LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.4 E4.4 : Structural Steelwork 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 LSE4.4 *** ----------- *** 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. [STAMP]
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.2 *** ---------- *** 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. [STAMP]
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.3 *** ---------- *** 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. [STAMP]
More Definitions of LCC-300 Cost Centre E
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.3 E12.3 : Walls ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE12.3 : Walls Page No. LSE12.3/1 *** Page No. LSE12.3/2 *** Page No. LSE12.3/3 *** Page No. LSE12.3/4 *** ----------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE12.3 *** ---------- *** 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. [STAMP]
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.2 E1.2 : Base Slabs General clearance D100 general clearance for Site ha *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F622 thickness 150-300 mm m3 *** *** *** F624 thickness exceeding 500 mm m3 *** *** *** Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F2 Vertical G342.1 width 0.1-0.2 m m *** *** *** G344 width 0.4-1.22 m m2 *** *** *** Formwork finish: type F4 Vertical G342.2 width 0.1-0.2 m; to surface channels m *** *** *** For voids G371 small void depth not exceeding 0.5m nr *** *** *** G372 small void depth 0.5-1 m nr *** *** *** G373 small void depth 1-2 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.2 *** ---------- *** 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 [STAMP]
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E8 : Station - Water Tanks Lump Sum Item LSE8.1 E8.1 : Water Tanks 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 LSE8.1 *** ---------- *** 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. [STAMP]
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Structural Steelwork Hot dip galvanized steel; Grade 43A; Sa 2 1/2 surface preparation in accordance with Swedish Standard SIS 05 5900 N170 Plate flooring; 6 mm thick chequer plate m2 *** *** *** Stainless Steel N190 Antenna at Stairs 3 to 6; comprising 200 mm and 300 mm diameter circular hollow section antenna, 150 x 150 x 10 mm thick square hollow section supports, cap plates, 350 x 350 x 30 mm thick plates and 24 mm diameter Grade 8.8 bolts with plate washers m *** *** *** FLEXIBLE SHEETING AND TILING Rubber nosings; rectangular hollow section; compressible to 20 mm; including fixing to metal ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.4 *** ---------- *** 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. [STAMP]
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2. 2 E2.2 : Base Slabs ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE2.2 : Base Slabs Page No. LSE2.2/1 *** Page No. LSE2.2/2 *** Page No. LSE2.2/3 *** Page No. LSE2.2/4 *** Page No. LSE2.2/5 *** Page No. LSE2.2/6 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE2.2 *** ---------- *** 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. [STAMP]
LCC-300 Cost Centre E. Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F632 thickness 150-300 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Vertical G341 width not exceeding 0.1 m m *** *** *** G342 width 0.1-0.2 m m *** *** *** Curved cylindrical to one radius in one plane; radius 28.941 m G355 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G381.1 beams; 400 x 700 mm deep; integral with 150 mm thick slab m *** *** ***