend Definition Rule D5 to read as follows:
D5 Trimming, preparation and disposal shall be deemed
to be carried out upon material other than topsoil, rock or
artificial hard material unless otherwise stated in item
descriptions.
17 December 2002 A/29 Contract No.LCC-202
ANNEX 3
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Item
Reference Item Description
--------------------------------------------------------------------------------
E4 FILLING
(a) Add new Definition Rule D8A as follows:
D8A Selected excavated material other than topsoil or
rock shall be any of the following materials all as defined
under Clause 7.3 and Table 7.1 of the Standard Specification
Volume 1 - Civil: fine fill, granular fill, special fill,
rock fill (grade 200), rock fill (grade 400).
(b) Add new Definition Rule D8B as follows:
D8B Non-selected excavated material other than topsoil
or rock shall be General Fill material as defined in Clause
7.3 and Table 7.1 of the Standard Specification Volume 0 -
Xxxxx.
(x) Xxxxxx Xxxxxxxxxxx Xxxx X00
(x) Delete Measurement Rule M21
E5 FILLING ANCILLARIES
(a) Add new Second Division item 4 as follows:
4 Scarify surfaces m2
(b) Add new Measurement Rule M24A as follows:
M24A Scarify surfaces shall only be measured to surfaces
scarified in accordance with the Standard Specification.
(c) Add new Coverage Rule C3A as follows:
C3A Items for scarify surfaces shall be deemed to
include compaction.
17 December 2002 A/30 Contract No. LCC-202
ANNEX 3
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Item
Reference Item Description
--------------------------------------------------------------------------------
E6 LANDSCAPING
(a) Replace Coverage Rules C4 with the following:
C4 Items for landscaping shall be deemed to include
fertilizing, protection, trimming and preparation of
surface.
(b) Add new Second Division item 8 as follows:
8 Cementitious m2.
(c) Add new Third Division items 1 and 2 corresponding to Second
Division item 8 as follows:
1 Chunam
2 Sprayed concrete
(d) Add new Measurement Rule M26 corresponding to Second
Division item 8 as follows:
M26 The area measured for chunam and sprayed concrete
shall be the actual area to which the chunam or sprayed
concrete is applied.
(e) Add new Measurement Rule M27 corresponding to Second
Division item 8 as follows:
M27 The area of chunam or sprayed concrete measured
shall include that occupied by obstructions, e.g. trees, not
exceeding 1m2.
(f) Add new Coverage Rule C5 corresponding to Second Division
item 8 as follows:
C5 Items for chunam and sprayed concrete shall be
deemed to include trimming and preparation of surfaces, weep
holes and mesh reinforcement.
(g) Add new Additional Description Rule A19 corresponding to
Second Division item 8 as follows:
A19 Item descriptions for chunam and sprayed concrete
shall identify work upon surfaces which are inclined at an
angle exceeding 30 DEG. to the horizontal.
17 December 2002 A/31 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS F: IN SITU CONCRETE
Fl EXCLUDES
Replace the Excludes list with the following:
Excludes: In situ concrete for:
Capping of boreholes (included in Class B)
Diaphragm walls (included in Class C)
Excavation ancillaries (include in Class E)
Drainage and pipework (included in Classes K
and L)
Piles (included in Classes P and Q)
Roads, pavings, xxxxx and U-channels
(included in Class R)
Tunnel and shaft linings (included in Class
T)
Foundations for fences and gates (included in
Class X)
Utilities (included in Class Y)
Granolithic finish, screeds and other applied
finishes (included in ABWFMM Class AJ)
F2 PROVISION OF CONCRETE
(a) Replace Second Division items 1-8 corresponding to First
Division Item 2 with the following:
1 Class: No fines
2 20/20
3 30/20
4 40/20
5 45/20
6 50/20
(b) Replace First Division item 3 with the following:
3 Not used.
(c) Delete Second Division items 1-3 corresponding to First
Division item 3.
(d) Delete Third Division.
(e) Amend Definition Rule Dl to read as follows:
Dl Items for Provision of concrete shall be classified
in accordance with the Standard Specification Volume 2
-Structural.
17 December 2002 A/32 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
F3 PLACING OF CONCRETE
Add new Additional Description Rule A5 as follows:
A5 Item descriptions for Other concrete forms which is
to steps, stairs, and landings shall so state and shall also
state the waist dimension within the range as follows:
(a) not exceeding 150mm
(b) 150-300mm
(c) 300 - 500mm
(d) exceeding 500mm
17 December 2002 A/33 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS G: CONCRETE ANCILLARIES
Gl EXCLUDES
Replace the Excludes list with the following:
Excludes: Reinforcement in diaphragm walls (included in
Class C)
Pre-tensioned prestressing (included in
Class H)
Formwork and reinforcement in precast
concrete (included in Class H)
Formwork and reinforcement ancillary to
drainage and pipework (included in Classes K
and L)
Formwork and reinforcement in piles (included
in Classes P and Q)
Formwork and reinforcement for concrete
roads, pavings and U-channels (included in
Class R)
Formwork for tunnel and shaft linings
(included in Class T)
Formwork for foundations for fences and gates
(included in Class X)
Formwork and reinforcement for Utilities
(included in Class Y)
Casting of inserts in structures for curtain
xxxxxxx (included in ABWFMM Class AP)
Granolithic finish, screeds and other applied
finishes (included in ABWFMM Class AJ)
G2 FORMWORK
(a) Delete Third Division items 5 and 6 corresponding to Second
Division item 8.
(b) Replace Measurement Rule M2 with the following:
M2 Formwork shall not be measured for the following:
(a) edges of blinding concrete not exceeding 0.2m wide
(b) joints and associated rebates and grooves
(c) temporary surfaces including construction joints
formed at the discretion of the Contractor
(d) surfaces of concrete which are expressly required to
be cast against an excavated surface
(e) surfaces of concrete which are cast against
excavated surfaces inclined at an angle less than 45
DEG. to the horizontal.
17 December 2002 A/34 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
G2 (Cont'd) (f) the soffit and sides of slabs and beams in "top
down" construction unless specifically required by
the Contract
(g) individual fillets, chamfers, splays, drips,
rebates, recesses, grooves and the like not
exceeding 100 millimetres total girth
(c) Delete Measurement Rule M5.
(d) Add new Measurement Rule M5 as follows:
M5 The area of formwork measured shall include kickers
measured in m2 as part of the plane surface on which they
occur.
(e) Replace Measurement Rule M6 with the following:
M6 The area of formwork measured shall include the area
of formwork obscured by:
(a) forms for large and small voids
(b) forms for individual fillets, chamfers, splays,
drips, rebates, recesses, grooves and the like not
exceeding 100 millimetres total girth
(c) inserts
(f) Delete Definition Rules D4 and D5.
(g) Add new Coverage Rule C1A and C1B corresponding to First
Division items 1 to 4 as follows:
C1A Items for formwork measured in m2 shall be deemed to
include kickers expressly required or provided in accordance
with the Contractor's method of construction for which a
notice of no objection has been issued by the Engineer.
C1B Items for formwork shall be deemed to include pipe
sleeves not exceeding 150 mm diameter.
(h) Amend Additional Description Rule A5 to read as follows:
A5 Items descriptions for formwork for concrete
components of constant cross-section shall state the
principal cross-sectional dimensions of the component and
its xxxx number or location or other specific identifying
feature.
17 December 2002 A/35 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
G3 REINFORCEMENT
(a) Replace Third Division items 1 to 8 corresponding to Second
Division items 1 to 4 with the following:
1 Nominal size: not exceeding 10mm
2 12mm
3 16mm
4 20mm
5 25mm
6 32mm
7 40mm
8 50mm or greater
(b) Replace Measurement Rule M8 with the following:
M8 The mass of reinforcement measured shall include the
mass of cast in of steel supports to top reinforcement
detailed on the Drawings. Any additional steel required by
the Contractor shall not be included in the mass measured.
(c) Add new Measurement Rule M9A as follows:
M9A Special joints shall be measured only where they are
expressly required.
(d) Replace Coverage Rule C1 with the following:
Cl Item for reinforcement shall be deemed to include
supporting reinforcement other than cast in steel supports
to top reinforcement detailed on the Drawings.
17 December 2002 A/36 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
G4 CONCRETE ACCESSORIES
(a) Delete Third Division items 4 and 5 corresponding to Second
Division item 1.
(b) Delete Coverage Rule C6.
(c) Delete Additional Description Rule A13.
(d) Add new Measurement Rule M17 corresponding to Second
Division item 3 with the following:
M17 Pipe sleeves shall be measured as inserts only when
size of sleeves exceeding 150mm diameter.
17 December 2002 A/37 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS H: PRECAST CONCRETE
H1 EXCLUDES
Amend the Excludes list by adding the following:
Utilities (included in Class Y)
Precast concrete tiles.
17 December 2002 A/38 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS I: PIPEWORK - PIPES
I1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes J, K. L and Y.
Piped building services (included in BSMM)
I2 PIPES
(a) Replace Additional Rule A1 with the following:
A1 Type of pipework in each item or group of items
shall be stated in item descriptions so that the pipe runs
included can be identified by reference to the Drawings.
(b) Replace Additional Description Rule A2 with the following:
A2 The materials, joint types, nominal bores and lining
requirements of pipes shall be stated in item descriptions
and reference given to applicable specifications and
specified qualities.
17 December 2002 A/39 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS J: PIPEWORK - FITTINGS AND VALVES
J1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes I, K, L and Y.
Piped building services (included in BSMM).
J2 FITTINGS
Replace Additional Description Rule A1 with the following:
A1 The materials, joint types, nominal bores and lining
requirements of pipe fittings shall be stated in item
descriptions and reference given to applicable
specifications and specified qualities. Fittings with puddle
flanges shall be so described.
J3 VALVES AND PENSTOCKS
Replace Additional Description Rule A6 with the following:
A6 The materials, nominal bores and any additional
requirements such as joints, draincocks, extension spindles
and brackets shall be stated in item descriptions for valves
and penstocks and reference given to applicable
specifications and specified qualities.
17 December 2002 A/40 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS K: PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Kl EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes I, J, L and Y.
Ducted building services (included in BSMM).
K2 MANHOLES
Replace Additional Description Rule Al with the following:
A1 Type shall be stated in item descriptions for
manholes, other stated xxxxxxxx and gullies of which details
are given elsewhere in the Contract.
17 December 2002 A/41 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS L: PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES
TO LAYING AND EXCAVATION
LI EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes I, J, K and Y.
Insulation to building services (included in
BSMM).
17 December 2002 A/42 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS M: STRUCTURAL METALWORK
Ml EXCLUDES
Amend the Excludes list by adding the following:
Structural metalwork for metal cladding (included in ABWFMM
Class AG)
Structural metalwork frames for metal roof cladding and
structural supporting frames for metal cladding (included in
ABWFMM Classes AA and AG)
M2 OFF SITE SURFACE TREATMENT
Amend Measurement Rule M8 to read as follows:
M8 Surface treatment carried out on the Site shall be
classed as painting (Class V) or as architectural coatings
and special finishings.
17 December 2002 A/43 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS N: MISCELLANEOUS METALWORK
N1 EXCLUDES
Amend the Excludes list by adding the following:
Utilities (included in Class Y)
Metal cladding (included in ABWFMM Class AG)
Raised access flooring to computer rooms (included in ABWFMM
Class AH)
Metal handrails and capping pieces to glass balustrades
(included in ABWFMM Class AH)
N2 FIRST DIVISION 2
Delete Second Division item 1.
17 December 2002 A/44 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS O: TIMBER
Ol EXCLUDES
Replace the Excludes list with the following:
Formwork to concrete (included in Class G)
Timber piles (included in Class P)
Timber sleepers (included in Class S)
Timber supports in tunnels (included in Class T)
Timber fencing (included in Class X)
Building carpentry and joinery (included in ABWFMM Class AC)
17 December 2002 A/45 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS P: PILES
PI MEASUREMENT RULES
Replace Measurement Rule Ml with the following:
Ml Bored and driven depths shall be measured along the
axes of piles from the Commencing Surface to the toe levels
of bored piles, to the bottom of the casings of driven cast
in place piles and to the bottom of the toes of other driven
piles. The Commencing Surface adopted in the preparation of
the Xxxx of Quantities as the surface at which boring or
driving is expected to begin shall be adopted for the
measurement of the completed work. The levels of the toe
level of bored piles, the bottom of the casings of driven
cast in place piles and the bottom of the toes of other
driven piles adopted for the measurement of the completed
work shall be those shown on the Drawings or otherwise
instructed by the Engineer.
P2 BORED AND DRIVEN CAST IN PLACE CONCRETE PILES
(a) Add new Coverage Rule C2 as follows:
C2 Items for concreted length shall be deemed to
include ducts installed as specified and subsequent grouting
and making good.
(b) Add Additional Description Rules A5a and A5b as follows:
A5a Bored cast in place mini-piles shall be identified
in item descriptions.
A5b For mini-pile measurement, 'concreted length' shall
mean grouted length.
P3 ISOLATED STEEL PILES
Replace Definition Rule D4 with the following:
D4 The length of isolated steel piles shall be the
lengths expressly required to be supplied excluding
extensions but including heads and shoes where specified.
17 December 2002 A/46 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
P4 XXXXXXXX
(a) Add Category 9 - Xxxxxxxx as follows:
First Second
Division Division Third Division
---------------------------------------------------------
9 Xxxxxxxx 1 stated 1 Number of barrettes xx
xxxxxxxx size 2 Excavation to stated
maximum depth m/3/
3 Concrete m/3/
(b) Add Measurement Rule M9 as follows:
M9 Excavation depth shall be measured along the axis of
barrettes from the Commencing Surfaces to the founding
levels of barrettes. The Commencing Surface adopted in the
preparation of the Xxxx of Quantities as the Surface at
which excavation is expected to begin shall be adopted for
the measurement of the completed works. The levels of the
founding level of barrettes adopted for the measurement of
the completed work shall be those shown on the Drawings or
otherwise instructed by the Engineer.
(c) Add Measurement Rule M10 as follows:
M10 Concrete shall be measured from the cut off levels
expressly required to the founding levels shown on Drawings
or otherwise instructed by the Engineer.
(d) Add Definition Rule D8 as follows:
D8 The maximum depth stated in item descriptions for
the depth of barrettes shall be the depth which is not
exceeded by any xxxxxxxx included in the item.
17 December 2002 A/47 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
P4 (Cont'd) (e) Add Coverage Rules C3 and C4 as follows:
C3 Items for excavation for barrettes shall be deemed
to include preparation and upholding sides of excavation.
C4 Items for concrete in xxxxxxxx piles shall be deemed
to include trimming the faces of barrettes and preparing
their tops to receive other work.
(f) Add Additional Description Rule A13 as follows:
A13 The mix specifications or strengths shall be stated
in item descriptions for concrete in barrettes.
17 December 2002 A/48 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS Q: PILING ANCILLARIES
Q1 MEASUREMENT RULES
Replace Measurement Rule Ml with the following:
Ml Work in this class, other than boring through rock and
backfilling empty bore for cast in place concrete piles,
shall be measured only where expressly required.
Q2 FIRST DIVISION ITEM 1 CAST IN PLACE CONCRETE PILES
(a) Replace Second Division items 1 to 8 corresponding to
First Division item 1 with the following:
1 Pre-boring m
2 Boring through rock m
3 Backfilling empty bore with stated material m
4 Permanent casings each length:
not exceeding 13m m
5 exceeding 13m m
6 Enlarged bases nr
7 Cutting off surplus lengths m
8 Preparing heads nr
(b) Add new Measurement Rules M2A and M2B as follows:
M2A The lengths of boring through rock admeasured shall be
the total length, above the toe levels of bored piles shown
on the Drawings or otherwise instructed by the Engineer, of
the rock recovered during pre-drilling at each pile
location.
M2B Notwithstanding Measurement Rule M2A, if no
pre-drilling is required to be carried out at the pile
location, then the length of boring through rock admeasured
shall be the total length, above the toe levels of the bored
piles shown on the Drawings or otherwise instructed by the
Engineer, through a naturally occurring hard strata which,
in the opinion of the Engineer, is MDG grade III rock or
stronger and which exceeds 0.20 cu.m. in size.
17 December 2002 A/49 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
Q2(Cont'd) (c) Add new Additional Description Rule A2a as follows:
A2a Cast in place mini-piles shall be identified in item
description.
Q3 OBSTRUCTIONS
(a) Delete First Division item 7.
(b) Delete Measurement Rule M12.
Q4 PILE TESTS
(a) Add new Second Division items 6, 7 and 8 as follows:
6 Number of cast in place concrete piles cored nr
7 Coring of cast in place concrete piles m
8 Core boxes, length of core stated nr
(b) Add new Measurement Rule M13 corresponding to Second
Division item 7 as follows:
Ml3 Notwithstanding that pile tests are measured per
number, items coring of cast in place concrete piles shall
be measured per metre.
(c) Add new Definition Rule D6 corresponding to Second
Division item 8 as follows:
D6 Core boxes shall be deemed to become the property of
the Employer unless otherwise stated.
(d) Add new Coverage Rule C6 corresponding to Second
Division item 7 as follows:
C6 Items for coring of cast in place concrete piles shall
be deemed to include coring through rock, all tests required
on concrete cores and rock cores, grouting and making good.
(e) Add new Coverage Rule C7 corresponding to Second
Division item 8 as follows:
C7 Items for core boxes shall be deemed to include packing
the cores and transporting the cores boxes to the Engineer's
laboratory or such other location within Hong Kong as may be
required by the Engineer.
17 December 2002 A/50 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
Q4(Cont'd) (f) Add new Additional Description Rule A9 as follows:
A9 Types of non-destructive integrity tests shall be
stated in the item description
Q5 XXXXXXXX
(a) Add Category 9 - Xxxxxxxx as follows:
First
Division Second Division Third Division
----------- ------------------------- ----------------------
9 Xxxxxxxx 1 Excavation through 1 stated xxxxxxxx size
rock m/3/
2 Backfilling with
stated material m/3/
----------------------
3 Plain round steel bar Nominal size:
reinforcement to 1 not exceeding 10m
BS4449 t 2 12mm
3 16mm
4 Deformed high yield 4 20mm
steel bar reinforcement 5 25mm
to BS4449 t 6 32mm
7 40mm
8 50mm or greater
----------------------
5 Guide walls m
6 cutting off surplus 1 stated xxxxxxxx size
length m
7 Preparing heads nr
(b) Add Measurement Rules M14 to M18 as follows:
M14 The length of excavation through rock admeasured shall
be the total length above the founding levels of barrettes
shown on the Drawings or otherwise instructed by the
Engineer, of rock recovered during pre-drilling at each
xxxxxxxx location.
Ml5 Depth of backfilling to barrettes shall be measured
along the axes of barrettes from the Commencing Surfaces to
the cut-off levels of the barrettes.
17 December 2002 A/51 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
Q5(Cont'd) Ml6 The mass measured for reinforcement in barrettes shall
include that of cast in stiffening, lifting and supporting
steel detailed on the Drawings. Any additional steel
required by the Contractor shall not be included in the mass
measured.
M17 The mass of steel reinforcement shall be taken as 0.785
kg/m per 100mm2 of cross-section (7.85 t/m2). The mass of
other reinforcing material shall be taken as stated in the
Contract.
Ml8 Guide walls shall be measured along girth of the
barrettes.
(c) Add Definition Rule D7 as follows:
D7 The nominal size used for classification in item
descriptions for bar reinforcement shall be the
cross-sectional size defined in BS4449.
(d) Add Coverage Rule C8 as follows:
C8 Items for reinforcement in barrettes shall be deemed to
include supporting reinforcement and preparing protruding
reinforcement to receive other work.
17 December 2002 A/52 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS R: ROADS AND PAVINGS
Rl EXCLUDES
Replace the Excludes list with the following:
Excludes: Earthworks (included in Class E)
Drainage (included in Classes I, J, K and L)
Fences and gates (included in Class X)
Utilities (included in Class Y)
Gantries and other substantial structures
supporting traffic signs
Maintenance of roads and pavings
Covers to in situ concrete U-channels
R2 DEFINITION RULES
Delete Definition Rule D1.
R3 SUB BASES, FLEXIBLE ROAD BASES AND SURFACING
(a) Amend Second Division items 1 and 2 (corresponding to First
Division 1) to read as follows:
1 Granular material type 1 as specified m2
2 Granular material type 2 as specified m2.
(b) Amend Second Division items 5 (corresponding to First
Division 1) to read as follows:
5 Lean concrete as specified m2.
R4 CONCRETE PAVEMENTS
(a) Replace Second Division item 1 with the following:
1 Not used.
(b) Amend Second Division item 2 to read as follows:
2 Carriageway slabs of stated strength m2.
17 December 2002 A/53 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
R4(Cont'd) (c) Replace Measurement Rule M5 with the following:
M5 The mass of reinforcement measured shall include the
mass of cast in steel supports to top reinforcement detailed
on the Drawings. Any additional steel required by the
Contractor shall not be included in the mass measured.
(d) Replace Coverage Rule C2 with the following:
C2 Items for reinforcement shall be deemed to include
supporting reinforcement other than cast in steel supports
to top reinforcement detailed on the Drawings.
R5 XXXXX, CHANNELS AND EDGINGS
(a) Replace Second Division items 1 to 7 with the following:
1 Precast concrete xxxxx of Highways Dept types Kl, K2
and K3.
2 Precast concrete drop xxxxx of Highways Dept types K5,
K6, K7, K8 and K9.
3 Precast concrete edging xxxxx of Highways Dept types
El, E2 and E3.
4 In Situ Concrete xxxxx and edging.
5 Asphalt xxxxx.
6 Asphalt channels.
7 In Situ Concrete U-channels.
(b) Delete Second Division item 8.
(c) Add new Coverage Rule C3A corresponding to Second Division
item 7 as follows:
C3A Items for in situ concrete U-channels shall be deemed
to include for formwork and rendering angles, ends, outlets,
intersections and rebates.
(d) Add new Additional Description Rule A7A and A7B
corresponding to Second Division item 7 as follows:
A7A The type and overall size of in situ concrete
U-channels shall be stated in item descriptions for in situ
concrete X-xxxxxxxx.
X0X Item descriptions for in-situ concrete U-channels shall
separately identify reinforced in situ concrete U-channels.
17 December 2002 A/54 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
R6 LIGHT DUTY PAVEMENTS
(a) Amend Second Division item 8 to read as follows:
8 Precast concrete flags or brick paving to stated
specification.
(b) Add new Additional Description Rule X0X
X0X Item descriptions for precast concrete flags or
brick paving shall specify the material.
R7 ANCILLARIES
(a) Add new Coverage Rule C5 as follows:
C5 Items for letters and shapes, continuous lines and
intermittent lines shall be deemed to include solid glass
beads.
(b) Delete Additional Description Rule A8
R8 NOTE
Delete Note at the foot of page 77.
CLASS S: RAIL TRACK
No amendments.
CLASS T: TUNNELS
Tl SUPPORT AND STABILISATION
(a) Add new Third Division item 7 corresponding to Second
Division item 1 as follows:
7 Pregrouted displacement.
17 December 2002 A/55 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS U: BRICKWORK
U1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Brickwork in manholes and other brickwork
incidental to pipework (included in Classes K and
Y)
Blockwork in protective layers to waterproofing
(included in Class W)
Natural stonework other than ashlar masonry and
rubble masonry (included in ABWFMM Class AO)
CLASS V: PAINTING
V1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Road surface markings (included in Class R)
Silk Screen and acid etched letters, numerals,
characters, symbols and graphics (included in
ABWFMM Class AI)
Architectural coatings and special finishings
(included in ABWFMM Class AT)
Building services pipework and ductwork (included
in BSMM)
Painting carried out prior to delivery of
components to the Site
V2 SECOND DIVISION
Amend Second Division items 3 and 4 to read as follows:
3 Concrete
4 Plaster and render
17 December 2002 A/56 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
V3 THIRD DIVISION CORRESPONDING TO SECOND DIVISION ITEMS 1 TO 6
(a) Delete Third Division items 6, 7 and 8.
(b) Add Third Division items 5 and 6 as follows:
5 Isolated surfaces of width or girth not exceeding
500mm m2
6 Letters, numerals, characters, punctuation and the
like nr
(c) Amend Measurement Rule M2 to read as follows:
M2 Isolated surfaces of width or girth not exceeding 500mm
shall not be distinguished by inclination.
(d) Delete Measurement Rule M3.
(e) Delete Definition Rule D1.
(f) Add Definition Rule D1 corresponding to Third Division item
5 as follows:
D1 Isolated surfaces of width or girth not exceeding 500mm
shall be classed as such only where work of overall width or
girth not exceeding 500mm is not in conjunction with
similarly painted work.
(g) Delete Additional Description Rule A3.
(h) Add Additional Description Rule A3 corresponding to Third
Division item 6 as follows:
A3 Item descriptions for letters, numerals, characters,
punctuation and the like shall state the height and style.
V4 Delete Note at the bottom of page 91.
17 December 2002 A/57 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS W: WATERPROOFING
Wl INCLUDES
Replace the Includes list with the following:
Includes: Damp proofing, tanking and roofing
Blockwork in protective layers
W2 EXCLUDES
Replace the Excludes list with the following:
Excludes: Waterproof joints (included in Classes C, G, H, I,
J, K, R, T, U, X and Y)
Damp proof courses in brickwork, blockwork and
masonry (included in Class U)
Roof tiling and metal roof cladding (included in
ABWFMM Class AA)
W3 DAMP PROOFING, TANKING AND ROOFING
(a) Delete Second Division item 2.
(b) Delete Second Division item 7.
W4 PROTECTIVE LAYERS
(a) Replace Second Division item 5 with the following:
5 Blockwork m/2/
(b) Add new Coverage Rule C2 corresponding to Second Division
item 5 as follows:
C2 Items for blockwork shall be deemed to include for
jointing, pointing, ties, dowels, cramps, joggles and the
like; reinforcement; damp proof courses.
(c) Add new Additional Description Rule A2A corresponding to
Second Division item 5 as follows:
A2A Item descriptions for blockwork shall state the
materials, nominal dimensions and type of block.
17 December 2002 A/58 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASS X: MISCELLANEOUS WORK
X1 INCLUDES
Replace Includes with the following:
Includes: Fences, gates and their foundations
Drainage to structures above ground and within
structures below ground
Rock filled gabions
X2 DRAINAGE TO STRUCTURES ABOVE GROUND AND WITHIN STRUCTURES
BELOW GROUND
(a) Amend First Division item 3 to read as follows:
3 Drainage to structures above ground and within
structures below ground
(b) Replace Coverage Rule C3 with the following:
C3 Items for drainage to structures above ground and
within structures below ground shall be deemed to include
supports.
(c) Replace Additional Description Rule A5 with the following:
A5 Item descriptions for drainage to structures above
ground and within structures below ground shall state the
type, principal dimensions and materials of the components.
X3 ADD NEW CATEGORY AS FOLLOWS:
(a) First Division Second Division Third Division
----------------------------------------------------------
5 Corrosion
Monitoring
System nr
(b) Coverage Rule C5
C5 Items for Corrosion Monitoring System shall be deemed
to be fully inclusive of all works necessary at each
location to comply with the requirements of the
Specification and Drawings.
17 December 2002 A/59 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
X3(Cont'd) (c) Additional Description Rule A7
A7 Item descriptions for Corrosion Monitoring System shall
identify the relevant specifications and drawings.
CLASS Y: SEWER AND WATER MAIN RENOVATION AND ANCILLARY WORKS
Y1 CLASS Y
Replace Class Y with the following:
CLASS Y UTILITIES
Includes: Diversions of Utility Services
Trial holes for Utilities
Excludes: Temporary Utility Diversion (included in Class A)
Traffic diversions and regulations (included in
Class A)
Trial pits (included in Class B)
First Division Second Division Third Division
----------------------------------------------------------
1 Diversion of 1 Area Traffic
existing Control
services
2 Drainage 1 Storm drain
2 Foul sewer
3 Electric 1 11Kv
2 33Kv
3 132Kv
4 400Kv
5 Overhead line
4 Gas 1 Low pressure
2 Medium pressure
3 Intermediate pressure
4 High pressure
5 Rediffusion
6 Communications 1 Signal cables
2 Tele-communications
7 Tramways
8 Water 1 Fresh
2 Salt
17 December 2002 A/60 Contract No. LCC-202
ANNEX 3
Part A
Amendments to CESMM3
Item
Reference Item Description
--------------------------------------------------------------------------------
Y1 Measurement Rule M1
(Cont'd)
M1 The unit measurement for Utilities shall be the "sum".
Coverage Rule C1
C1 Item for diversion of existing services shall be deemed to
be fully inclusive of all work necessary to comply with the
requirements of the Specification and Drawings.
Additional Description Rules A1 and A2
A1 "Diversion" is defined in accordance with the Specification.
A2 Item descriptions for diversion of existing services shall
state the diversion reference in accordance with the Schedule of
Utility Arrangements. Separate items shall be given for each
diversion contained in the Schedule of Utility Arrangements.
CLASS Z: SIMPLE BUILDING WORKS INCIDENTAL TO CIVIL
ENGINEERING WORKS
Delete Class Z.
17 December 2002 A/61 Contract No. LCC-202
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ANNEX 3
Part B
Amendments to ABWFMM
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 1. GENERAL PRINCIPLES
1.1 TITLE APPLICATION AND EXTENT
Replace paragraphs 1.1 and 1.2 with the following:
1.1 The title of this document is Architectural Builder's
Works and Finishes Standard Method of Measurement,
which is abbreviated to ABWFMM. The ABWFMM is intended
to be used in conjunction with the General Conditions,
other Standard Methods of Measurement referred to in
the Preamble to the Pricing Document and the AAMM and
only in connection with architectural builder's works
and finishes.
1.2 (a) The Classes in the ABWFMM are supplemental to
those contained in the CESMM3 as amended by
the AAMM.
(b) Sections 1 to 8 of CESMM3 as amended by the AAMM
shall apply to the preparation of Bills of
Quantities in accordance with the ABWFMM.
(c) CESMM3 Classes A to Y as amended by the AAMM shall
be used in preparing architectural builder's work
and finishes Bills of Quantities insofar as the
items included in those Classes are required in
the Bills of Quantities.
2.1 CESMM3 CLASSES
Replace paragraph 2 with the following:
2.1 References to Classes A to Y in the ABWFMM are
references to CESMM3 Classes and where work is excluded
from the ABWFMM and identified as being included in any
Class in CESMM3 then it shall be measured in accordance
with CESMM3 and the AAMM and included in the Xxxx of
Quantities.
17 December 2002 B/1 Contract No. LCC-202
ANNEX 3
Part B
Amendments to ABWFMM
Item
Reference Item Description
--------------------------------------------------------------------------------
CLASSES AA TO AF INCLUSIVE
No amendments.
CLASS AG: METAL CLADDING
AG1 Replace Measurement Rule M2 with the following:
M2 Item descriptions for panels shall group panels within the
following categories:
(i) not exceeding 0.5m2
(ii) 0.5 - 1.0m2
(iii) 1.0 - 1.5m2
(iv) 1.5 - 2.0m2
(v) 2.0 - 2.5m2
(vi) 2.5 - 3.0m2
(vii) exceeding 3.0m2 size to be fully described.
CLASSES AH TO AT INCLUSIVE
No amendments.
17 December 2002 B/2 Contract No. LCC-202
ANNEX 3
Part C
Amendments to BSMM
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 3. MECHANICAL INSTALLATIONS
3.1 Add new paragraphs for "Distribution and Principal Inter-
connections" 3.9.1 and 3.9.2 as follows:
Distribution and Principal Inter-connections
3.9.1 Cable and conduit, cable trunking, trays and ladders
connections from the Power Source/UPS unit to each data
gathering equipment, master station and the like shall be
given separately as an item stating the equipment
reference and location.
3.9.2 Signal/Control circuits, including approved cable, conduit
trunking and accessories etc. from central equipment to
each data gathering equipment, master station and the like
shall be given separately as an item stating the equipment
reference and location.
3.2 Add new paragraphs for "Final Circuit Points" 3.10.1 and 3.10.2
as follows:
Final Circuit Points
3.10.1 Circuits from each data gathering equipment, master
station and the like to field points or sensors or
equipment for controlling, monitoring or measurement
functions, alarm provision etc. shall be enumerated,
stating point of origin, function and locations or
schedule reference where appropriate. The description,
where appropriate, shall state that the items shall
include all necessary sensors, instruments, devices,
auxiliary fittings including clocks, telephones, alarm
bells, loudspeakers and the like etc. and ANY appropriate
connection thereto.
3.10.2 Cables, trays and ladders, conduits including flexible
conduits and adapters, outlet boxes, junction boxes,
universal boxes, including special boxes, adaptable boxes,
floor-trap boxes, purpose made boxes, flameproof boxes,
expansion joints, all fixings, bending, cutting, screwing
and jointing, laying in trunking or fixing in trays and
ladders, the provision of draw wire or cables, and all
earth continuity requirements for final circuit points
shall be deemed to be included in the item. Components and
forming of holes for making connections of conduit into
trunking shall be deemed to be included in the point item.
Couplings to and forming holes for conduit entry to
equipment shall be deemed to be included in the item of
equipment.
17 December 2002 C/1 Contract No. LCC-202
ANNEX 3
Part C
Amendments to BSMM
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 4. PLUMBING INSTALLATION
4.1 Delete item for "Compressed air installation" in Section 4.1.1
(viii) and replace with "Control systems"
4.2 Add new paragraphs for "Distribution and Principal Inter-
connections" 4.7.1 and 4.7.2 as follows:
Distribution and Principal Inter-connections
4.7.1 Cable and conduit, cable trunking, trays and ladders
connections from the Power Source/UPS unit to each data
gathering equipment, master station and the like shall be
given separately as an item stating the equipment
reference and location.
4.7.2 Signal/Control circuits, including approved cable, conduit
trunking and accessories etc. from central equipment to
each data gathering equipment, master station and the like
shall be given separately as an item stating the equipment
reference and location.
4.3 Add new paragraphs for "Final Circuit Points" 4.8.1 and 4.8.2 as
follows:
Final Circuit Points
4.8.1 Circuits from each data gathering equipment, master
station and the like to field points or sensors or
equipment for controlling, monitoring or measurement
functions, alarm provision etc. shall be enumerated,
stating point of origin, function and locations or
schedule reference where appropriate. The description,
where appropriate, shall state that the items shall
include all necessary sensors, instruments, devices,
auxiliary fittings including clocks, telephones, alarm
bells, loudspeakers and the like etc. and ANY appropriate
connection thereto.
17 December 2002 C/2 Contract No. LCC-202
ANNEX 3
Part C
Amendments to BSMM
Item
Reference Item Description
--------------------------------------------------------------------------------
SECTION 4. PLUMBING INSTALLATION (CONT'D)
4.8.2 Cables, trays and ladders, conduits including flexible
conduits and adapters, outlet boxes, junction boxes,
universal boxes, including special boxes, adaptable boxes,
floor-trap boxes, purpose made boxes, flameproof boxes,
expansion joints, all fixings, bending, cutting, screwing
and jointing, laying in trunking or fixing in trays and
ladders, the provision of draw wire or cables, and all
earth continuity requirements for final circuit points
shall be deemed to be included in the item. Components and
forming of holes for making connections of conduit into
trunking shall be deemed to be included in the point item.
Couplings to and forming holes for conduit entry to
equipment shall be deemed to be included in the item
of equipment.
SECTION 6. WORK CLASSIFICATION AND CODES
6.1 Delete item for "Compressed air installation" in Section 6.1.1
class BC, 1st Division, item 08 and replace with "Control
systems"
6.2 Add new items in section 6.1.1 class BB, 2nd Division:
07 - Distribution
08 - Final circuits
6.3 Add new items in section 6.1.1 class BC, 2nd Division:
05 - Distribution
06 - Final circuits
17 December 2002 C/3 Contract No. LCC-202
This page has been left intentionally blank
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
1 GENERAL
1.1 The main headings, sub-headings and item descriptions in the Xxxx
of Quantities identify the work covered by the respective items,
but the descriptions of the Works are not necessarily complete in
all respects. The exact nature and extent of the Works to be
carried out shall be ascertained by reference to the General
Conditions, the Specification and the Drawings as the case may
be, read in conjunction with the relevant method of measurement
and the AAMM.
1.2 The rates and prices inserted in the Xxxx of Quantities shall be
the full inclusive value of the Works described under the several
items, including all costs and expenses which may be required in
and for the execution of the Works in accordance with the
Contract together with all general risks liabilities and
obligations set forth or implied in the documents on which the
tender is based, including all Temporary Works (apart from those
specifically billed).
1.3 A rate or price is to be entered by the Tenderer against each
item in the Xxxx of Quantities whether quantities are stated or
not. Items against which no price is entered shall be deemed to
be covered by the other rates or prices in the Xxxx of
Quantities.
2 ACCESS TO SITE AND METHOD OF WORKING
2.1 Access to the Site as specified will be given free of charge to
the Contractor. Rates and prices shall include the cost of
completely equipping and maintaining the Site together with any
temporary bridging, filling or excavation, and reinstatement
(apart from that specifically itemised in the Pricing Schedule)
which the Contractor may require for his method of construction
within the Site which has been reviewed without objection by the
Engineer, and for all measures to protect adjacent property.
17 December 2002 D/1 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
3 SPECIFIED REQUIREMENTS
Certain items are given in the Pricing Schedule and classed as
specified requirements to cover such works, other than the
Permanent Works, as are expressly stated in the Contract to be
carried out by the Contractor. Other specified requirements not
so given in the Pricing Schedule shall be deemed to be covered
elsewhere in the Pricing Schedule.
4 TEMPORARY WORKS
4.1 Where specific items of Temporary Works are included in the
Pricing Schedule, the rates and prices shall include for all
costs relating to the appropriate items. Unless method-related
charges are inserted in the Pricing Schedule for Temporary Works,
then the rates and prices shall include all costs relating to all
Temporary Works required by the Contractor's method of
construction which has been reviewed without objection by the
Engineer.
5 TEMPORARY DIVERSIONS
5.1 Rates and prices shall include the cost of any temporary
alteration, subsequent maintenance and temporary and permanent
reinstatement of roads, footpaths, railway sidings and services
which the Contractor may require to execute the Works in
accordance with his method of construction which the Engineer has
issued a notice of no objection in response to a submission by
the Contractor.
6 DAYWORKS
6.1 GENERAL
6.1.1 Work may only be carried out on a daywork basis upon the
instruction of the Engineer under Clause 55 of the General
Conditions. The daywork rates, as determined in accordance
with paragraphs 6.2 - 6.4 below, shall apply to all work
carried out pursuant to such an instruction and shall
apply regardless of whether the work is executed using the
Contractor's own resources or the resources of a
subcontractor or other third party; or the actual quantity
of work executed in respect of any item.
17 December 2002 D/2 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
6.2 DAYWORK: LABOUR
6.2.1 Normal Working Hours shall be the hours between 0800 to
1800 on all days excluding General Holidays. Daywork
ordered by the Engineer to be executed outside the Normal
Working Hours shall be measured as labour working
overtime. Labour working overtime shall be paid at the
rates for Normal Working Hours plus a percentage to be
inserted by the Tenderer.
The measurement of labour shall be the aggregate time
employed on the item of daywork to the nearest hour. Meal
breaks and rest periods shall not be measured. Travelling
time by labour from their normal place of employment on
the Site to and from the location where daywork is to be
carried out shall be measured.
6.2.2 Payment for labour employed on a daywork basis shall be
made in accordance with the rates listed in the Daywork
Labour Schedule (attached as Appendix 1 to this AAMM)
adjusted by reference to the percentage set in the Cost
Centre for Provisional Sums and Dayworks as completed by
the Contractor (Cost Centre L).
6.2.3 The percentage adjustment for labour working Normal
Working Hours shall cover all costs associated with the
employment of labour including, but not limited to the
following:
a) hand tools, ladders, trestles and the like;
b) protective clothing and safety equipment;
c) supervision, where non-productive;
d) use of the Contractor's existing services and
Temporary Works;
e) travelling time and transportation costs to and from
and about the Site;
f) general obligations, liabilities and risks involved
in the execution of the Works as set out in or
reasonably inferred from the Contract;
g) overheads and profit;
h) bonus and holiday payments;
i) xxxxxxx'x compensation insurance and all other
statutory requirements;
j) thirteenth month payment and the like;
k) gratuities;
1) daily travelling allowance;
m) severance payment;
n) sick pay scheme;
o) in the case of expatriate labour, all travelling
expenses to and from Hong Kong, housing allowance and
disturbance allowances;
p) meal breaks and rest periods;
q) contribution of employer on Mandatory Provident Fund;
and
r) arrangements for the works at the closed area
17 December 2002 D/3 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
6.2.4 The percentage adjustment for labour working overtime
shall cover all costs as mentioned in paragraph 6.2.3 and
the increased rates for labour working overtime.
6.2.5 The rate for any labour not identified in the Daywork
Labour Schedule shall be fixed by the Engineer based upon
what, in his opinion, is the nearest similar item
appearing in the Daywork Labour Schedule or, where in the
Engineer's opinion there is no similar item, at a rate
analogous to rates contained in the Daywork Labour
Schedule, failing which at a rate considered to be fair
and reasonable by the Engineer.
6.3 DAYWORK: CONTRACTOR'S EQUIPMENT
6.3.1 Payment for Contractor's Equipment employed on a daywork
basis shall be made in accordance with the rates contained
in The Hong Kong Construction Association, Ltd.'s
publication "HKCA Schedules for Plant used in Dayworks
carried out Incidental to Contract Work" (1996 Edition)
("the HKCA Schedules") adjusted by reference to the
percentage set out in the Cost Centre for Provisional Sums
and Dayworks. The notes and conditions contained in the
said publication shall not apply.
6.3.2 The rates given in the HKCA Schedule shall apply during
the Contract.
6.3.3 The rate for any item of Contractor's Equipment not
identified in the HKCA Schedules shall be fixed by the
Engineer based upon what, in his opinion, is the nearest
similar item in the HKCA Schedules or, where in the
Engineer's opinion there is no similar item, at a rate
analogous to rates contained in the HKCA Schedules (in
either case, subject to the percentage adjustment referred
to above), failing which at a rate considered to be fair
and reasonable by the Engineer.
17 December 2002 D/4 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
6.3.4 The rates (subject to the said percentage adjustment) for
Contractor's Equipment used on a daywork basis shall be
exclusive of drivers, operator, crew and attendants but
shall cover all the costs associated with operating the
Contractor's Equipment, including but not limited to the
following:
a) fuel, power, lubricants, spare parts and consumables;
b) storage and distribution of the above items;
c) use of existing services and Temporary Works;
d) insurance of equipment;
e) repairs, servicing and maintenance;
f) supervision (where non productive);
g) general obligations, liabilities and risks involved
in the execution of the Works as set out in or
reasonably inferred from the Contract;
h) overheads and profits
6.3.5 For the purposes of paragraph 6.3.4, "consumables" shall
include items such as oxygen, acetylene, propane or other
gases, welding rods and the like consumed in any way by
the Contractor's Equipment.
6.3.6 The Contractor shall be entitled to payment for on-Site
transportation of Contractor's Equipment used on a daywork
basis to and from the daywork location subject to the
written consent of the Engineer having been obtained
before the transportation takes place. The cost of
mobilizing to Site and demobilizing from Site any
Contractor's Equipment shall be paid for subject to the
prior written consent of the Engineer.
6.3.7 Standing time shall be measured for Contractor's Equipment
where the nature of the daywork requires intermittent
working, but shall not include standing time which occurs
before the daywork commences or after the daywork is
completed. Standing time in excess of eight consecutive
hours will only be paid if the standing time has the prior
consent of the Engineer. All standing time shall be paid
for at one half of the relevant rate set out in the HKCA
Schedules subject to the percentage adjustment set out in
the Cost Centre for Provisional Sums and Dayworks.
17 December 2002 D/5 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
6.4 DAYWORK: MATERIALS
6.4.1 Payment for materials used on daywork shall be made on the
basis of the actual invoiced price, net of all discounts,
adjusted by reference to the percentage set out in the
Cost Centre for Provisional Sums and Dayworks. The
percentage adjustment shall cover all costs associated
with the supply and delivery of such materials including
but not limited to the following:
a) supervision of receipt of materials;
b) delivery to Site;
c) off loading;
d) storage;
e) multiple handling;
f) distribution of the materials on Site;
g) general obligations, liabilities and risks involved
in the execution of the Works as set out in or
reasonably inferred from the Contract;
h) overheads and profit; and
i) avoidable wastage.
6.4.2 Prior to ordering materials required under a daywork
instruction, the Contractor shall provide the Engineer
with at least three competitive quotations for his
consideration (unless the Engineer has indicated otherwise
in writing).
7 GENERAL CLEARANCE
7.1 Rates and prices for General clearance shall be deemed to
include removing, storing, maintaining and subsequently replacing
all pedestrian handrails, central median rails, street signs and
the like.
17 December 2002 D/6 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
8 DEFINITION OF ROCK
8.1 As required by CESMM3 Section 5 paragraph 5.5 "rock" is defined
as follows:
(1) For work other than ground investigation, diaphragm walls
and boring cast in the place concrete piles:
"rock" means all naturally occurring hard strata which, in
the opinion of the Engineer, cannot be broken by hand
without the aid of wedges, xxxxxx hammers or pneumatic
drills, and would normally be removed by:
a) blasting, or
b) chemical gas; or
c) mechanical bursting; or
d) hydraulic breaker.
(2) For diaphragm walls:
"rock" is defined in AAMM Part A Class C: Geotechnical and
other specialist processes.
(3) For ground investigation and bored cast in place concrete
piles:
"rock" means:
a) naturally occurring material of weathering Grade III or
stronger determined in accordance with Hong Kong
Government Geoguide 3; or
b) artificial material.
Both of which have a total core recovery of at least 85% and
with an unconfined uniaxial compressive strength of 25MPa
tested in accordance with International Society for Rock
Mechanics - "Suggested Method for determining uniaxial
compressive strength and deformability of rock materials
(anon 1979)".
9 EARTHWORKS
9.1 For the purpose of measurement all excavated material to be
measured in accordance with CESMM3 Classes E and T shall be
deemed to be suitable for use as filling material in accordance
with the Specification unless approved as otherwise by the
Engineer.
17 December 2002 D/7 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
10 STEEL REINFORCEMENT
10.1 Rates and prices for steel reinforcement shall be deemed to
include the preparation of any additional schedules and any
additional quantity of reinforcement required to suit the
Contractor's method of construction which has been reviewed
without objection by the Engineer.
11 UTILITIES
11.1 Rates and prices for Utilities shall be deemed to include for
all work detailed in the Specification and Drawings associated
with the diversion of utility services and the following:
(a) co-ordination with the Utility Companies;
(b) unloading, handling and storing on the Site, materials
supplied by the Utility Companies;
(c) handling of materials in (b) above from the storage
area to the place where they are to be incorporated in
the Works;
(d) preparation of base onto which the services are to be
laid;
(e) slewing of existing cables;
(f) supply and laying of all ducts, split ducts and cable
tiles;
(g) materials and labour for the construction and all
manholes, joint boxes, valve pits, thrust blocks,
surrounds and the like;
(h) supply and fixing of all ironmongery required for
completion of items described in (g) above. This shall
include such items as covers, frames, step irons,
support brackets, gratings, holding down bolts, safety
chains and the like;
(i) supply of all materials, plant and labour for the
protection maintenance, diversion, testing etc. of all
storm water drains and sewers;
(j) supply and erection of all temporary or permanent
materials for the temporary or permanent support of all
Utility Services.
17 December 2002 D/8 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
11.2 The Contractor shall also allow for:
(a) Exposing and breaking out all abandoned Utility Company
equipment and structures.
(b) Disposal of abandoned or redundant services including
delivery of metallic services to a store designated by
the Engineer.
(c) The protection, lowering, diversion, exposing, breaking
out and disposal or otherwise of any Utility Company
service if so required by the Contractor's proposed use
of the Site.
11.3 The following materials and operations shall be supplied and
carried out by the Utility Companies:
(a) telegraphic and telemetric cables and jointing
materials;
(b) all electric power cables and jointing materials, and;
(c) all piles and fittings except those required for storm
water or sewerage drainage works;
(d) threading cables through ducts or laying cables in a
prepared trench;
(e) making joints in cables;
(f) testing cable and joints;
(g) final aligning, jointing and testing of all pipes and
fittings except those associated with storm water
drains or sewerage drainage works.
11.4 Utility Companies' costs arising from the diversion of existing
services specified in the Schedule of Utility Arrangements or
shown on the Drawings shall be borne by the Employer. Any
additional Utility Company costs incurred due to diversions
necessitated by the Contractor's method of construction which has
been reviewed without objection by the Engineer shall be
reimbursed to the Employer by the Contractor.
17 December 2002 D/9 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
12 ELECTRICITY
12.1 Subject to the following the Contractor shall be deemed to
have allowed in his rates and prices for all electricity
consumed for and in connection with the Works:
The Contractor shall forward to the Engineer all requests
for payment from the utility company for electricity power
supplies consumed for construction works for which the
Employer is responsible in accordance with Specification and
the costs will be met by the Employer.
13 CONTRACTOR'S OTHER CHARGES
13.1 Contractor's Other Charge means the sum for an item inserted in
the Pricing Document by the Contractor in accordance with
paragraph 13.2 hereof.
13.2 Contractor's Other Charges inserted in the Pricing Document shall
cover items which are necessary for the execution of the Works,
as required by the Contract, which have been omitted from or have
not been separately itemised in the Cost Centres and/or Schedule
of Rates nor listed against the headings 'Coverage Rules' in the
Methods of Measurement nor included in the AAMM and for which a
separate charge is required.
13.3 Each item for a Contractor's Other Charge inserted in the
Schedule of Rates and/or any Cost Centre shall be fully described
so as to define precisely the extent of the work or obligation or
service or any other thing to which the Other Charge item
relates.
13.4 The value of the Contractor's Other Charge shall be neither
increased nor decreased by reason only of any change in method
made by the Contractor, unless such change has been ordered by
the Engineer, in which case the provisions of Clause 54 of the
General Conditions shall apply.
13.5 Contractor's Other Charges shall not be subject to admeasurement.
17 December 2002 D/10 Contract No. LCC-202
ANNEX 3
Part D
General Additions & Amendments
Item
Reference Item Description
--------------------------------------------------------------------------------
14 PREMIUM FOR EMPLOYEE'S COMPENSATION INSURANCE AND STATUTORY
EMPLOYEE'S COMPENSATION INSURANCE LEVY
Method of Calculating Premium for the purposes for Pricing the
Tender.
14.1 The sum to be inserted in the Pricing Schedule Summary in respect
of the Employee's Compensation Insurance (ECI) premium and
Statutory Employee's Compensation Insurance Levy (ECIL) shall be
the sum of the following items:
a) the ECI premium shall be equal to 5.5% of the Tender Total
before inclusion of the Provisional Sum for ECI premium, and
ECIL calculated under this item 14.1; and
b) the ECIL shall be equal to 9.3% of the premium in item 14.1
a) above.
14.2 The Provisional Sum in respect of the ECI Premium and ECIL shall
be rounded up to the nearest dollar.
Method of Calculating Premium for the purpose of making payment
after Contract Award.
14.3 Notwithstanding the formula provided in item 14.1a) and 14.1b)
abovementioned, the actual ECI premium and ECIL after Contract
award shall be invoiced by the Employer's appointed broker, Aon
Risk Services Hong Kong Limited, and to be reimbursed by the
Corporation pursuant to Schedule 11 Part B to be calculated
as follows:-
a) The ECI premium shall be equal to the applicable rate
against the Tender Total referred in the Letter of
Acceptance; and
b) The ECIL shall be the prevailing rate as determined by the
Government of the Hong Kong Special Administrative Region,
currently at 9.3%, calculated against the premium in item
14.3 a) above.
17 December 2002 D/11 Contract No. LCC-202
This page has been left intentionally blank
ANNEX 3
Part D
Appendix 1
Daywork Labour Schedule
Item Description Unit Rate HK$
--------------------------------------------------------------------------------
DAYWORK LABOUR SCHEDULE
Labour working during Normal Working Hours
Labourer (male) - unskilled labourer, excavator and
labourer to any trade h ***
Labourer (female) - unskilled labourer, excavator and
labourer to any trade h ***
Concretor h ***
Bricklayer h ***
Drainlayer h ***
Blacksmith h ***
Xxxxxxxxx and xxxxxx h ***
Structural Steel erector h ***
Rubble xxxxx h ***
Splitting xxxxx h ***
Ashlar xxxxx h ***
Plumber h ***
Terrazzo and granolithic worker h ***
Xxxxxxx h ***
Painter h ***
Heavy load coolie h ***
Pneumatic driller h ***
Plant operator h ***
Truck driver h ***
Fitter h ***
Electrician (xxxxxxx) h ***
Plasterer h ***
Bamboo worker and scaffolder h ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
17 December 2002 APP/1/1 Contract No. LCC-202
ANNEX 3
Part D
Appendix 1
Daywork Labour Schedule
Item Description Unit Rate HK$
--------------------------------------------------------------------------------
DAYWORK LABOUR SCHEDULE
Labour working during Normal Working Hours
Steel xxxxxx h ***
Diver h ***
Diver's linesman h ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
17 December 2002 APP/1/2 Contract No. LCC-202
