Brought Forward R. 12.1.7 Previous work - Dimensional accuracy (B3.5) No
Brought Forward R. The steel shall have a minimum yield strength of 228MPa and a minimum ultimate tensile strength of 330MPa. The corrosion resisting coating shall be not less than 275g/m2 commercial class hot dipped galvanising as per SABS 934 before stamping All connector plates shall have been tested by the CSIR and be of a size capable of transmitting the forces between members of a truss without exceeding the design values published in the CSIR report Truss construction Trusses shall be constructed in jigs specially designed to unsure the correct profile, overhangs and cambers Where metal connector plates are used all joints are to be close fitted butt joints made by precision pressing of the metal connector plates into each side of the joint Truss design All trusses shall be designed by a registered Professional Engineer in accordance with SABS 0163 ("Design of Timber Structures") and Code 0160 ("Loadings")
Brought Forward R. OLD MATERIALS NOT TO BE RE-USED: None of the old materials are to be used for new work except where specifically described as being set aside for re-use. OLD MATERIALS TO BECOME THE PROPERTY OF THE CONTRACTOR: Old materials from alterations, except where described to be re-used or handed over, become the property of the Contractor who must allow credit for same in the Final Summary. HANDING OVER OF MATERIALS: Where certain materials or articles from demolitions or articles are described as to be handed over by the Contractor to the Regional Representative or Representative/Agent, such materials or articles shall be properly stored by the Contractor, until handing over thereof. The Contractor must obtain an official receipt listing the materials or articles and dates of handing over. If the Contractor fails to submit the receipt when requested, it shall be deemed that the materials or articles are still in his possession and he will be held liable to the Department for the full replacement value thereof, which amount will be deducted from any monies due to the Contractor. REMOVAL OF EXISTING WORK Taking up and removing vinyl floor coverings, carpeting, etc 1 Vinyl tile floor covering including preparing screed for new floor covering m2 147 Taking out and removing sundry joinery work 2 Timber skirtings from brickwork m 84 Carried Forward R Brought Forward R Taking out and removing doors, windows, etc including thresholds, xxxxx, etc including making good face brickwork on both sides 3 Timber single door and frame 813 x 2032mm high No 3 4 Steel gate to single door 813 x 2032mm high No 3 Taking out and removing glass and mirrors 5 Carefully remove cracked or broken glazing in panes exceeding 0,1m2 and not exceeding 0,5m2 in existing metal windows and doors including scraping out putty on reveals and prepare windows and or doors to receive new glazing (New glazing elsewhere measured) No 2 Taking down and removing roofs, etc 6 Carefully take out and remove existing IBR roofing sheet and make good trusses to receive new roof covering m2 220 7 Remove existing barge boards m 20 8 Remove insulation m2 220 Taking out and removing classroom fittings 9 1200 x 4000mm Long Chalkboard glued to timber framework No 3 10 Pin-up Board No 6
Brought Forward R. Allow for the preparation and submission of the following documents in respect of all buildings 1 Detailed shop drawings indicating truss sizes, truss positions, bracings, details, etc. to be submitted for approval prior the commencement of any fabrication Item 2 Design certificate indicating the licensed programme used, SANS specifications adhered to, general procedures and loadings adopted, sizes and grading of timber components, details, etc. Item 3 Erection guarantee certificate after the whole completed roof truss structure have been inspected, all defective work have been taken out and made good, etc. to the full satisfaction of the Principal Agent Item Sawn softwood attached to these bills of quantities) No 2 Sawn softwood grade 4 5 38 x 114mm Wall plates m 188 6 50 x 220mm Timber Beam m 68 Sundries 7 Two coats creosote on sawn timbers m2 58 EAVES, VERGES, ETC "Everite FC77" pressed fibre-cement 8 15 x 250mm Fascias and barge boards including galvanised steel H-profile jointing strips m 180 Carried Forward R Brought Forward R
Brought Forward R. The civil and structural engineer is responsible for all aspects of civil and structural engineering design and quality control. Without derogating from the generality thereof, the civil and structural engineer will perform the following specific functions and duties in respect of civil and structural engineering aspects of the works:-
Brought Forward R. In addition, the Contractor shall be informed of any limitations or restrictions imposed by existing buildings any restrictions imposed by any authorities and any limitations on the availability of water, power and sewerage facilities. Loadings and Weight Restrictions The Contractor to note that there are height and weight restrictions on the slabs and parking decks. The Contractor to take note of this prior to arranging for delivery trucks for escalators, lifts, materials, etc. Transporting of Rubble The Contractor to ensure all rubble is removed from the floor areas daily and securely stockpiled at their allocated site establishment for daily extraction from site. Rubble should be removed daily and not left over weekends. It is the Contractors responsibility to ensure that the site and their site establishment is kept clean at all times. Specific effort must be made to ensure that the public areas are clean after night work. Access to the works shall be strictly confined to that permitted by the Principal Agent. The Contractor shall be responsible for maintaining such access and reinstating same upon completion." F: R V: R T: R Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 Preliminaries & General Mzamasi Solutions Item Carried Forward R Brought Forward R 1/1/16 Clause 17.0 - Contract instructions Clause 17.0 is amended by the addition of the following: "Subclause 17.6 Incorrect work due to the default of the contractor shall be removed and made good at the Contractor's cost. Should any such work be accepted by the Principal Agent and should this work involve revision to other work or any other remedial work, then such work, including related professional fees, shall be to the cost of the Contractor. Professional fees or other authorised charges in this case shall be payable by the Employer who may deduct same from amounts due or to becom due to the Contractor. Inspection of the works by the Principal Agent and other agents is intended as a means of checking the interpretation of work done and providing clarification and further information where required during the progress of the works. Such inspection shall not in any way relieve the Contractor of his responsibility for ensuring that the work is carried out satisfactorily in all respects, in accordance with the latest agreed programme and in accordance with the Agreement. Contract instructions issued on site are to be recorded in triplicate in a site instruction book which is to be maintained on s...
Brought Forward R. External access: adequate access must be provided and any communal goods lift to be operative. - Roofs: complete and waterproofed. - General: all internal finishes complete. No scaffolding allowed in the permises. Or as stipulated in the tenant lease wherin the Principal Agent will instruct. In the event that the Contractor fails to achieve the dates referred to in THE SCHEDULE (or within any extended period in accordance with Clause A29), the Contractor shall be liable to pay to the Employer, penalties as stated in THE SCHEDULE, Clause A4.2, for the period during which any tenancy remains, in the opinion of the Principal Agent, incomplete. Sectional completion of general tenant areas will only be achieved when each of such areas have, in the opinion of the Principal Agent, reached a sufficient state of completion where the tenant has continuous, secure and unimpeded use of the premises. F:.......................... V:......................... T:......................... Section No. 1 PRELIMINARIES AND GENERAL Bill No. 1 Preliminaries & General Mzamasi Solutions Item
Brought Forward R. Double veneer faced hollow core flush panel door with concealed edges all round.
Brought Forward R. None of the old materials are to be used for new work except where specifically described as being set aside for re-use. Where certain materials or articles from demolitions or alterations are described as to be handed over by the Contractor to the Client, such materials or articles shall be properly stored by the Contractor, until handing over thereof. The Contractor must obtain an official receipt listing the materials or articles and dates of handing over. If the Contractor fails to submit the receipt when requested to do so, it shall be deemed that the materials or articles are still in his possession and he will be held liable to the Client for the full replacement value thereof, which amount will be deducted from any monies due to the Contractor.
Brought Forward R. Section B : A recital of the headings of the individual clauses in the aforementioned JBCC General Preliminaries
