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[null,null,"OTA-26-02"]
[null,null,"Armscor Gates 1 and 2 Reconfiguration "]
[null,null,"SECTION","BILL","PAGE NO","ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[null,null,1,1,1,null,"BILL 1 ","H1",0]
[]
[null,null,1,1,1,null,"PRELIMINARIES","H1",0]
[{"$nulls":10},{"$f":"J9*I9","v":0}]
[null,null,1,1,1,null,"SECTION A","H1",0,null,{"$f":"J10*I10","v":0}]
[{"$nulls":10},0]
[null,null,1,1,1,null,"PRELIMINARIES NOTES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,1,1,1,null,"i)\tThe agreement is to be the JBCC Principal Building Agreement (Edition 6.2) prepared by the Joint Building Contracts Committee, May 2018",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,1,null,"ii)\tThe May 2018 Preliminaries for use with the Principal Building Agreement as recommended by the JBCC Constituents as amended by these Bills of quantities shall be deemed to be incorporated herein. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,1,null,"iii)\tTenderers are referred to the above mentioned documents for the full intent and meaning of each clause thereof (hereinafter referred to by heading and clause number only) for which such allowance must be made as may be considered necessary ",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,1,null,"iv)\tWhere standard clauses or alternatives are not entirely applicable to this contract such modifications, corrections or supplements as will apply are given under each relevant clause heading.",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,1,null,"v) \tWhere any item is not relevant to this specific contract such item is marked N/A (signifying \"not applicable\") ",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,2,null,"vi)\tWhere modifications or amendments as described are made, such modifications and/or amendments shall supersede any conflicting provision in the relevant clauses of the JBCC Series 2000 Preliminaries or the JBCC Principal Building Agreement and the Contractor shall make due allowance for whatever  costs  and  charges  he  may consider  necessary  for  the  carrying  out  and observance  of  the provisions of the clauses as modified and/or amended. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,2,null,"vii)\tNo claim whatsoever shall be entertained in respect of errors or omissions in pricing due to brevity of descriptions of items in these Bills of quantities which are fully described when read in conjunction with the relevant clauses of the said Principal Building Agreement, Preliminaries and Preambles. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,2,null,"viii)\tThe Contractor shall allow opposite each of the clauses whatever costs and charges he may consider necessary for the carrying out, complying with and due observance of the provisions, conditions and requirements set out herein.  \tOnly priced items will be considered in respect of any adjustment of this Section. \tAny  items  left unpriced will be understood  to be provided  for elsewhere and no claim for any extras arising out of the Subcontractor's omission to price any item will be entertained. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,2,null,"------------------------- ",null,0,null,0]
[{"$nulls":10},0]
[null,null,1,1,3,null,"PRELIMINARIES","H1",0,null,0]
[{"$nulls":10},0]
[null,null,1,1,3,1,"FIXED P&G","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,1,1,3,2,"VALUE P&G\t","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,1,1,3,3,"TIME P&G","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C38","v":1},{"$f":"D38","v":1},null,null,"TOTAL CARRIED TO FINAL SUMMARY",null,0,null,{"$f":"SUM(K32:K39)","v":0}]
[{"$nulls":10},0]
[null,null,2,1,4,null,"BILL 1 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,4,null,"DEMOLITIONS","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,4,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,4,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,4,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,4,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,4,null,"These bills are measured based on the Standard System of Measuring Building Work 2015 Seventh Edition. No claims will be entertained for items not covered by the afore mentioned document.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,5,null,"The contractor is advised to be in constant communication with the quantity surveyor during the course of the tender process and/or project with regards to the following:1. Tender drawings versus the Tender bills of quantities - Should there be a discrepancy between the tender drawings and the bills of quantities, the contractor shall notify the quantity surveyor immediately. 2. Construction drawings versus the Tender bills of quantities - Should there be a discrepancy between the construction drawings and the bills of quantities, the contractor shall notify the quantity surveyor immediately. 3. Site Instructions - The quantity surveyor together with the principal agent shall be notified immediately of any site instructions or potential costs in accordance to the contract. No claims or costs arising out of not adhering to the above will be entertained. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,5,null,"Design and Construct: The entire Bills of Quantities shall only be used as a pricing tool and does not supersede the works information, site information and drawings. All works to be executed on site shall be in accordance with drawings and site instructions. The actual works executed on site will be re-measured and adapted to the items outlined within the BoQ. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,5,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,5,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,5,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Dump site","H3",0,null,{"$f":"J74*I74","v":0}]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,6,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal density tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,7,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,8,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,8,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,8,null,"NoticesThe Contractor shall, before commencing work, obtain all necessary authorisation for carrying out the work, by whatever means including the use of pneumatic equipment or blasting, give all necessary notices and pay all charges and fees in connection therewith. He shall also comply with all regulations pertaining to rodent extermination and he/she shall obtain the requisite Rodent Extermination Clearance Certificate and pay all necessary fees. All receipts and certificates shall be left in the safekeeping of the Project Manager. Demolitions shall include all the above mentioned charges and fees. The Contractor shall give ample notice to the Project Manager and Local Authorities regarding any disconnections necessary prior to the removal or interruptions of electrical or telephone cables, water and sanitary services, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,8,null,"Loss After the handing over of the site to the Contractor, the full risk of any loss or damage to buildings to be demolished shall be the responsibility Contractor and he shall take such precautions as he/she deems necessary against such loss or damage.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,8,null,"Disposal of debris, etc. The Contractor shall be responsible for the removal from the site of all materials, rubble, debris and rubbish resulting from the demolitions",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,1,8,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,9,null,"SPECIFIC PRELIMINARIES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,9,null,"PHOTOGRAPHS OF EXISTING STRUCTURES","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,9,1,"The contractor shall compile a complete photographic record of all the adjoining structures prior to commencing with the demolitions","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,1,9,null,"REMOVAL OF EXISTING WORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,9,null,"Breaking down and removing of buildings, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,9,2,"Single storey guard house building with pitched roof approximately 30m2 on plan and 3m high at eaves comprising concrete surface beds, foundations, brick work external walls, brick work internal walls, corrugated roof sheeting on timber trusses.","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,1,9,null,"Taking down and removing existing fence","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,9,3,"Diamond mesh fence with barb wire approximately 2,100mm high including removal of concrete footings, backfilling, etc.","m",{"v":110,"d":"110.00"},null,0]
[{"$nulls":10},0]
[null,null,2,1,9,null,"BUDGETARY ALLOWANCES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,1,9,4,"Allow the sum of R100 000.00 One Hundred Thousand for the Sundry demolitions.","Item",{"v":1,"d":"1.00"},{"v":100000,"d":"100,000.00"},{"v":100000,"d":"100,000.00"}]
[{"$nulls":10},0]
[null,null,{"$f":"C136","v":2},{"$f":"D136","v":1},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K118:K137)","v":{"v":100000,"d":"100,000.00"}}]
[{"$nulls":10},{"$f":"J139*I139","v":0}]
[null,null,2,2,10,null,"BILL 2 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"EARTHWORKS","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,10,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,11,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal density tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,12,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,13,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,13,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,13,null,null,"UL",0,null,{"$f":"J202*I202","v":0}]
[{"$nulls":10},0]
[null,null,2,2,14,null,"SITE CLEARANCE ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,14,null,"Site clearance","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,14,1,"Digging up and removing rubbish, debris, vegetation, hedges, shrubs and trees not exceeding 200mm girth, bush, etc.","m2",{"v":1292,"d":"1,292.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,14,2,"Stripping average 150mm thick layer of top soil and spoil to a dumping site to be located by the contractor. ","m3",{"v":194,"d":"194.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,14,null,"REMOVAL OF TREES ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,14,null,"Cutting down, taking out and removing, grubbing up roots and filling in holes.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,14,3,"Tree and stump exceeding 200mm and not exceeding 500mm girth.","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,14,4,"Tree and stump exceeding 1,000mm and not exceeding 1,500mm girth.","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,14,null,"BULK EXCAVATIONS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,14,null,"Tenderers are to allow for accommodation of traffic, flagmen, etc. all in accordance to best practise and health & safety requirements. The facilities are in an existing live working environment and all care shall be taken to ensure that the site and access to the site is kept clear of rubble, safe for the client, subcontractors neighbours, etc. and this shall be adhered to for the duration of the project.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,2,14,null,"Open face excavation in earth over sloping site not exceeding 2m deep","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,14,5,"Open face cut excavation to fill (cut to and including fill)","m3",{"v":618,"d":"618.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,14,6,"Open face cut excavation to spoil (cut to and including spoil)","m3",{"v":475,"d":"475.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,14,null,"EXCAVATION, FILLING, ETC OTHER THAN BULK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"EXCAVATIONS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"Excavation in earth not exceeding 2m deep below natural, elevated or reduced ground level for","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,7,"Trenches","m3",{"v":173,"d":"173.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,8,"Holes","m3",{"v":97,"d":"97.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,9,"Hand excavations","m3",{"v":11,"d":"11.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"Keeping excavations free of water","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,10,"Keeping excavations free of all water other than subterranean water ","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"Extra over trench and hole excavations in earth for excavation in:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,11,"Hard rock","m3",{"v":219,"d":"219.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,12,"Class A Boulder Excavation. ","m3",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"Extra over all excavations for carting away.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,13,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor. ","m3",{"v":188,"d":"188.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"Risk of collapse of excavations.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,15,14,"Sides of trench and hole excavations not exceeding 1,5m deep.","m2",{"v":298,"d":"298.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,15,null,"FILLING ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,16,null,"Earth filling obtained from the excavations and/or prescribed stock piles on site, including haulage from stock piles, compacted to 93% Mod AASHTO density.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,16,15,"Trenches, holes, etc.","m3",{"v":89,"d":"89.00"},null,{"$f":"J266*I266","v":0}]
[{"$nulls":10},0]
[null,null,2,2,16,null,"Imported selected gravel from commercial sources (Minimum G5 material to TRH14)) layer material in 150mm thick layers compacted to 95% modified AASHTO density.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,16,16,"Below ramps, steps, etc.","m3",{"v":11,"d":"11.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,17,"In Forming Platforms","m3",{"v":475,"d":"475.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,18,"Below surface beds, etc.","m3",{"v":61,"d":"61.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,null,"Imported sand blinding below surface beds, paving, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,16,19,"To form platforms, etc.","m3",{"v":11,"d":"11.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,null,"Compaction of surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,16,20,"Compaction of ground surfaces under trenches and holes to 90% Mod AASHTO density.","m2",{"v":267,"d":"267.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,21,"Rip up and scarify ground surfaces under floors for a depth of 150mm, breaking down oversize material, including taking up a maximum tolerance of 50mm and adding suitable material where necessary and carting away where necessary and compacting to 95% Mod AASHTO density.","m2",{"v":1293,"d":"1,293.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,null,"Prescribed density tests on filling.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,16,22,"\"Modified AASHTO Density\" test.","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,23,"Natural CBR Indicator Test","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,16,null,"SOIL POISONING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,17,null,"\"Hyvar X\" or equivalent Weedkiller mixed with water and applied at a rate of 100grams/m","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,17,24,"Weed killer applied to earth or earth filling under concrete surface beds, paving, etc., including V-grooves along foundation walls and around columns, etc., including submission of compliance with specification. ","m2",{"v":204,"d":"204.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,17,null,"Soil insecticide","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,2,17,25,"To bottoms and sides of trenches etc.","m2",{"v":463,"d":"463.00"},null,0]
[{"$nulls":10},0]
[null,null,2,2,17,26,"Under floors etc, including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming.","m2",{"v":343,"d":"343.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C302","v":2},{"$f":"D302","v":2},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K204:K303)","v":0}]
[{"$nulls":10},0]
[null,null,2,3,18,null,"BILL 3 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"CONCRETE, FORMWORK AND REINFORCEMENT","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,18,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,19,null,"Project specification","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,19,null,"5.1.1 \"Only CEM I 42,5 (Portland cement) or CEM II/A-V 42,5 (Portland fly ash cement) or CEM II/A-S 42,5 (Portland slag cement) or CEM II/B-S 42,5 (Portland slag cement) according to SANS 50197-1 (SABS ENV 197-1), may be used. The cement may not consist of more than 20% siliceous fly ash or 30% granulated blast furnace slag, blended with the Portland Cement.  Should the contractor wish to use any other type of cement, he shall obtain the engineer's prior written approval.\" No industrial waste from industrial facilities co-fired with hazardous waste may be used. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,19,null,"Tolerance","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,19,null,"Tolerance shall be based on Accuracy Degree I on all exposed concrete as described on the particular section. Degree of Accuracy II is also described separately on the particular section for all concrete requiring waterproofing. ",null,0,null,{"$f":"J330*I330","v":0}]
[{"$nulls":10},0]
[null,null,2,3,19,null,"Cost of tests","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,19,null,"The costs of making, storing and testing of concrete test cubes as required under clause 7 \"Tests\" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect.  The testing shall be undertaken by an independent firm or institution nominated by the contractor to the approval of the architect.  (Test cubes are measured separately)",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,19,null,"Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (12:1), the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh.  The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,"Formwork","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,"Description of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,"The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,"Formworks to soffits of solid etc shall be deemed to be slabs not exceeding 250mm thick unless otherwise described",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,"Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer for design reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\"",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,"Exposed concrete finish ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,"All exposed concrete surfaces shall be \"F2 class of finish\"",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,3,20,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"CONCRETE, FORMWORKAND REINFORCEMENT","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"15MPa/20mm concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,1,"Surface blinding under footings and bases","m3",{"v":13,"d":"13.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,2,"Fill in narrow widths","m3",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"30MPa/19mm concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,3,"Surface beds and thickenings cast in panels on waterproofing","m3",{"v":20,"d":"20.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,4,"Footings ","m3",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,5,"Bases ","m3",{"v":64,"d":"64.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"REINFORCED CONCRETE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"20MPa/19mm concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,6,"Aprons cast in panels on waterproofing and laid to falls","m3",{"v":11,"d":"11.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,null,"30MPa/19mm concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,21,7,"Slabs including beams, inverted beams.","m3",{"v":0.5,"d":"0.50"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,8,"Strong room slabs ","m3",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,9,"Isolated beams","m3",{"v":17,"d":"17.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,10,"Built up slabs, plinths, etc.","m3",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,21,11,"Columns","m3",{"v":21,"d":"21.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,12,"Feature walls","m3",{"v":11,"d":"11.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,null,"TEST CUBES","H2",0,null,{"$f":"J394*I394","v":0}]
[{"$nulls":10},0]
[null,null,2,3,22,13,"Allow for preparing a set of three concrete strength test cubes, each size 150 x 150 x 150mm, sending them to an approved independent testing laboratory for testing and paying all charges in connection therewith. (Provisional)","No",{"v":17,"d":"17.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,null,"CONCRETE SUNDRIES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,22,null,"Holding down bolts","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,22,14,"Take delivery of a set of two holding down bolts complete with template (supplied by steel sub-contractor) and cast in exact position in the top of concrete including maintaining in position during concreting","No",{"v":62,"d":"62.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,null,"Finishing top surfaces of concrete smooth with a power float","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,22,15,"Surface beds, etc","m2",{"v":204,"d":"204.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,null,"Finishing top surfaces of concrete smooth with a wood float/steel trowel","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,22,16,"Aprons to falls, etc","m2",{"v":139,"d":"139.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,17,"Strong room slabs","m2",{"v":39,"d":"39.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,null,"Steel float","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,22,18,"Tops of upstand beams, etc.","m2",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,19,"Tops of isolated beams, etc.","m2",{"v":28,"d":"28.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,20,"Built up slabs, plinths, etc.","m2",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,22,null,"Void formers to built up slabs, plinths, etc","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,22,21,"Polystyrene Void former blocks 600 x 600 x 300mm","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,null,"Roof outlets (cast in):","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,23,22,"Geberit 359.119.00.1 pluvia roof outlet 9L/S or equally approved","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,23,"160mm Vertical outlet cast on concrete","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,24,"160mm 45 Degree side outlet cast on concrete","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,null,"Sleeve penetrations (Cast in)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,23,25,"200mm Diameter sleeve penetration cast in horizontally through 255mm deep slabs including hole through formwork, etc.","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,null,"Grooves, channels, mortices, sinkings, etc in concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,23,26,"50x50mm V-shaped drip groove to the bottom of concrete slabs including all formwork necessary to form grooves","m",{"v":122,"d":"122.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,null,"ROUGH FORMWORK (DEGREE OF ACCURACY II)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,23,null,"Rough formwork to sides of aprons","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,23,27,"Edges, risers, ends and reveals not exceeding 300mm high or wide","m",{"v":116,"d":"116.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,null,"SMOOTH FORMWORK (DEGREE OF ACCURACY II)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,23,null,"Smooth formwork not exceeding 3.5m high above bearing level, to:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,23,28,"Edges, risers, ends and reveals exceeding 300mm high or wide","m2",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,29,"Edges, risers, ends and reveals not exceeding 300mm high or wide","m",{"v":34,"d":"34.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,30,"Soffits of slabs not exceeding 250mm thick","m2",{"v":39,"d":"39.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,23,31,"Sides of inverted beams (above concrete)","m2",{"v":2,"d":"2.00"},null,{"$f":"J458*I458","v":0}]
[{"$nulls":10},0]
[null,null,2,3,24,32,"Sides and soffits of beams","m2",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,33,"Feature walls","m2",{"v":84,"d":"84.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"Smooth formwork exceeding 3.5m and not exceeding 5m high above bearing level, to:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,34,"Sides and soffits of isolated beams","m2",{"v":175,"d":"175.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"EXPOSED FORMWORK (DEGREE OF ACCURACY I) - Class of Finish F2","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"Smooth formwork exceeding 5m and not exceeding 6m high above bearing level, to:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,35,"Sides of rectangular columns","m2",{"v":136,"d":"136.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,36,"Sides of square columns","m2",{"v":46,"d":"46.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"SUNDRY FORMWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"Boxing in smooth formwork to form:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,37,"20 x 20mm Vertical chamfer at corners.","m",{"v":396,"d":"396.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,38,"20 x 20mm Horizontal chamfer at corners.","m",{"v":530,"d":"530.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"Smooth formwork to form:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,39,"Opening not exceeding 1m girth through concrete slabs not exceeding 255mm thick","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,40,"Opening exceeding 1m and not exceeding 2m girth through concrete slabs not exceeding 255mm thick","m",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"MOVEMENT JOINTS ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,null,"Expansion joints with Jointex between vertical concrete surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,24,41,"20mm Joints not exceeding 300mm high or wide.","m",{"v":33,"d":"33.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,25,null,"Expansion joints with Jointex between vertical concrete and brickwork surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,42,"15mm Joints not exceeding 300mm high or wide.","m",{"v":116,"d":"116.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,25,null,"Saw cut joints","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,43,"First step, 3mm cut 40mm deep, second step 6mm cut 10mm deep","m",{"v":121,"d":"121.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,25,null,"REINFORCEMENT (PROVISIONAL)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,null,"Steel reinforcement to structural concrete work","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,44,"Steel reinforcing bars in foundations","t",12.34,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,45,"Steel reinforcing bars in structural concrete","t",{"v":12.1,"d":"12.10"},null,0]
[{"$nulls":10},0]
[null,null,2,3,25,null,"High tensile steel dowel bars.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,46,"16mm Diameter anti crack mild steel Y bars 1000mm long on stools around columns & corners","t",0.26,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,null,"Fabric reinforcement","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,3,25,47,"Type 193 fabric reinforcement on top of built up slabs, plinths, etc.","m2",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,25,48,"Type 193 fabric reinforcement in concrete surface beds laid to falls, etc.","m2",{"v":139,"d":"139.00"},null,0]
[{"$nulls":10},0]
[null,null,2,3,25,49,"Type 245 fabric reinforcement in concrete surface beds, etc.","m2",{"v":204,"d":"204.00"},null,{"$f":"J522*I522","v":0}]
[{"$nulls":10},0]
[null,null,{"$f":"C522","v":2},{"$f":"D522","v":3},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K359:K523)","v":0}]
[{"$nulls":10},0]
[null,null,2,4,26,null,"BILL 4 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"PRECAST CONCRETE","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"Sizes","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"Blocks, sills, etc. measured linear shall be made in suitable lengths. Large size setting out drawings shall be prepared where necessary and submitted to the principal agent for approval before moulds are made",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"General","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,26,null,"Where kerbstones, blocks, etc. are laid in ground descriptions shall be deemed to include necessary excavation, filling in and ramming",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"Samples","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"Samples of all precast concrete works shall be priced, delivered to site and provided to the principal agent for approval.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"Mortar","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"The mortar materials shall be mixed dry until a uniform colour is attained. Water shall then be added  and  the  mixture  turned  over until the ingredients are thoroughly incorporated. The  mortar shall be produced in such quantities that no setting occurs before use. (Usually less than 2 hours). When cement mortar is mixed old mortar that has already set shall be removed from the mixer or the platform as such mortar may not be incorporated in a new batch. No water shall be added afterwards to improve workability. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"Accuracy in building","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,"Unless specified otherwise accuracy grade II shall apply as set out in SANS 10155. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,4,27,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,28,null,"PRECAST CONCRETE COPINGS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,28,null,"Precast concrete finished smooth on exposed surfaces, bedded in class II mortar, including jointing, pointing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,28,1,"Coping type 014 \"Modcon or similar approved\" 370x75x65mm thick overall copings weathered on top to 65mm thick along one edge, with two drip grooves on the bottom along both edges and joint sealer on top side ","m",{"v":69,"d":"69.00"},null,0]
[{"$nulls":10},0]
[null,null,2,4,28,null,"PRECAST WINDOW SILLS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,28,null,"Concrete \"grey\" sills in single lengths bedded in class I mortar including metal fixing lugs etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,28,2,"Coping type 036 \"Modcon or similar approved\" 370x125mm thick at its highest in the middle and sides tapered/ weathered down to 100mm thick at its lowest on both sides, with two drip grooves on the bottom along both edges and joint sealer on top side ","m",{"v":27,"d":"27.00"},null,0]
[{"$nulls":10},0]
[null,null,2,4,28,null,"PRECAST CONCRETE DUST BIN","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,4,28,3,"500 x 500 x 800mm high Precast concrete dustbin with 50mm diameter hole at the bottom for drainage.","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C580","v":2},{"$f":"D580","v":4},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K568:K581)","v":0}]
[{"$nulls":10},0]
[null,null,2,5,29,null,"BILL 5 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,29,null,"MASONRY","H1",0,null,{"$f":"J586*I586","v":0}]
[{"$nulls":10},0]
[null,null,2,5,29,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,29,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,29,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,29,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,29,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,29,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,29,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Joints ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"A 10mm clean joint must be left between the top surfaces of internal brick walls and the soffits of concrete slabs.  Care must be taken to assure that no mortar, pieces of brick or any other objects exist in the joint",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Wire Ties","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Descriptions of brickwork shall be deemed to include wire ties",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Face brickwork","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Bricks shall be ordered timeously to obtain uniformity in size and colour. Descriptions of face brickwork shall be deemed to include pointing on all exposed surfaces.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Samples","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Samples of all masonry building units, except those for walls described as \"load bearing\", shall consist of a minimum of 6 units. Samples of building units to be used in walls described as \"load bearing\" shall consist of 30 units from every 30 000 units delivered to site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Storage of materials on site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,30,null,"Structural units delivered to the site shall be carefully unloaded by hand or crane, and placed on prepared areas free from clinker, ash or sulphate-bearing soils and in separate stacks according to strength. The stacks shall be protected from rain and arranged to allow free circulation of air.  Cement shall be stored off the ground  in  a  dry  weatherproof  structure to facilitate inspection and to permit the use of materials in the order of delivery.  Sand shall be stored separately according to type and in such a way that it will not become contaminated. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"Treatment of masonry units","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"Burnt clay units with an initial water absorption rate that exceeds 1,8 kg/m2 min shall be wetted prior to laying to reduce the rate to between 0,7 and 1,8 kg/m2 min. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"Cleaning of facebrick","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"Cleaning of all face brick to be done with sugar soap.  Remove surface contaminants using sugar soap solution - 500 g sugar soap powder  dissolved in 5 litres water, or sugar soap liquid. All in strict accordance to manufacturers specifications. Washing of walls to be from bottom to top and to be done only with non-abrasive cloths.  For stubborn contaminants use hot water in the above mix and a bristle broom or scrubbing brush. Rinse with tap water to remove all traces of sugar soap and allow to dry. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"Mortar","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"The mortar materials shall be mixed dry until a uniform colour is attained. Water shall then be added  and  the  mixture  turned  over until the ingredients are thoroughly incorporated. The  mortar shall be produced in such quantities that no setting occurs before use. (Usually less than 2 hours). When cement mortar is mixed old mortar that has already set shall be removed from the mixer or the platform as such mortar may not be incorporated in a new batch. No water shall be added afterwards to improve workability. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"Accuracy in building","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,"Unless specified otherwise accuracy grade II shall apply as set out in SANS 10155. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,31,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,32,null,"FOUNDATIONS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,32,null,"Brickwork of NFX bricks or equally approved (14 MPa nominal compressive strength) in class II mortar","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,32,1,"NFX Class II mortar: 330mm Cavity walls of two half brick skins with return piers @ 2m centres or equally approved from the engineer, including 25Mpa concrete fill in 100mm wide cavity, including waterproofing admixture to the concrete using \"Penetron\" or similar approved product,, mesh ref 245 or similar approved reinforcing in cavity, Y10 & Y16 bars, etc. and 3mm galvanised heavy duty wall ties (five ties per square metre or equally approved) all as per engineer's drawings ","m2",{"v":144,"d":"144.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,32,null,"SUPERSTRUCTURE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,32,null,"Brickwork of NFX bricks (14 MPa nominal compressive strength) perforated plaster brick size 222x73x106mm in class II mortar manufactured in accordance with SANS 227:2007","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,32,2,"NFX Class II mortar: Half brick walls","m2",{"v":67,"d":"67.00"},null,{"$f":"J650*I650","v":0}]
[{"$nulls":10},0]
[null,null,2,5,32,3,"NFP Class II mortar: Half brick linings built or battered against concrete columns in forming joints and closing 345mm wide cavity","m",{"v":198,"d":"198.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,32,4,"NFX Class II mortar: One brick walls","m2",{"v":1279,"d":"1,279.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,32,null,"Miscellaneous","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,32,5,"Splayed mortar fillet two brick courses high in 115mm cavity","m",{"v":198,"d":"198.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,32,6,"Prepare set of three 150 x 150 x 150mm mortar (10MPa) strength  test cubes, label and send to an approved laboratory for testing, pay all charges and submit report to the Representative/Agent. Only successful tests will be paid for","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,32,null,"BRICKWORK SUNDRIES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"Brickwork reinforcement","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,7,"75mm Wide reinforcement built in horizontally","m",{"v":1472,"d":"1,472.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,33,8,"150mm Wide reinforcement built in horizontally","m",{"v":3760,"d":"3,760.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"Galvanised hoop iron cramps, ties, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,9,"30 x 3mm Tie bond 400mm long galvanised mild steel ties with one end shot pinned to concrete and other end built into brickwork. Ties to be fitted to concrete with 2 Hilti shot studs each.","No",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,33,10,"16 x 32 x 400mm Galvanised mild steel straps shot pinned to concrete and laid in mortar bed every fourth course ","No",{"v":582,"d":"582.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"MOVEMENT JOINTS ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"Expansion joints with Jointex between vertical & horizontal concrete and brick surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,11,"20mm Isolation joints not exceeding 300mm high or wide.","m",{"v":198,"d":"198.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"PRECAST CONCRETE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"Prestressed fabricated concrete lintels including necessary temporary supports","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,12,"110 x 75mm Lintels in lengths not exceeding 3m","m",{"v":132,"d":"132.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,33,13,"110 x 75mm Lintels in lengths exceeding 4,5m and not exceeding 6m","m",{"v":18,"d":"18.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"SUNDRY STEELWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,33,null,"SUNDRY GALVANIZED STEELWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,34,null,"Bearers to brick linings, lintels, etc","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,34,null,"Angle corrosion specification:Hot dipped galvanised in accordance to SABS 763 (latest edition) in stock lengths cut to suit on site and \"cold galvanise\" cut ends with \"Zincfix\" or similar approved ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,5,34,14,"Two 90 x 90 x 6mm back to back angles to brick openings in forming lintels","kg",{"v":218,"d":"218.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,34,null,"FACE BRICKWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,34,null,"Facebricks prime cost of R 7000,00 per thousand excluding VAT delivered to site, with nominal strength of 20-30MPa  manufactured in accordance with SANS 227, bedded and jointed in Class II mortar and pointed with square recessed horizontal and vertical joints.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,5,34,15,"Extra over brickwork for face brickwork","m2",{"v":1041,"d":"1,041.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,34,16,"Extra over brickwork for brick-on-edge header course band.","m",{"v":545,"d":"545.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,34,17,"Extra over brickwork for brick-on-edge header course lintel.","m",{"v":44,"d":"44.00"},null,0]
[{"$nulls":10},0]
[null,null,2,5,34,18,"230mm Wide sill set sloping and slightly projecting","m",{"v":34,"d":"34.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C710","v":2},{"$f":"D710","v":5},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K642:K711)","v":0}]
[{"$nulls":10},0]
[null,null,2,6,35,null,"BILL 6 ","H1",0,null,{"$f":"J714*I714","v":0}]
[{"$nulls":10},0]
[null,null,2,6,35,null,"WATERPROOFING","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,35,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,35,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,35,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,35,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,35,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,35,null,"Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior approval from the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Waterproofing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Waterproofing of roofs, basements, etc. shall be laid under a ten year guarantee.  Waterproofing to roofs shall be laid to even falls to outlets, etc, with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the principal agent and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"DAMP-PROOFING OF WALLS AND FLOORS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Waterproofing to roofs shall be laid to even falls to outlets, etc., with necessary ridges, hips and valleys ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Descriptions of sheet or membrane waterproofing shall be deemed to include labour to turn-ups and turn-downs ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Guarantee","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Waterproofing of roofs, basements, etc. shall be laid under a ten year guarantee. Waterproofing to roofs shall be laid to even falls to outlets, etc, with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"Joint sealants ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,"The colour of joint sealants in brickwork or concrete shall match the colour of the adjacent brick or concrete finish ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,36,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,37,null,"DAMPPROOFING OF WALLS AND FLOORS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,37,null,"One layer of 375 micron \"Gundle Plastall Brikgrip DPC\" embossed damp proof course","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,37,1,"Under half brick walls","m2",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,37,2,"Under one brick walls","m2",{"v":99,"d":"99.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,37,3,"Under 330mm wide cavity brick walls cranked DPC sandwiched between 2 half beds of mortar","m2",{"v":72,"d":"72.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,37,4,"Under window sills (dpc to be tucked under frames, turned up at the end and folded back to stick)","m2",{"v":24,"d":"24.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,37,null,"One layer of 250 micron \"Gunplas USB Green\" waterproof sheeting sealed at laps with \"Gunplas Pressure Sensitive Tape\".","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,37,5,"Under surface beds","m2",{"v":204,"d":"204.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,37,6,"Under aprons","m2",{"v":139,"d":"139.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,37,null,"Two layers of 250 micron \"Gundle Plastall GunplasUSB Green\" waterproof sheeting sealed at laps with Gunplas Pressure Sensitive tape","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,37,7,"Under built up slabs ","m2",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,37,null,"WATERPROOFING TO ROOFS, RETAINING WALLS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,37,null,"Design (Propose), supply and install Torch on waterproofing system. All surfaces to be clean dry, sound and free of oils and laitance. Apply one layer abe.® Unigum MS dual reinforced mineral surface waterproofing membrane, fully bonded by means of \"torch on fusion\" to concrete, screed and brickwork surfaces where applicable, with 100mm side laps and 150mm end laps, all in accordance with manufacturer's 'Technical Specifications and Applications Manual'","H3",0,null,{"$f":"J778*I778","v":0}]
[{"$nulls":10},0]
[null,null,2,6,37,null,"Roofs",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,37,8,"On roofs to falls at minimum 1:100","m2",{"v":19,"d":"19.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,38,9,"Extra over additional membrane at 100mm diameter outlet","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"One layer Geotextile: Bidim A3 or equally approved product with 100mm laps on waterproofing ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"Roofs",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,39,10,"On roofs to falls at minimum 1:100 ","m2",{"v":19,"d":"19.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,11,"Extra over membrane against a 100mm diameter outlet","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"Isoboard® high density 32-36kg/m³ rigid extruded polystyrene 100% closed cell insulation boarding 80mm thick x 600mm wide with tongue and groove joints laid tightly butted on waterproofing membrane, secured under 20mm nominal gravel ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,39,12,"On flat roofs","m2",{"v":19,"d":"19.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"BOND BREAKERS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"One layer of 250 micron \"Gundle Plastall Gunplas USB Green\" waterproof sheeting sealed at laps with Gunplas Pressure Sensitive tape","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,39,13,"Under plinths ","m2",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"WATERPROOFING TO SHOWERS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"Design, supply and install \"Cementitious flexible waterproofing slurry\" lanko Hydroflex embedded or equally approved, in a polyester cloth where necessary ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,39,14,"On floors around slop hoppers ","m2",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,15,"On floors around showers","m2",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,16,"On shower walls","m2",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,39,null,"JOINT SEALANTS ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,40,null,"\"Polyurethane\" Sealant UV protected to manufacturers specification.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,40,17," 15mm \"Polyurethane\" Sealant in wall joints between door frame and plastered surfaces (painted).","m",{"v":227,"d":"227.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,18,"15mm \"Polyurethane\" Sealant in wall joints between aluminium window frame and plastered surfaces (painted).","m",{"v":235,"d":"235.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,19,"15mm \"Polyurethane\" Sealant around sanitary fittings (painted).","m",{"v":31,"d":"31.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,20,"15mm \"Polyurethane\" Sealant on ceiling W- trim shadowlines.","m",{"v":164,"d":"164.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,21,"20mm \"Polyurethane\" Sealant in horizontal wall joints (painted).","m",{"v":912,"d":"912.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,22,"20mm \"Polyurethane\" Sealant in vertical wall joints (painted).","m",{"v":396,"d":"396.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,23,"20mm \"Polyurethane\" Sealant on top of skirtings (painted).","m",{"v":180,"d":"180.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,null,"Waterproofing membrane seal including primer, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,40,24,"Supply & Install 2 layers of Waterproofing membrane seal x 230mm wide in expansion joints between brickwork and concrete soffits including raking out expansion joint filler as necessary","m",{"v":143,"d":"143.00"},null,0]
[{"$nulls":10},0]
[null,null,2,6,40,null,"FIRE SEALING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,40,null,"The following are to be design & supply items and approved by the fire engineer",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,6,40,null,"Fire seal to wall joints","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,6,40,25,"15 x 20mm 2 Hour Fire Seal around door frames and brick surfaces including raking out expansion joint filler as necessary and applying approved priming coats","m",{"v":54,"d":"54.00"},null,{"$f":"J842*I842","v":0}]
[{"$nulls":10},0]
[null,null,{"$f":"C842","v":2},{"$f":"D842","v":6},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K756:K843)","v":0}]
[{"$nulls":10},0]
[null,null,2,7,41,null,"BILL 7 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"ROOF COVERINGS, ETC.","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior approval from the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"Guarantee","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,41,null,"A written and approved five-year guarantee of water-tightness shall be issued after approval of roofs by the manufacturer",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,42,null,"Cleaning of finishes","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,42,null,"All finishes shall be thoroughly cleaned down on completion. No additional costs for cleaning will be entertained",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,42,null,"Cutting & wastage","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,42,null,"All straight and raking cutting and waste must be allowed for in the rates",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,42,null,"PROFILE SHEETING AND ACCESSORIES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,42,null,"Sheeting:  0,80mm Approved Z275 IBR profile galvanised steel roof sheeting with standard colour one side in single lengths and accessories fixed to steel purlins or battens at 750mm centres: grey finish topcoat and grey backing coat roof sheeting, fixed to steel intermediate purlins at max 2500mm centres and eaves and ridge purlins at max 2100mm using manufacturer’s clips fixed according to manufacturer, all following the manufacturer's specifications with guarantee. Colour: Graphite.  •  The male rib shall have spurs to ensure a positive double interlocking action at side-Laps.  •  Each pan shall incorporate transverse stiffener ribs.  •  Vandal proof pv clamp for solar panels to be approved manufacturer and not void roof sheeting guarantee.  •  Manufacturer to be certified as complying with ISO 9001:2015 quality management system.  •  Fasteners must be selected to match the life expectancy of the roofing and cladding material. The coating class for fasteners, complying with SANS 1273, should be used in conjunction with all roofing and cladding material.  •  All flashings to match the sheeting. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,43,null,"Flashings:  Flashings shall match the roof sheeting",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,43,null,"Erection:  Every precaution shall be taken to prevent damage to roof sheets during all stages of construction. Duck boards should be used when necessary to protect the sheeting from damage. Sheeting which has become deformed or damaged in any way, shall be replaced.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,43,null,"Safety:  The contractor shall exercise special care when handling long length sheeting, particularly in windy conditions. Should work be interrupted for any reason, all loose sheeting and incomplete sections must be adequately secured against possible movement by wind and gravity.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,43,null,"Handling and storing:  The contractor shall ensure that all materials used on site for cladding, etc. are transported, handled and stored in accordance with the manufacturer's recommendations. Material damaged shall be rejected with undamaged material at the contractor's expense. Repair of damaged material will not generally be permitted. Rates are to include for preventing damage and protecting sheets through all stages of construction.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,43,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,44,null,"ROOFING",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,7,44,null,"0,80mm Approved Z275 IBR profile galvanised steel roof sheeting with standard colour one side in single lengths and accessories fixed to steel purlins or battens at 750mm centres:  using manufacturer’s clips fixed according to manufacturer, all following the manufacturer's specifications with guarantee. Colour: Graphite","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,44,1,"Roof covering with pitch not exceeding 25 degrees","m2",{"v":200,"d":"200.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,44,null,"FLASHINGS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,44,null,"Flashings to match roof sheeting, fixed in strict accordance with the manufacturer's instructions, including any necessary sealer strips on overlaps, closure pieces, etc. ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,44,2,"Counter flashing, 130 mm girth, three times bent to detail","m",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,44,3,"Headwall flashing, 320 mm girth, twice bent to detail","m",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,44,4,"Sidewall flashing, 598 mm girth, twice bent to detail","m",{"v":42,"d":"42.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,44,5,"Apex flashing, 530 mm girth, three times bent to dtail","m",{"v":32,"d":"32.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,44,null,"INSULATION","H2",0,null,{"$f":"J906*I906","v":0}]
[{"$nulls":10},0]
[null,null,2,7,44,null,"Sisalation FR 430 laid to manufacturer's specification and SANS 10400 standard:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,44,6,"Insulation laid taut over steel purlins (at approximately 750mm centres) and fixed concurrent with roof covering including white PVC coated straining wires at 383mm centres.","m2",{"v":200,"d":"200.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,44,null,"BIRDPROOFING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,44,7,"uPVC Bird proofing 400mm wide including pair of 50 x 50 mm galvanised fixing angles.","m",{"v":40,"d":"40.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,45,null,"THIEF PROOF","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,45,8,"100mm high galvanised \"shark tooth\" type spike rails, bolted to top of brick walls, fitted with anti-burrow comprising of 500mm ripper flatwrap at the bottom, all installed according to manufacturer's instructions and specifications, suitable for non-coastal areas","m",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,2,7,45,null,"TESTS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,45,null,"Flood testing","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,7,45,9,"Perform flood or leak testing for the entire roof & gutters, fix leaks (if any) and re-do the flood test ensuring no leaks at handover. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C924","v":2},{"$f":"D924","v":7},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K890:K925)","v":0}]
[{"$nulls":10},0]
[null,null,2,8,46,null,"BILL 8 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"CARPENTRY AND JOINERY","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"Particle board","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"Particle board shall comply with the following specifications: a) SABS 1300 Particle board: exterior and flooring type b) SABS 1301 Particle board: interior type",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"Joinery","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,46,null,"Descriptions of frames shall be deemed to include frames, transomes, mullions, rails, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Fixing: ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Items described as nailed or plugged shall be deemed to be fixed to brickwork or concrete. Where the method of fixing is not described, descriptions shall be deemed to include fixing of timber to timber in a method approved by the architect. Descriptions of hardwood joinery shall be deemed to include pelleting of holes for bolts ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Doors ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Flush doors with rebated meeting stiles to have hard wood edge strips to meeting stiles not less than 19mm thick ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"Hardboard and veneer coverings to doors will be suitable to receive paint or varnish ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,"All doors to be equivalent to samples to be equivalent to samples to be submitted to the architect for approval ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,47,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,49,null,"PRE-FABRICATED TIMBER ROOF TRUSSES AND ASSOCIATED BRACING","H2",0,null,{"$f":"J970*I970","v":0}]
[{"$nulls":10},0]
[null,null,2,8,49,null,"NOTE:  The following is applicable in respect of roof trusses and bracing:  Plate nailed timber trusses shall be of approved design and manufacture and constructed with softwood structural timber by a truss Fabricator holding a current Certificate of Competence awarded by the Institute of Timber Construction.  Each roof truss shall have all its members accurately cut and closely butted together and rigidly fixed by CSIR or acceptable approved patented galvanized metal spiked connectors, precision pressed on both sides of each intersection by an approved method, all in accordance with the manufacturer's instructions.  The design, manufacture and transportation of the roof trusses, bracing, etc. shall be under the control of a registered Structural Engineer in accordance with SABS 0160 and SABS 0163, who shall, after erection, provide a certificate confirming that the design, manufacture, transportation, erection and bracing has been carried out in accordance with this specification.  The design shall include for all live loads, wind loads and dead loads imposed by roof covering, purlins, ceilings, etc.  Fully detailed shop drawings of all trusses, etc., indicating sizes, bracing, loading, etc., shall be submitted to the Representative/Agent for approval prior to fabrication.  Erection shall be carried out in accordance with the procedures and recommendations of the manual \"The Erection and Bracing of Timber Roof Trusses\" published by the Institute for Timber Construction and the Council for Scientific and Industrial Research or as detailed by the designer.  Prices for roof trusses and bracing shall include design and preparation of shop drawings.   ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,49,null,"ROOFS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,49,null,"Plate nailed timber roof truss construction","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,49,null,"The following is applicable in respect of roof trusses (only as a guide): Trusses are at maximum 1 200m centres. Roof covering is \"Klip-Lok/ Chromadeck\" roof sheeting on 50 x 75mm purlins at 1 200mm maximum centres. All timber to be sawn softwood in accordance with V4 or M4 as defined in SABS 563 or SABS 1245. Metal connector plates shall have a minimum yield strength of 228 MPa and a minimum ultimate tensile strength of 330 Mpa with hot-dip galvanised finish. All joints to be close fitted butt joints. Trusses shall be designed by a registered supplier of prefabricated trusses who shall issue an Engineers Certificate upon completion of the installation. The dimensions in the descriptions of the trusses are nominal and actual measurements are to be obtained on site before design or fabrication commences.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,8,49,null,"Sawn softwood pre-fabricated plate nailed timber in roof construction to roofs complete with 38 x 114mm wall plates treated with carbolinium before fixing, trusses, jack rafters, additional supports for jack trusses, etc., all necessary permanent bracing, metal hangers, cleats, bolts, etc., purlins as described and one gang plank per roof layout over entire building length between fire walls (Roof covering and fascias elsewhere)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,49,1,"Administration Block: Building truss size approximately 160m2m overall with approved overhang. Trusses to be of 152 x 38mm (Size to be determined by the contractor, provided size is only a guide) SA pine grade 6 prefabricated timber (design & installation with COC provided) including design, manufacture, supply & install on site, purlins, cleats, connectors, hangers, storm clips on the bottom 2 rows on both eaves and roof support for the solar geyser ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,50,2,"Guard House: Building truss size approximately 20m2m overall with approved overhang. Trusses to be of 152 x 38mm (Size to be determined by the contractor, provided size is only a guide) SA pine grade 6 prefabricated timber (design & installation with COC provided) including design, manufacture, supply & install on site, purlins, cleats, connectors, hangers, storm clips on the bottom 2 rows on both eaves and roof support for the solar geyser ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,50,null,"ROOF SUNDRIES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,50,null,"Sawn softwood","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,50,3,"76 x 38mm Wall plates","m",{"v":347,"d":"347.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,50,null,"EAVES, VERGES, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,50,null,"Nutec-cement or equally approved ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,50,4,"19 x 286mm Fibre cement socketed bargeboard, including aluminium H-profile jointing strips or equally acceptable jointing method, painted (Painting measured elsewhere) ","m",{"v":66,"d":"66.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,50,null,"DOORS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,50,null,"40mm Thick Solid Timber Flush Door with concealed hardwood edges all round, with 3,2mm masonite covering to both sides hung to aluminium frame.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,50,5,"40mm Door 0,900 x 2,100m high","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,50,6,"40mm Door 0,900 x 2,400m high","No",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,50,7,"40mm Door 1,000 x 2,400m high","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,50,8,"40mm Door 1,000 x 2,100m high","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,8,51,null,"40mm Thick Hollow Core Timber Flush Door undercut by 100mm, with concealed hardwood edges all round, with 3,2mm masonite covering to both sides hung to aluminium frame.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,8,51,9,"40mm Door 0,900 x 2,100m high (undercut by 150mm)","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C1012","v":2},{"$f":"D1012","v":8},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K980:K1013)","v":0}]
[{"$nulls":10},0]
[null,null,2,9,52,null,"BILL 9 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"CEILINGS & BULKHEADS","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"Proprietary suspended ceilings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"Hangers, suspension grids, \"lay-in\" panels, etc. are to be in accordance with the manufacturers' recommendations",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,52,null,"Electrical light fittings, diffusers, panels, etc. are generally \"lay-in\" units of the same dimensions as the suspension grid described and allowance must be made in the rates accordingly for their support inclusive of any flexibility in setting out that may be required (ceiling panels have not been deducted and pricing is to take cognisance thereof)",null,0,null,{"$f":"J1034*I1034","v":0}]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Flush plastered Rhinoboard suspended ceilings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Ceilings shall comprise 9.5mm &/or 12mm rhinoboard plasterboard boards screwed to and including screw-up suspension grid consisting of main tees at 1 200mm centres and galvanised steel capped cross tees at 400mm centres and with tape fixed over joints and the whole finished with gypsum plaster trowelled to a smooth polished surface",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"The grid shall be suspended by means of galvanised steel L-section hangers at suitable centres, securely shot-pinned or screwed to concrete, steel or wood",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Finish","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Unless otherwise stated, all surfaces shall be skimmed and covered with Gyproc Rhinolite Multi-purpose (Phosphogypsum locally manufactured) or equally approved",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Fixing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins or shot pinned to brickwork or concrete",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres, and where described as \"bolted\" the bolts have been given elsewhere",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Ceilings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Unless otherwise described ceilings shall be deemed to be horizontal",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Bulkheads","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,53,null,"Bulkheads are those areas of the ceilings which occur at a level or plane differing from the general ceiling level or plane. Their function is to conceal services, or merely to create an architectural feature.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,54,null,"Bulkheads will only be measured as such when they conform with the above description and when the horizontal or vertical dimensions do not exceed 2 000mm. Where these dimensions exceed 2 000mm the horizontal or vertical ceilings are included in the general ceiling measurements.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,54,null,"Unless otherwise described bulkheads shall be deemed to be horizontal along the length",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,54,null,"Openings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,54,null,"Prices for openings for light fittings, ventilation grilles, air conditioning diffusers, etc. are to include for any necessary additional support, trimming around, etc. and are to be included on the rates for ceilings",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,54,null,"NOTES","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,54,null,"Tenderers are to allow for special scaffolding in their rates as no additional claim will be entertained in this regard  Drawings showing the services in the ceiling voids are available for inspection by appointment at the offices of the various consultants  The contractor is to ensure that no tees and cross tees are suspended from any services such as electrical cable trays, etc.  The contractor must supply the architect with suspended rods for approval before installation  Prices shall include for all holes, notching, etc.  All tenderers must make allowance within the rates for any sub-frames that might be required in the design, as no additional claims in this regard will be entertained",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,54,null,"______________________________________",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,9,55,null,"SUSPENDED CEILINGS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,55,null,"Thermoceil ripple white vinyl clad calcium silicate ceiling tiles size 1195 x 595 x 6mm thick laid on and including CKMT38 x24mm/T38 White powder coated main tees and CKMT38x24mm cross tees, hold-down clips, wedges, etc. with galvanised 4mm diameter suspension rod and hook with spring clip and Suspension plate at centres not exceeding 1200mm in both directions. Suspension rods are to be attached with 25x25x25x1,6mm angle cleats shot nailed to concrete or bolted to steel or screwed to timber purlins.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,55,1,"Ceilings suspended exceeding 1m not exceeding 2m below concrete soffits ","m2",{"v":180,"d":"180.00"},null,0]
[{"$nulls":10},0]
[null,null,2,9,55,null,"OWAconstruct shadow line W-Trim, plugged and screwed at centres not exceeding 200mm ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,55,2,"W-Trim Shadow line ","m",{"v":164,"d":"164.00"},null,0]
[{"$nulls":10},0]
[null,null,2,9,55,null,"BULKHEADS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,55,null,"12.5mm Flush plasterboard bulkhead fixed on hot dipped galvanised steel suspension fittings, screw-up tee grid including 25x25mm hangers, 25mm rhino board sharp point screws @ 150mm centres, etc., with self adhesive glass fire tape & quick setting joint filler and the whole finished with 3mm to 6mm lightweight retarded semi hydrate gypsum \"Rhinolite\" plaster trowelled to a smooth polished surface","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,55,3,"Bulkhead 500mm high x 1 600mm wide","m",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,2,9,55,4,"Ditto the above for a vertical closure piece (1 600mm wide x 500mm high)","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,9,55,5,"Bulkhead 600mm high x 1 600mm wide","m",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,2,9,55,6,"Ditto the above for a vertical closure piece (1 600mm wide x 600mm high)","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,9,56,null,"INSULATION ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,9,56,7,"50mm Fibreglass insulation closely fitted and laid on top of brandering between roof timbers, etc., all as per manufacturers instructions ","m2",{"v":180,"d":"180.00"},null,{"$f":"J1098*I1098","v":0}]
[{"$nulls":10},0]
[null,null,{"$f":"C1098","v":2},{"$f":"D1098","v":9},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K1076:K1099)","v":0}]
[{"$nulls":10},0]
[null,null,2,10,57,null,"BILL 10 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"IRONMONGERY","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior approval from the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,57,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,10,58,null,"Finishes to ironmongery","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,58,null,"Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacquered : CH Chromium plated : SC Satin chromium plated : SE Silver enamelled : GE Grey enamelled : AS Anodised silver : AB Anodised bronze : AG Anodised gold : ABL Anodised black : PB Polished brass : PL Polished and lacquered : PT Epoxy coated.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,10,58,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,59,null,"HINGES, BOLTS, DOOR STOPS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,59,null,"Approved hinges, bolts, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,59,1,"1 pair of stainless steel two ball bearing butt hinge","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,2,"Stainless steel indicator door bolt","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,3,"Stainless steel door stop","No",{"v":24,"d":"24.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,4,"Hat and coat hook","No",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,null,"LOCKS, HANDLES, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,59,null,"Approved locks","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,59,5,"Aluminium helping hand disabled facility indicator bolt with anodised silver finish. Stainless steel bolt-through pull handle size 152 x 19mm inside & outside leaves. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,6,"Waterbok handle on 150 x 45mm pressed backplate with anodised silver finish euro profile cylinder lock set with satin chrome handle finish including powder coated euro profile cylinder lock & 2 x 28np euro profile cylinder with zinc back plate ","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,null,"PUSH PLATES AND KICK PLATES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,59,null,"1.2mm Thick Grade 304 stainless steel plates countersunk screwed along edges at not exceeding 200mm centres.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,59,7,"2x152x178mm High push plate fitted on inside of leaf only","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,8,"2x152x750mm High kick plate fitted on bottom of leaf on both sides of the door","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,59,null,"DOOR CLOSERS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,60,null,"Approved door closers:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,60,9,"Overhead door closer with regular arm and necessary mounting brackets, etc.","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,null,"Approved letters, name plates, etc:","H3",0,null,{"$f":"J1162*I1162","v":0}]
[{"$nulls":10},0]
[null,null,2,10,60,10,"Engraved grade 304 stainless steel information sign, size 300 x 62 x 1,2mm with black (bold) 100mm (size) printed lettering (arial narrow) printed on including fixing to top of aluminium door frames (tenderer is to including the lettering to fit on to the size maximum 300mm long. ","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,null,"SUNDRIES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,60,null,"Manufactured by approved manufacturer: ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,60,11,"Stainless steel hat and coat hook with rubber buffer.","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,null,"BATHROOM ACCESSORIES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,60,null,"By approved manufacturer: ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,60,12,"\"Kimberly Clark\" or equivalent White aqaurious waste bin (code 6993 or equivalent) size 680 x 380 x 280mm deep","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,13,"Powder coated steel cradle soap dispenser with elbow action, plugged and screwed to the wall with stainless steel screws. ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,14,"Stainless steel, wall-mounted, slim line sanitary bin, 600(h) x 175(d) x 285(w) mm with a 20 l capacity. ","No",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,15,"Powder coated 445mm diameter ringbin plugged and screwed to the wall with stainless steel screws. ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,16,"\"Kimberley Clark\" or equivalent Aquarious hand towel dispenser (code 6959 or equivalent) plugged and screwed to wall with stainless steel screws.","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,60,17,"\"Kimberley Clark\" or equivalent Aquarious toilet tissue dispenser (code 6992 or equivalent) plugged and screwed to wall with stainless steel screws.","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,61,18,"432 x 754mm Rectangular urinal partition in tempered sanitised glass - colour anthracite. ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,61,19,"\"Kimberley Clark\" or equivalent Professional Scott continuous air freshener dispenser code (92620 or equivalent) with replaceable aerosol container, plugged.","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,61,20,"\"Steibel Eltron\"Charcoal grey metallic turbo charged hand dryer (Model HTT5AM) or equivalent","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,61,21,"\"Hygiene Direct\" or equivalent White femcare disposal bin size 512 x 345 x 182mm deep","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,61,null,"Grab Rails","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,10,61,22,"Paraplegic Rails dog leg grab rail with 3 supports (code: GRDG03B) or similar approved with brushed grade 304 stainless steel finish, overall size 750 x 750mm, plugged and screwed to wall with stainless steel screws. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,61,23,"Paraplegic Rails cistern grab rail (code: GRCS01B) or similar approved with brushed grade 304 stainless steel finish, overall size 842mm long, plugged and screwed to wall with stainless steel screws. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,10,61,24,"Paraplegic Rails flush valve grab rail (code: GRFV01B)  or similar approved with brushed grade 304 stainless steel finish, overall size 842mm long, plugged and screwed to wall with stainless steel screws. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C1202","v":2},{"$f":"D1202","v":10},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K1127:K1203)","v":0}]
[{"$nulls":10},0]
[null,null,2,11,62,null,"BILL 11 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"STRUCTURAL STEEL","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,62,null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,63,null,"1.   Material and workmanship","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,63,null,"The steelwork is to be fabricated from mild steel to SABS 1431 Grade 300W. The whole of the fabrication and workmanship generally is to be in strict accordance with SABS 0162-1984 as amended. The material shall be of best quality throughout, free from loose rust or millscale, true to thickness and profile throughout and of the section and mass specified subject to a 2% tolerance for rolling margin.  Consideration will be given to any detail variation which the contractor may wish to make with the view to the simplification of either fabrication, delivery or erection. Substitutions must be made at the contractor's own expense.  The contractor shall provide Works Test Certificates where so required by the Architect/Engineer.",null,0,null,{"$f":"J1226*I1226","v":0}]
[{"$nulls":10},0]
[null,null,2,11,63,null,"2.   Testing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,63,null,"The Engineer shall be at liberty to select test pieces from steelwork in the workshop or on the site and to have them tested. The expense of such tests are to be borne by the contractor if the steelwork does not comply with the standards laid down above.  A provisional sum is allowed in the bill of quantities for non-destructive testing.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,63,null,"3.   Hold down bolts","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,63,null,"Holding down bolts and other fixing devices which are to be embedded in concrete must be supplied to the principal contractor on request together with the necessary information, identification and templates.  2mm Mild steel plate templates provided on a scale of one template for every five groups of bolts, suitably marked to ensure easy identification are to be supplied to the principal contractor.  Any costs incurred by subsequent repositioning of bolts, etc resulting from the contractor having failed to furnish adequate information, identification and templates will be for the contractor's account.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,64,null,"4.   Welding","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,64,null,"Welding shall be in accordance with SABS 044 \"Welding:  Parts I, II and III\"  Welding shall be carried out in a manner which will prevent any distortion of the weld or the parent section.  All welds shall have adequate root fusion and shall be free from cracks, porosity or other irregularities and any undercutting shall be made good by the deposition of additional runs of weld metal.  Any completed welds showing cracks, cavities or other defects shall be cut out and made good at the contractor's own expense.  Mild steel electrodes shall comply with SABS 455 \"Covered electrodes for Manual Arc Welding of Mild Steel and Medium High Tensile Steel\". ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,64,null,"5.   Bolts","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,64,null,"Bolts shall have well-formed heads forged from the solid. Nuts shall closely fit the bolts so that they can only just be turned by hand and at least one clear thread shall project beyond the nut when fully tightened.All bolts shall have one asher under the nuts and shall be so tightened that the threaded portion does not bear on the members connected.  Where bolt heads or nuts bear upon bevelled surfaces they shall be provided with tapered washers of 2,3 mm mean thickness to provide a seating square with the axis of the bolt.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,65,null,"6.   Friction grip bolts","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,65,null,"Connections specifying high strength friction grip bolts are to be in strict accordance with SABS 094 \"Bolted Friction Grip Joints in Structural Steelwork\" and the bolts used are to be in accordance with BS 3139 Part 1 : 1959 \"General Grade Bolts, High Strength Friction Grip Bolts for Structural Engineering\".  Notwithstanding the above, the following must be rigidly adhered to :  a) Two-case hardened washers, one flat or bevelled under the head and the other flat or bevelled under the nut shall be used with each bolt.  b) Contact surfaces shall not be painted and shall be thoroughly cleaned free of dirt, oil, loose scale, burrs and other defects which are liable to reduce friction resista nce between surfaces.  c) At all times the correct torques shall be applied to the different sizes of bolts. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,65,null,"7.   Erection","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,65,null,"The steelwork generally is to be fabricated in the contractor's works having due regard to transport and erection facilities.  He must supply all erection tackle, temporary erection bracing, erect and plumb all steelwork and supply all steel wedges and tacks as required.  Items may be detailed for delivery \"piece small\" or the contractor may prefabricate if he is satisfied that suitable arrangements for transport can be made.  Connections are to be designed for the forces indicated on the drawings or to the maximum capacity of the members. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,66,null,"8.   Cleaning and painting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,66,null,"All structural steel is to be thoroughly degreased to remove all grease or oil and then wire-brushed, scraped or sand-papered to remove all rust, mill-scale or surface contaminations and is to be immediately given one coat zinc chromate, allowed to dry overnight and given one coat of universal undercoat prior to delivery to site.  All damaged paintwork is to be made good on site after erection is complete. (also refer to 12 below)",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,66,null,"9.  Testing of welders","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,66,null,"Tenderers must include in their rates for the testing of any welder used on the work who has not been tested within a period of six months immediately preceding his employment on this contract.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,66,null,"10.  Further notes","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,66,null,"Also refer to the SABS 1431.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,67,null,"11.  Painting/corrosion protection options","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,67,null,"SpecificationPaint finish: Plascothane 9000 Polyurethane  (Twin Pack Polyurethane Acrylic) or equally approvedColour: Tintable Transparent / Pastel Bases Application: Airless spray, Roller or brush (Primer + topcoats)Primer: Plascotuff 3500 series (PEX3500/PEH3500) Mixing Ratio: 4:1 by volume or equally approvedTopcoat: Plascothane 9000 Polyurethane (PRT9000/PRH 9) Mixing Ratio: 6:1 by volume or equally approvedSurface Preparation: Surfaces must be clean, dry and rust free. Remove surface contaminants using Plascon Aquasolv Degreaser (GR 1) or equal approved, scrubbing with bristle brush or broom, or using Scotch Brite pads. Rinse thoroughly with tap water while brushing or hydroblast to remove all traces of Plascon Aquasolv Degreaser (GR 1) or equal approved to achieve a water break-free surface. Dry surface rapidly to prevent ﬂash rust formation. Cleaned surface must be painted within 4 hours. Application - Primer coat: Apply one coat of Plascon Plascotuff 3500 Series (PEX 3500/PEH 3500) or equally approved Premix both components of the Plascon Plascotuff 3500 Series (PEX 3500/PEH 3500) using a power mixer for 3 minutes and then apply (preferably) by airless spray to a minimum DFT of 100-200 μm or WFT of 123 - 247 μm @ a theoretical spread rate of 8.1 m2/litre. Allow 16 hours to dry at low temperatures (i.e. 10°C - Caution: will not cure adequately below 10°C. For maximum performance curing temperature should be 3°C above dewpoint). Allow to dry for 5 hours @ 23°C. If using roller application : Multiple coats are required by roller to achieve desired DFT as roller application is typically @ 75 - 100 μm WFT. If using spray application : Spray Nozzle tip: 17-21 thou. and Nozzle Pressure: 172-207 bar (2500 - 3000 psi).Application - Finishing coat: Mix base and hardener thoroughly in a 6:1 ratio by volume before use. Apply two full coats of Plascon Plascothane 9000 Polyurethane (PRT9000/PRH 9) or equally approved to obtain full obliteration. Allow 10 hours drying between coats. Always maintain a wet edge and avoid downing tools during the application process to prevent lap marks and variances in colour or texture. Work from corner to corner, or from a natural cut off point to another. Do not attempt touch ups, but redo complete panels. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,67,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"General","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"Allowances below are for design, supply and installation, including input from an approved structural steel contractor, the detail of which will be required by the structural engineer.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"STRUCTURAL STEEL","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"Welded beams in single lengths with flat base, cap, bearer and connection plates, bolted to steel or concrete","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,1,"203 x 133 x 60kg/m I-section beam","t",{"v":3.6,"d":"3.60"},null,0]
[{"$nulls":10},0]
[null,null,2,11,68,2,"203 x 203 x 60kg/m I-section beam","t",1.92,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"STEEL PURLINS, GIRTS, BRACING, ETC INCLUDING PRIMER","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"Purlins and girts, bolted to steel or concrete","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,3,"150 x 75 x 20 x 3.0 CFLC Purlins","t",3.36,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,4,"200 x 75 x 20 x 3.0 CFLC Purlins","t",{"v":1.2,"d":"1.20"},null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"Welded bracing, anti-sag rails, etc. with flat connection plates, bolted to steel or concrete","H4",0,null,{"$f":"J1290*I1290","v":0}]
[{"$nulls":10},0]
[null,null,2,11,68,5,"76 x 6 Bracket Strap","t",0.28,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,6,"50 x 50 x 6L Equal Angle Bracing","t",1.68,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,7,"70 x 70 x 6L Equal Angle Bracing","t",2.56,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,8,"50 x 50 x 4L Equal Angle Bracing","t",0.02,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,null,"BOLTS, FASTENERS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,68,9,"20mm Diameter chemical anchor bolt embedded in top of concrete a total of 410mm deep including forming a 75mm diameter x 150 deep pocket through concrete (coring, drilling, etc.), and including 70 x 70 x 12 anchor plates welded to HD bolts (See detail 2 on the engineers' drawings), including grouting around the concrete pockets","No",{"v":82,"d":"82.00"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,10,"M12 Bolts","No",{"v":144,"d":"144.00"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,11,"M16 Bolts","No",{"v":254,"d":"254.00"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"BASE PLATES, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,12,"250 x 250 x 12mm Base plate","No",{"v":82,"d":"82.00"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"SUNDRIES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"40MPa non-shrink grout","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,13,"Bedding approximately 20mm thick under 250 x 250mm wide baseplate, including chamfered edges all round","No",{"v":82,"d":"82.00"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"Plates, etc.","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,14,"Allowance for plates, bolts, etc.","t",{"v":2.4,"d":"2.40"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"DECORATIVE PAINT FINISH","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"All paintwork in accordance with the specifications as described on the supplementary preambles (item 11 above on this document)",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,15,"Columns, beams, purlins, etc","t",{"v":12,"d":"12.00"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"GENERAL","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,16,"Extra over cost to cut end of 203 x 133 x 60kg/m Rafter","No",{"v":72,"d":"72.00"},null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"TESTS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,null,"Weld testing","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,11,69,17,"X-Ray test of butt weld joint to plates, etc.","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C1336","v":2},{"$f":"D1336","v":11},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K1274:K1337)","v":0}]
[{"$nulls":10},0]
[null,null,2,12,70,null,"BILL 12 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"METALWORK (PROVISIONAL)","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior approval from the Architect.",null,0,null,{"$f":"J1354*I1354","v":0}]
[{"$nulls":10},0]
[null,null,2,12,70,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,70,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the principal agent and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Descriptions: ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Descriptions of bolts shall be deemed to include nuts and washers. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Metalwork described as holed for bolt(s) shall be deemed to exclude the bolts unless otherwise described. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"All surfaces of steelwork must be given one coat of approved zinc chromate primer before leaving the works of the manufacturer ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Aluminium Installation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Rates should include for design, supply and installation, the detail of which must be submitted with this tender to be approved by the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"All tenderers must take note that all aluminium doors and shopfronts and glass must comply to following standards;  AAAMSA SANS 10400 SANS 110137:2011(Ed 4.00) SAMS 10160 SANS 1263-1:2013 (Ed 3.02) NBR part \"N\" glazing",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"All ironmongery to be approved window/door gear as per Architects specifications where applicable. where not applicable, tenderers are to allow for standard ironmongery",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Tenderers must take note that the following items are only for tender purposes and will be used as basis for the whole project and therefore the quantity & size might change. No claims in this regard will be entertained. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Shop drawings should be submitted to and approved by the Architect prior to manufacturing",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,71,null,"Final measurements must be taken on site",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"Site dimensions are to be checked by the contractor and confirmed before the start of manufacture.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"The Tenderer should include for all plant and equipment necessary for placing in position, horizontal carting over roof and hoisting from ground level.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"Warranties to be supplied as per Manufacturers specifications",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"Stainless steel balustrading","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"Rates should include for design, supply and installation, the detail of which must be submitted with this tender to be approved by the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"Tenderers must take note that the following items are only for tender purposes and will be used as basis and therefore the quantity might change. No claims in this regard will be entertained",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"Note: Shop drawings should be submitted to and approved by the Architect",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"All surfaces of steelwork must be given one coat of approved zinc chromate primer before leaving the works of the manufacturer ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"Glazing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,"The thickness of glass panels must meet the requirements of the National Building Regulations and the relevant SABS Codes of Glazing Practice. If any glass types or thicknesses specified in this document does not conform with the above regulations, the tenderer is to note that he has to inform the Quantity Surveyor of such discrepancies at the time of tender as no claims in this regard will be entertained at a later stage",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,72,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,73,null,"HORIZONTAL SECURITY MESH SCREENS AND CEILINGS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,73,null,"The following in horizontal mesh screens and ceilings and support framework around, neatly welded at all joints and intersections and finished with one coat Red Oxide primer ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,73,1,"Type Mentex 63, 30 x 80 x 3mm or similar approved welded security mesh fixed to the underside of rafters (Provisional).","m2",{"v":180,"d":"180.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,73,2,"Extra over metal ceiling for forming metal-clad trap door size 600 x 600 mm in clear including 50mm insurance grade padlock","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,73,null,"BURGLAR BARS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,73,null,"Trellidoor or equally approved Powder coated electro-galvanised steel non-retractable burglar bars with oval shaped horizontal tubing fitted in the reveal with tamper proof fixing. Strengthening bars as required by manufacturer. Maintenance life cycle of a minimum of 5 years and warranties to be provided against defective workmanship, materials, and corrosion. Steel to be pre-treated for enhance corrosion and UV resistance before powder coating. Colour: matte charcoal. •  Clearance for window handles•  Very low maintenance•  Long product life expectancy•  Outstanding resistance to chemical and mechanical damage•  Resistant to scratching, chipping and wearing•  Easy to clean•  Resistant to UV and discolouration","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,73,null,"Burglar Bars fixed to narrow widths of:",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,74,3,"Window, overall size 3 300mm wide x 1 000mm high - W01","No",{"v":2,"d":"2.00"},null,{"$f":"J1418*I1418","v":0}]
[{"$nulls":10},0]
[null,null,2,12,74,4,"Window, overall size 3 540mm wide x 1 000mm high - W02","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,5,"Window, overall size 1 520mm wide x 1 000mm high - W03","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,6,"Window, overall size 600mm wide x 600mm high - W04","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,7,"Window, overall size 2 400mm wide x 2 100mm high - W05","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,8,"Window, overall size 900mm wide x 900mm high - W06","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,9,"Window, overall size 600mm wide x 900mm high - W07","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,10,"Window, overall size 1 500mm wide x 2 100mm high - W08","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,11,"Window, overall size 2 400mm wide x 2 100mm high - W09","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,12,"Window, overall size 2 400mm wide x 2 100mm high - W10","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,13,"Window, overall size 900mm wide x 900mm high - W11","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,null,"SUNDRY STEELWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,74,null,"Full bore cover plates","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,74,14,"430 x 300 x 10mm cover plates with radius connection including ABE epoxy fixing","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,74,null,"Corner protectors","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,74,15,"70 x 70 x 12mm Thick wall and corner protector approximately 1200mm high fixed to wall with wall contact adhesive to be installed strictly in accordance with the manufacturer's recommendations","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,null,"Bumper rails","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,75,null,"Floorworx Intrad PVC grey high impact resistant wall and corner protection system comprising 200 x 29mm lipped channel profile bump rail Ref 'TR200' clipped onto including joining pieces and brackets fixed to wall in mm uPVC brackets plugged and screwed to brick wall at maximum 400mm centres including all necessary external corners, joining blocks, stopped ends, corner protectors and door protectors all in accordance with the Manufacturers instructions ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,75,16,"Bumper rails fixed to walls","m",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,17,"Extra over 'Marley Intrad' bump rail for stop ends","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,18,"Extra over 'Marley Intrad' bump rail for external corners","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,null,"ALUMINIUM DOOR FRAMES, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,75,null,"Design, supply, deliver and erect the following custom made aluminium door frames suitable for handing timber doors (timber doors measured elsewhere), Frame Material: Powder Coated Matt Anthracite Grey, complete including sub-frames, hinges, fixing in position, etc. and sealing watertight, fixing to brickwork & concrete all inclusive as per Architect's drawings and/ or approval","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,75,19,"Door frame, overall size 900mm wide x 2 100mm high","No",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,20,"Door frame, overall size 900mm wide x 2 400mm high","No",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,21,"Door frame, overall size 1 000mm wide x 2 400mm high","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,22,"Door frame, overall size 1 000mm wide x 2 100mm high","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,75,null,"ALUMINIUM SHOPFRONTS, DOORS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,76,null,"Design, supply, deliver and erect the following custom made aluminium extruded profile shop front or doors (Frame Material: Powder Coated Matt Anthracite Grey), complete including sub-frames, hinges, fixing in position, safety glass, etc. and sealing watertight, including ironmongery, fixing to brickwork, concrete all inclusive as per Architect's drawings and/ or approval (Glass Infill Type: 6.5mm thick laminated safety glass or equally approved as per regulations and architect)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,76,23,"Double aluminium door, overall size 1 600mm wide x 2 100mm high with and including bullet proof glass - D01","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,76,24,"Double aluminium door, overall size 3 800mm wide x 2 100mm high with and including bullet proof glass - D07","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,76,25,"Double aluminium door, overall size 3 000mm wide x 2 100mm high with and including bullet proof glass - D08","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,76,null,"ALUMINIUM WINDOWS","H2",0,null,{"$f":"J1482*I1482","v":0}]
[{"$nulls":10},0]
[null,null,2,12,76,null,"Refer to Architects window schedule","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,76,null,"Design, supply, deliver and erect the following custom made aluminium extruded profile windows (Finish: Powder Coated Graphite), complete including sub-frames, hinges, fixing in position, safety glass, etc. and sealing watertight, including ironmongery, fixing to brickwork, concrete all inclusive as per Architect's drawings and/ or approval (Glass Type: Low E Glazing compliant with SAGGA and SANS 10400 Regulations and in accordance with AAAMSA)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,76,26,"Window, overall size 3 300mm wide x 1 000mm high with and including bullet proof glass - W01","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,76,27,"Window, overall size 3 540mm wide x 1 000mm high with and including bullet proof glass - W02","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,76,28,"Window, overall size 1 520mm wide x 1 000mm high with and including bullet proof glass - W03","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,76,29,"Window, overall size 600mm wide x 600mm high with and including obscure bullet proof glass - W04","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,30,"Window, overall size 2 400mm wide x 2 100mm high - W05","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,31,"Window, overall size 900mm wide x 900mm high including obscure glass - W06","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,32,"Window, overall size 600mm wide x 900mm high - W07","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,33,"Window, overall size 1 500mm wide x 2 100mm high - W08","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,34,"Window, overall size 2 400mm wide x 2 100mm high - W09","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,35,"Window, overall size 2 400mm wide x 2 100mm high with and including bullet proof glass - W10","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,36,"Window, overall size 900mm wide x 900mm high with and including bullet proof glass - W11","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,null,"STEEL ROLLER SHUTTERS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,77,null,"Rates should include for design, supply and installation, the detail of which must be submitted with this tender to be approved by the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,12,77,null,"Steel roller shutters with slats, guides for silent running, T-sections with rubber seal strip fixed to brickwork or concrete (refer to architect's drawings should there be a clash in specifications) all in accordance with the manufacturer (Design & Supply by Contractor with appropriate sizes required by the architect) ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,77,37,"Chain operated roller shutter for 7,645 x 5,000mm high opening with cassette overhead (2 Hour Fire Rated Roller Shutter Door)","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,38,"Chain operated roller shutter for 3,850 x 5,000mm high opening with cassette overhead (2 Hour Fire Rated Roller Shutter Door) ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,77,null,"SHOWER SCREENS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"Design, supply, deliver and erect the following shower screens, complete including any sub-frames, clear silicone joint to all edges, fixing in position, toughended safety glass, etc. and sealing watertight, including ironmongery (handles where applicable), fixing to brickwork & concrete all inclusive as per Architect's drawings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,39,"Approved CrystalTech Clear Trimatic White Aluminium Shower Door - (885mm to 915mm x 1850mm) Sizes to be confirmed on site. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"STEEL STRONGROOM DOORS, VENTILATORS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"Ds 70mm SABS CAT 2adm heavy duty strong room door as specified by mutual security group. Overall thickness of 190mm with a 70mm outer plate, 2 x7-lever security keylock, 8 bolts 40mm diameter (4 front & 4 back), weight of 450kg","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,40,"Strong room door 1190mm x 2400mm high","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,78,41,"Double ended strongroom ventilator","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,78,42,"Strongroom door stop plugged to floor ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"STEEL LOCKERS, CUPBOARDS ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"Smart and Go steel cupboards with Epoxy paint finish","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,43,"\"Smart and go\" 500mm x 1830mm high Lockable 3 door steel cupboard with one adjustable shelve per door fixed to wall including all necessary accessories in accordance with the manufacturer's specifications (design and supply)","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"SHELVING ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"Design, supply, deliver and erect the following items:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,12,78,null,"Take note on how the shelves are measured on the below item",null,0,null,{"$f":"J1546*I1546","v":0}]
[{"$nulls":10},0]
[null,null,2,12,79,44,"Store Room Five Tier Shelf Unit, size 900mm long x 400mm deep x 2 000mm high overall, fixed on and including wall brackets and wall bands, \"RS Components\" Treston Grey steel shelving (50kg load), steel shelf M900 (Size 890mm x 400mm deep) with adjustable steel bracket fixed to wall (Code: 852 769-49 & 1357241) all as per the Manufacturer. (1x Quantity Measured includes the 5 total tiers 2 000mm high overall, e.g. the 50 quantities measured on this item includes 250 individual shelves) ","No",{"v":24,"d":"24.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C1548","v":2},{"$f":"D1548","v":12},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K1406:K1549)","v":0}]
[{"$nulls":10},0]
[null,null,2,13,80,null,"BILL 13 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"PLASTERING (PROVISIONAL)","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,80,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the principal agent and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,13,81,null,"Screeds","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,81,null,"Preparation of existing slabAll laitance on the surface of the slab must be removed completely. Mechanized plant such as scabblers or abrasive blasters must be used. After the mechanical cleaning of the slab surface to expose the coarse aggregate, all dust and debris must be removed, and the surface must be thoroughly wetted and kept wet for at least 12 hours before application of the screed. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,13,81,null,"Concrete screed  Prepare new surface bed and screed & cast new 25-30mm (or thickness as described in the bills of quantities) thick 1 part cement & 3½ part sand, mix by hand or preferably by forced-action mechanical mixer for 3 minutes, use within 45 minutes. Screed to comply to sans 50197-1 type CEM I or CEM II. Lay guide strips of screed mix to establish levels, lay screed in panels as large as possible in one operation without intermediate joints, level surface as finished by wood floats to non-slip finish.  The use of an approved plasticizer is recommended to reduce the water content of the mix to the absolute workable minimum.  The mix design must be submitted to the engineer and architect for approval.   ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,13,82,null,"Application of concrete screedRemove all surface water from the slab. Apply a grout to the slab surface which consists of a 1:1 mix of cement and clean fine sand with just enough water to provide the consistency of a slurry.  This grout is to be vigorously brushed into the scabbled surface with brooms. On completion of this operation, the surplus grout must be brushed off to leave only a thin coating.  The screed must be placed while the grout is still visibly wet. The screed must be laid and compacted in one layer. Care must be taken to obtain the maximum compaction of the concrete screed. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,13,82,null,"Plaster","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,82,null,"Cement plaster for 1 coat work on all brickwork shall be composed of 3 parts of sand to 1 part of cement, all measured by volume, and mixed as follows: Cement mortar shall be composed of 3 parts (by volume) of sand and 1 part (by volume) of cement. The material shall be mixed dry until of uniform colour and then water added and the mixture turned over until the ingredients are thoroughly incorporated. Cement mortar shall be produced in such quantities as can be used before commencing to set as no cement mortar that has once commenced to set shall be used in any way. Care shall be taken in mixing cement mortar to remove from the mixing machine or platform any old mortar that has already set as such mortar may not be incorporated into any new batch (Moisture content to be between 0% and 12%). Cement Plaster for 2 coats to conform to fine plaster sand modulus of not larger than 1mm. (sans 1090). Wood-trowelled to smooth surface and finish with steel trowel skim finish. Allow time for the drying of surface moisture. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,13,82,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,82,null,"SCREEDS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,83,null,"Screeds steel trowelled to a smooth even finish s per SANS 10109 part 2 finishes to concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,83,1,"30mm Thick on floors and landings","m2",{"v":180,"d":"180.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,2,"Average 130 mm thick on roof slabs to falls and currents","m2",{"v":19,"d":"19.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,3,"70 x 70mm Coved screed fillet against walls, window surrounds, etc. wood floated","m",{"v":21,"d":"21.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,null,"PLASTER","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,83,null,"One coat cement plaster on brickwork","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,83,4,"Internal Walls","m2",{"v":1801,"d":"1,801.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,5,"On narrow widths","m2",{"v":26,"d":"26.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,6,"Full depth V-joints to plaster work where brickwork and concrete join","m",{"v":198,"d":"198.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,null,"Two coat cement plaster, with gypsum skim plaster steel trowel finish on brick work surfaces","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,13,83,7,"On columns","m2",{"v":182,"d":"182.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,8,"On isolated beams","m2",{"v":203,"d":"203.00"},null,0]
[{"$nulls":10},0]
[null,null,2,13,83,9,"On narrow widths","m2",{"v":34,"d":"34.00"},null,{"$f":"J1610*I1610","v":0}]
[{"$nulls":10},0]
[null,null,{"$f":"C1610","v":2},{"$f":"D1610","v":13},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K1586:K1611)","v":0}]
[{"$nulls":10},0]
[null,null,2,14,84,null,"BILL 14 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,84,null,"TILING ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,84,null,"PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,84,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,84,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,84,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,84,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,84,null,"Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior approval from the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Fixing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Unless described as \"fixed with adhesive to plaster (plaster elsewhere)\" descriptions of tiling on brick or concrete walls, columns, etc. shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors, etc. shall be deemed to include 1:3 plaster bedding  Ceramic, porcelain, marble and granite tiles are to be fixed and grouted with suitable adhesives and grouts from \"Tal Professional\" range of products as recommended by the manufacturer of the tiles",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Cleaning of tiles","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Tiling shall be thoroughly cleaned down on completion. No additional costs for cleaning will be entertained",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Availability of tiles","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"When pricing tenderers must make sure that there is enough stock available or that enough stock can be obtained timeously of the respective tiles specified",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Cutting of tiles","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"All straight, circular and raking cutting and waste must be allowed for in the rates",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Bonding liquid and Keycoats","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"All bonding liquids and keycoats must be allowed for in the rates",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Setting out","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,85,null,"Care shall be exercised in setting out the work, the preparation of templets and the checking of the detail drawings. All measurements shall be taken on the site where necessary and the full size setting out of each course shall be done at the yard so as to ensure the proper fitting of each stone",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,86,null,"Before putting any work in hand the contractor is to submit to the architect for his approval details of the manner in which he proposes to set out the slabs and joints in all wall facings, pavings, sills, treads, etc together with samples of grain or pattern matching",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,86,null,"Bedding and jointing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,86,null,"Slate, marble, granite and other floor paving and wall linings are to be bedded solidly on the mortar thickness described and are to have tightly butt joints unless otherwise stated",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,86,null,"Where stonework is to be fixed with adhesive, the adhesive is to be suitable for and compatible with the type of stone. The contractor will be liable for any defects to the slate, marble and granite arising from the use of the adhesive",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,14,86,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,87,null,"FLOOR TILING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,87,null,"Antibacterial tiles, size 300mm x 300mm x 8.5mm thick, finish: matte. Moca accreditation and iso27447:2019(e) certifications to be provided. Anti-Bacterial industrial fine epoxy grout to joints, colour to match tiles, installed as per manufacturer’s recommendations. Technical data sheets for chemical resistance to be provided. Movement joints to be provided every 4 metres or as per manufacturer’s recommendations, fixed to wood floated 1:4 cement and sand screed. Tenderers are to include the price of the tile with this tender, plus labour, tile cement, grout, mark up, wastage, etc. PC Allowance of R250.00 per m2, excluding VAT, for the site delivered tile material price only, Tenderers are to include the price as per the PC amount, plus delivery, labour, tile cement, grout, mark up, etc.  ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,87,1,"On floors and landings","m2",{"v":180,"d":"180.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,87,2,"Skirting 150mm high","m",{"v":180,"d":"180.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,87,null,"WALL TILING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,87,null,"Antibacterial tiles, size 200mm x 200mm x 8mm thick, finish: matte. Moca accreditation and iso27447:2019(e) certifications to be provided. Anti-Bacterial industrial fine epoxy grout to joints, colour to match tiles, installed as per manufacturer’s recommendations. Technical data sheets for chemical resistance to be provided. External joints to have tiled in stainless steel corner protectors, fixed to plastered surfaces (plaster measured elsewhere). Tenderers are to include the price of the tile with this tender, plus labour, tile cement, grout, mark up, wastage, etc. PC Allowance of R200.00 per m2, excluding VAT, for the site delivered tile material price only, Tenderers are to include the price as per the PC amount, plus delivery, labour, tile cement, grout, mark up, etc. ","H3",0,null,{"$f":"J1674*I1674","v":0}]
[{"$nulls":10},0]
[null,null,2,14,87,3,"On walls","m2",{"v":112,"d":"112.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,88,null,"STONEWORK ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,88,null,"20mm Thick black granite, with 5mm mitred edge vanity","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,88,4,"150mm high x 1 600mm long x 900mm wide overall black granite vanity with 5mm Mitred edges, including 120mm high return/ splash back with polysulphide seal at edges and 5mm Mitred edges on top, all fixed to and including 25mm galvanised mild steel (SHS or equally acceptable) support frame to the tenderer's design, primed & painted with matt black powder coated finish complete ","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,88,null,"SUNDRIES, DIVIDING STRIPS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,14,88,5,"Dove grey 9x10mm high pvc movement joint, fixed to floors with an approved adhesive.","m",{"v":47,"d":"47.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,88,6,"Black 9x10mm high pvc movement joint, fixed to floors with an approved adhesive.","m",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,88,7,"Natural anodised 48mm wide aluminium structural wall joint cover flexible pvc hospital infill, fixed in wall expansion joint with four steel spring clips per 3m length. ","m",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,88,8,"10mm high aluminium formable straight edge trim, temporary fixed in position and bedded in tile adhesive while tiles are laid. ","m",{"v":40,"d":"40.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,88,9,"10mm high aluminium formable straight edge trim, fixed on top of skirtings and bedded in tile adhesive while tiles are laid. ","m",{"v":180,"d":"180.00"},null,0]
[{"$nulls":10},0]
[null,null,2,14,88,10,"Polysulphide joints between tiles approximately 5 x 5mm","m",{"v":388,"d":"388.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C1696","v":2},{"$f":"D1696","v":14},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K1666:K1697)","v":0}]
[{"$nulls":10},0]
[null,null,2,15,89,null,"BILL 15 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,89,null,"PLUMBING AND DRAINAGE","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,89,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,89,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,89,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,89,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,89,null,"In addition to the 'Standard Preambles to Trades' the following SABS codes are applicable: ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,89,null,"PIPE THREADS     \t\t\tSABS 21 GALVANISING      \t\t\tSABS 763 WROUGHT STEEL SCREWED FLANGES BS 10/\t\t\tSABS 1123 ERW PIPING \t\t\t\tSABS 719 DENSOWRAP \t\t\t\tSABS 1117 NON-RISING SPINDLE VALVES \tSABS 665 WATER TANKS \t\t\t\tSABS/CKS 114 ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,90,null,"NOTE: Unless otherwise stated all excavation depths are related to finished levels ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,90,null,"Additional notes to tenderers","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,90,null,"Descriptions to pipes in ground deemed to include for excavation and backfilling to the stated depths, measured from finished ground level to invert level of pipe, including compaction in layers to a minimum of 93 % Mod AASHTO density ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,90,null,"Please note that all geysers are to be hung from either the roof structure or on bearing walls, etc. and that all hangers, etc. must be in accordance and to the approval of the engineer's/manufacturers specifications and all such bearers, bolts, etc. must be allowed for in this tender under the respective (geysers) item in this bill by the tenderer and no claims or extras in this regard will be entertained",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,90,null,"No distinction is made between pipes been chased in, built in, cast in or to be suspended from the roof trusses, etc., the tenderers must study the drawings (drawings are available to be viewed at the engineers offices) and familiarise themselves with the extend of the works and make the necessary allowances in the tender as no claims or extras in this regard will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,90,null,"Tenderers must note that HDPE pipes must be installed by an approved and certified HDPE installer. Certificates of approved installer must be attached to the tender for verification.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,90,null,"Where fittings have reducing ends or branches they are described as \"reducer/reducing\". Should the contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior approval from the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"General","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Rates should include for supply and installation, including input from an approved wet services contractor, the detail of which will be required by the mechanical engineer (wet services engineer).",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Tenderers must take note that the following items are only for tender purposes and will be used as basis and therefore the quantity might change. No claims in this regard will be entertained",null,0,null,{"$f":"J1738*I1738","v":0}]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Copper pipes:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Pipes shall be hard drawn and half-hard pipes of the class stated. Class 0 (thin walled hard drawn) pipes shall not be bent. Class 1 (thin walled half-hard), class 2 (half-hard) and class 3 (heavy walled half-hard) pipes shall only be bent with benders with inner and outer formers. Fittings to copper waste, vent and anti-syphon pipes, capillary solder fittings and compression fittings shall be 'Cobra Watertech' type. Capillary solder fittings shall comply with ISO 2016. Only compression fittings shall be used in walls or in ground.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Chasing:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,91,null,"Chasing pipes into new walls shall be regarded as \"building in\" and is not measured separately. The cost of chasing, wrapping in suitable brown paper and making good shall be included in the rates for pipes.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Holes for pipes through new walls:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"No allowance for holes and drilling for pipes through new walls has been made in these bills of quantities, the price for all holes and making good shall be deemed to be included in the description of pipes.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Reducing fittings:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Where fittings have reducing ends or branches they are described as 'reducing'. In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. Should the Contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Description of pipes laid in trenches:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Descriptions of pipes laid in trenches shall be deemed to include for carting away all surplus excavated material to a dumping site located by the contractor.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Excavations:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"No claim for rock excavation will be entertained unless the Contractor has timeously notified the quantity surveyor thereof prior to backfilling.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"'Soft rock' and 'hard rock' shall be as defined in 'Earthworks'.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Laying, backfilling, bedding, etc of pipes:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,92,null,"Pipes shall be laid and bedded and trenches shall be carefully backfilled in accordance with manufacturers' instructions.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Where no manufacturers' instructions exist pipes shall be laid in accordance with clauses 5.1 and 5.2 of each of the following: SABS 1200 L : Medium pressure pipelines  LD : Sewers  LE : Stormwater drainage  Pipe trenches etc shall be backfilled in accordance with clause 3, 5.5, 5.6, 5.7 and 7 of SABS 1200DB: Earthworks (Pipe trenches) Clause 5.7.2 will only be applicable if authorised by the Engineer in writing.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Flush pans:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Flush pans shall have straight or side outlets and 'P' or 'S' traps as necessary.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Stainless steel basins, sinks, wash troughs, urinals, etc:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Units shall have standard aprons on all exposed edges and tiling keys against walls where applicable.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Fixing:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Descriptions of wall mounted, floor standing, drop-in, etc type sanitary fittings shall be deemed to include fixing in position and all fixing accessories.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Descriptions of proprietary items shall include fixing in position and all fixing accessories as specified by the manufacturer.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Waste unions:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Descriptions of waste unions shall be deemed to include rubber or vulcanite plugs and chains fixed to fittings.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Sleeve pipes:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,"Electrical sleeve pipes to be Class 34 and are to include for draw wires.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,93,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,94,null,"CONVENTIONAL RAINWATER DISPOSAL (GUTTERS)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,94,null,"Extruded seamless aluminium gutter","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,94,1,"125 x 85mm Rectangular section eaves gutter with 20mm wide overlapping joints sealed with and including compressible sealing strip and riveted at 20mm centres","m",{"v":30,"d":"30.00"},null,{"$f":"J1802*I1802","v":0}]
[{"$nulls":10},0]
[null,null,2,15,94,2,"75mm Diameter rainwater downpipe with brackets fixed to brick wall or concrete","m",{"v":21,"d":"21.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,3,"Extra over for 75mm wide rainwater pipe for eaves offset","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,4,"Extra over for 75mm wide rainwater pipe for spreader","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,5,"Extra over 75mm eaves gutter for outlet for 75 x 75mm pipe","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,6,"Extra over for shoe","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,null,"RAINWATER DISPOSAL (PLUVIA)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,94,null,"Rainwater system","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,94,null,"HDPE pipes, including all butt welded joints, to manufacturers specification ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,94,7,"125mm Diameter pipes","m",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,8,"160mm Diameter pipes","m",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,null,"Extra over HDPE pipes for fittings, including all buttwelds ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,94,9,"160 x 125mm Short eccentric reducer","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,10,"125mm Bend 45° ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,11,"160mm Bend 45° ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,12,"160 x 125mm Reducing Y-Junction 45° ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,94,13,"160 x 160mm Y-Junction 45° ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,14,"125mm Electroweld sleeve coupling","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,15,"160mm Electroweld sleeve coupling","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,null,"Sundries","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,95,16,"Base plate square two-hole with G1/2\" threaded nut","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,17,"125mm Adjustable pipe bracket, with G1/2\" threaded socket","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,18,"160mm Adjustable pipe bracket, with G1/2\" threaded socket","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,19,"125mm Electrowelding tape for anchor bracket","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,null,"Roof outlets","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,95,20,"Pluvia roof outlet with a capacity of 9 l/s with and including universal contact sheet","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,21,"Pluvia roof outlet with a capacity of 12 l/s with contact sheet","No",{"v":0.3,"d":"0.30"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,22,"Rainwater Hopper Box 300 x 200 x 200mm for 160mm downpipes ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,23,"760 x 300 x 120mm Precast concrete rainwater channel stop end (20kg)","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,null,"SOIL WASTE AND VENT PIPES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,95,null,"HDPE soil, waste and vent pipes including, all elecroweldcoupling, expansion couplings, ring seal sockets and butt joint welds in the running lengths as per manufacturer's specifications","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,95,24,"50mm Diameter pipes ","m",{"v":32,"d":"32.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,95,25,"110mm Diameter pipes ","m",{"v":18,"d":"18.00"},null,{"$f":"J1866*I1866","v":0}]
[{"$nulls":10},0]
[null,null,2,15,95,null,"Extra over HDPE pipes for fittings, including butt welds","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,95,26,"50mm Screwed access end cap ","No",{"v":32,"d":"32.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,27,"110mm Screwed access end cap ","No",{"v":18,"d":"18.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,28,"110 x 50mm Reducer ","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,29,"50mm Bend ","No",{"v":24,"d":"24.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,30,"110mm Bend ","No",{"v":18,"d":"18.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,31,"50mm Junction ","No",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,32,"110mm Junction ","No",{"v":9,"d":"9.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,33,"50mm BSP adaptor","No",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,34,"110mm Straight pan connector","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,35,"110mm Vent cowl","No",{"v":9,"d":"9.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,null,"Sundries ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,96,36,"Joint of 50mm diameter HDPE pipe to floor drain or bath/basin/sink traps, etc.","No",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,37,"Joint of 110mm diameter cast iron pipe to stainless steel floor drain/grease trap","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,null,"Traps, etc., including coupling to steel pipes and/or fittings ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,96,38,"Square flange floor drain.","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,39,"110mm HDPE gulley trap","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,40,"400 x 400 x 16mm Concrete drain gulley with and including grating","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,null,"DOMESTIC WATER SERVICES (HOT & COLD)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,96,null,"Class 'O' hard drawn capillary type copper tubing, including straight couplers in the running lengths ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,96,41,"15mm Diameter pipes ","m",{"v":34,"d":"34.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,96,42,"20mm Diameter pipes ","m",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,43,"22mm Diameter pipes ","m",{"v":9,"d":"9.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,44,"35mm Diameter pipes ","m",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,45,"50mm Diameter pipes ","m",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,null,"Extra over Class 'O' hard drawn capillary type tubing, for all types of capillary fittings ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,97,46,"15mm Fitting ","No",{"v":46,"d":"46.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,47,"20mm Fitting ","No",{"v":9,"d":"9.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,48,"22mm Fitting ","No",{"v":21,"d":"21.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,49,"35mm Fitting ","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,50,"20mm Reducer","No",{"v":9,"d":"9.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,51,"22mm Reducer","No",{"v":21,"d":"21.00"},null,{"$f":"J1930*I1930","v":0}]
[{"$nulls":10},0]
[null,null,2,15,97,52,"35mm Reducer","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,53,"50mm Straight male/female iron adaptor","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,54,"15mm Elbow/bend ","No",{"v":28,"d":"28.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,55,"20mm Elbow/bend ","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,56,"22mm Elbow/bend ","No",{"v":13,"d":"13.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,57,"35mm Elbow/bend ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,58,"50mm Elbow/bend ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,59,"15mm Reducing tee","No",{"v":14,"d":"14.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,60,"20mm Reducing tee","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,61,"22mm Reducing tee","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,62,"50mm Reducing tee","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,97,63,"35mm Reducing tee","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,64,"15mm Equal tee","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,65,"20mm Equal tee","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,66,"22mm Equal tee","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,67,"35mm Equal tee","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,68,"50mm Equal tee","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,null,"Galvanised medium grade mild steel screwed and socketed pipes, including couplings in the running lengths ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,98,69,"50mm Diameter pipes ","m",{"v":12,"d":"12.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,null,"Extra over galvanised mild steel screwed and socketed pipes for galvanised mild steel fittings, including couplings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,98,70,"50mm Fitting","No",{"v":46,"d":"46.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,null,"'Thermaflex' or equivalent insulation of 15mm nominal wall thickness, around pipes, including fittings and valves, etc. all in compliance with SANS10400XA and SANS 204 (Energy Efficiency) ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,98,71,"15mm Diameter pipes, including fittings and valves","m",{"v":31,"d":"31.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,72,"20mm Diameter pipes, including fittings and valves","m",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,73,"22mm Diameter pipes, including fittings and valves","m",{"v":9,"d":"9.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,74,"35mm Diameter pipes, including fittings and valves","m",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,75,"50mm Diameter pipes, including fittings and valves","m",{"v":12,"d":"12.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,null,"Valves, etc., including coupling to pipes and/or fittings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,98,76,"15mm chromium plated fullway ball valve","No",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,98,77,"20mm chromium plated fullway ball valve","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,99,78,"25mm chromium plated fullway ball valve","No",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,99,79,"40mm chromium plated fullway ball valve","No",{"v":1,"d":"1.00"},null,{"$f":"J1994*I1994","v":0}]
[{"$nulls":10},0]
[null,null,2,15,99,80,"65mm chromium plated fullway ball valve","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,99,81,"Flush junior : urinal flush valve exposed. Non-hold open feature. Econoflush with ball o stop control inlet, wall flange, additional screw and piston For large bowl and stall urinals. 3/4bsp female iron connection end. Recommended optimum design pressures: Inlet flow pressure 30 - 500kpa: maximum system pressure 600kpa. Fitted with all pipe connections & fittings. ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,99,null,"WATER METERS, ETC., INCLUDING INSTALLATION COMPLETE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,99,82,"20mm Brass cold water meter with hinged cover over cyclometer dial  ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,99,null,"CONCRETE FORMWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,99,null,"Polystyrene block to be cast into reinforced concrete floor and maintaining in correct position during concrete pour","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,99,83,"Polystyrene block size 300 x 300 x 150mm to be cast into reinforced conrete slabs to create void for slop hopper trap","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,99,null,"CLEANING AND STERILIZING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,99,84,"Provide all necessary water and sterilization material, etc., for cleaning the inside of the concrete domestic water tank, including chlorination, complete to the satisfaction of the architect, including providing a certificate of compliance and leave perfect on completion ","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,100,null,"Sundries","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,100,85,"Special pipe bracket formed of 25 x 25mm hollow section, two legs 800mm high and one cross brace 500mm long, two baseplate 400 x 400 x 3mm thick all welded together, the baseplate holed for and including four 10mm holding down bolts, all undercoated and painted to the satisfaction of the architect/engineer","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,100,null,"TESTING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,100,86,"Provide all necessary water, etc., for and test this section of the plumbing services, sanitary fittings, pumps, etc., and in stages as deemed necessary, including chlorination, complete to the satisfaction of the architect and the local authority, replace any defective work free of charge, including any necessary re-testing and leave perfect on completion ","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,100,87,"Allow for testing and commissioning this section of the plumbing services, sanitary fittings, pumps, etc., including any necessary re-setting, etc., for optimal performance of the entire system to the satisfaction of the architect for the duration of the contract, maintenance and guarantee period ","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,100,null,"SANITARY FITTINGS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,100,null,"Rates for all sanitary fittings are to allow for the supply, deliver and installation of all fittings, inclusive of all sundry materials required for the installation, complete as per sanitary schedules on the drawings (pipework elsewhere measured).","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,100,null,"Water Closet",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,100,88,"WC suite comprising 'Aquasave' (code 751300) or equivalent white vitreous china pan with 'DPE A1 De Lux' solid hard double flap plastic toilet seat and 6 litre 'Siso' cistern & nbsp;(code 712034) with flush valve (codeFJ 1000 or equivalent).","No",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,101,89,"Low level WC suite comprising 'Protea Paraplegic' code 7502 white vitreous china pan or equivalent with 'DPE A1 De Lux' solid hard double flap plastic toilet seat and 9 litre cistern code 710539 with flush pipe and side-flush lever mounted on wall adjacent to cistern.","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,101,null,"Wash hand basin",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,101,90,"510 x 400mm 'Sola' (code 703700) white vitreous china medical basin or equivalent with two tapholes including 32mm standing overflow tube fixed to wall on and including concealed wall bracket (code 8131Z2)and three 10mm bolts (code 8448Z0) sealed with silicone sealant where basin meets the wall.","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,101,91,"60cm Medical basin. Vitreous china. With no overflow. Colour : white. ","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,101,null,"Urinal",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,101,92,"565 x 275 x 310 mm white vitreous china wall mounted Urinal or equivalent fixed on and including two hanger Brackets. Installation to be in strict accordance with the manufacturer’s specifications and details. Urinal to be fixed with a chrome flush pipe.","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,101,null,"Sink",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,101,93,"Combination sink, free standing, formed from grade 304 1.2 mm thick. Stainless steel, with double bowl. Overall size 1 830 x 685mm with 150mm high  splash  back as model  EC6  supplied, complete with approved flush valve, 15 mm bedpan spray nozzle and 15 mm bottle spray nozzle, including  pillar  mixer with over arm swivel spout as CP171/041 and pillar mixer with retractable hand spray ref CP297 ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,101,94,"Franke drop-on sink or equivalent, polished stainless  steel, single bowl, 900 x 535mm x 150mm, 38mm waste diameter, fitted onto cupboard (elsewhere specified).","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,101,null,"Slop Hopper ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,102,95,"Slop hopper sink (CH) formed of 1.2 mm  thick  grade  304 18/10 stainless steel size 540 x 540 x 415 mm  supplied with integral splashback; 110 mm waste outlet  connected to and including p or s trap as required; integral flush pipe inlet with cobra FM 1.00 flush valve connected to 35 mm diameter water supply; hinged bucket grid fitted over funnel, fixed to plastered brickwork wall using two 40 x 40 mm square  section stainless steel gallows brackets, and including bolting with four anchor 12 mm diameter bolts, 600 mm above finished floor level. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,102,null,"Showers",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,15,102,96,"Shower Head 6 Spray patterns 155mm Chrome","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,102,97,"Shower arm, round 300 Length: 300mm Brass Construction Chrome Plated","No",{"v":1,"d":"1.00"},null,{"$f":"J2058*I2058","v":0}]
[{"$nulls":10},0]
[null,null,2,15,102,null,"TAPS, ETC., INCLUDING COUPLING TO PIPES AND/OR FITTINGS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,102,98,"Medical elbow-action, wall-type mixer, chrome. Includes: 1/4 turn ceramic disc, 1/2 bsp male inlet, aerated swan-neck swivel outlet, fixed centre bent inlet connections, and hook for swivel outlet, 20 year warranty ","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,102,99,"Basin mixer, - one hole single lever, chrome. Flow restricted to 5.7 l/min. Includes 3/8 bsp, 400mm long, female flexible inlets, chrome plated ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,102,100,"Highrise swivel mixer with overarm swivel spout ","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,102,101,"Hose bib tap. Heavy pattern low resistance type. With 3/4inch hose union, wingnut and lining for 3/4inch hose pipe. 3/4inch bsp male iron connection end. Standard brass. Code: fbbhn2c3-7ft01 ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,102,102,"Flush actuator for urinal in 'Matt Chrome' ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,102,103,"COBRA Nile or equivalent concealed shower or bath mixer chrome single lever, code FSWHR6AR-0GT01","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,null,"TRAPS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,103,null,"Approved:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,103,104," Bottle nose trap 32mm chrome plated deep seal bottle trap code 345/50 or equivalent, 50mm outlet. ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,105,"Dip tube trap for washbasin, horizontal outlet: d40mm g1 1/4\" bright chrome-plated - plastic ","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,106,"40 x 40mm Plain rubber p-trap - all to architect's approval, or similar approved by architect ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,107,"Urinal trap code 152.983.00.1 or similar approved ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,108,"“Cobra” or equivalent Square Shower Trap with Shower P-trap, Outlet connection and Square Grating ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,null,"WASTE UNIONS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,103,null,"Approved:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,103,109,"32mm Chrome plated aqua slotted basin click waste (302-32) with 62mm diameter flange and 80mm long shank or similar approved by architect ","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,110,"Unslotted waste With flanged back nut and washer, plug with stirrup. 62mm flange, 45mm long shank. 1 1/2inch bsp male iron connection ","No",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,null,"ELECTRIC WATER HEATERS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,103,null,"\"Kwikot\" or equally approved","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,103,111,"\"Approved\" 150 litre water heater direct to comply with SANS 1307, and is SABS 400kPa approved, supplied & installed as per the manufacturer ","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,103,null,"FIRE SERVICES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,104,null,"Galvanised mild steel screwed and socked pipes and fittings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,104,112,"32mm Pipe and excavation not exceeding 1m deep including backfilling","m",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,104,113,"25mm Pipe laid in/under floors or fixed to walls, roofs, etc. ","m",{"v":56,"d":"56.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,104,null,"Extra over galvanised mild steel pipes for galvanised mild steel fittings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,104,114,"25mm Fittings","No",{"v":18,"d":"18.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,104,115,"32mm Reducing coupling","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,104,116,"32mm Elbow","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,104,null,"Fire appliances, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,104,117,"4.5kg Dry chemical powder fire extinguisher, including backboard, plugged and screwed","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,2,15,104,118,"Fire house reel complete with 30m rubber hose, chromium plated stopcock, shut-off nozzle and wall bracket bolted to wall with and including expansion bolts","No",{"v":2,"d":"2.00"},null,{"$f":"J2122*I2122","v":0}]
[{"$nulls":10},0]
[null,null,2,15,104,null,"Testing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,15,104,119,"Provide all necessary apparatus, water, etc. for and test the whole of the Fire Service installations to the satisfaction of a Representative/Agent and the Local Authority, rectify all defective work free of charge and leave in perfect order","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C2126","v":2},{"$f":"D2126","v":15},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K1799:K2127)","v":0}]
[{"$nulls":10},0]
[null,null,2,16,105,null,"BILL 16 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,16,105,null,"GLAZING ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,16,105,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,16,105,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,16,105,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,16,105,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,16,105,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,16,106,null,"TOPS, SHELVES, DOORS, MIRRORS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,16,106,null,"6mm Silvered float glass copper backed mirrors with polished edges holed for and fixed with chromium plated dome capped mirror screws with rubber buffers to plugs in brickwork or concrete, etc. and or as stated on the below measured items","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,16,106,1,"400 x 800mm Mirror, fixed to wall with industrial double sided tape, aluminium edging strip to be installed between tiling and mirror. Or similar approved by architect. ","No",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C2148","v":2},{"$f":"D2148","v":16},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2146:K2149)","v":0}]
[{"$nulls":10},0]
[null,null,2,17,107,null,"BILL 17 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"PAINTWORK","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"Paint specification","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,107,null,"Items, materials or methods to be used specified by trade names or catalogue numbers are only an indication of the quality required. Items, materials or methods of similar quality may be used with prior approval from the Architect.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,17,108,null,"Descriptions of paintwork including undercoats shall be deemed to include undercoats as recommended by the manufacturer of the finishing coats ",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,17,108,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,109,null,"PAINTWORK, ETC. TO NEW WORK ON:","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,109,null,"ON FACE BRICKWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,109,null,"Two coats brick dressing","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,109,1,"Face Brick To Be Coated With A Low-Voc (Or Similar Approved) Brick Dressing Oil, To Manufacturer's Specifications. ","m2",{"v":1041,"d":"1,041.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,109,null,"FLOATED PLASTER SURFACES","H2",0,null,{"$f":"J2186*I2186","v":0}]
[{"$nulls":10},0]
[null,null,2,17,109,null,"Antibacterial Paint on cement plaster skimmed to a smooth surface.•  Ensure surfaces are sound, clean and thoroughly dry - moisture content should not exceed 12%. •  Apply primer as per manufacturer’s recommendations and specifications.•  Finish with 2 coats of anti-bacterial eggshell paint with drying times as per manufacturer's recommendations and specifications.•  ISO certification to be provided for approval.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,109,2,"Internal walls","m2",{"v":1689,"d":"1,689.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,109,3,"Internal walls not exceeding 300mm wide","m",{"v":204,"d":"204.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,110,null,"Plaster and paint with a minimum 7-year maintenance cycle and guarantee from manufacturer on product. Site specific specification to be generated and confirmation from manufacturer. Product to have the following specifications: •  Excellent exterior durability, flexibility and adhesion to cement based surfaces. •  Excellent alkali resistance and adhesion to cement based surfaces. •  Outstanding water and dirt resistance. •  Inherent mould resistant properties that prevent the growth of fungus. •  Excellent stain resistance and washability. •  Mid-sheen and low voc (max 25g/l tinted). •  Non-flammable. •  Surface to be primed as per manufacturer’s recommendations and specifications. ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,110,4,"External walls not exceeding 300mm wide ","m",{"v":144,"d":"144.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,110,null,"PLASTER BOARD SURFACES WITH","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,110,null,"Surface to be dry, sound and free of dirt and loose particles.  Wipe down with a damp cloth and allow to dry completely. Prime with one coat alkali resistant plaster primer (Patching) and finish with two coats trade 65 matt pva","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,110,5,"Fascia and barge boards exceeding 300mm wide or high ","m2",{"v":40,"d":"40.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,110,null,"SMOOTH CONCRETE SURFACES WITH","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,111,null,"Ensure surfaces are clean, dry and sound. Moisture content not more than 8% measured on a doser hygrometer bd2 scale (or equivalent) before painting. Apply either universal undercoat or professional undercoat to bare and repaired areas. Allow 16 hours to dry or apply multisurface primer to bare and repaired areas. Allow 2 hours to dry. Finish with two coats pure acrylic emulsion sheen paint with 2 hours drying time between coats, for a maintenance cycle of 12 years ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,111,6,"Concrete columns","m2",{"v":182,"d":"182.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,111,7,"Concrete isolated beams","m2",{"v":203,"d":"203.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,112,null,"METAL SURFACES WITH","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,112,null,"Surface to be clean and dry. Remove surface contaminants using metal care aquasolv Degreaser (gr 1) with bristle brush or brillo pads.  Rinse thoroughly with tap water until surface is water break-free. Remove rust and millscale by abrasive blasting to Iso 8501 - 01:1988 - sa2½ or by hand/mechanical wire Brushing to st3 of the same standard.  Allow to dry Completely and prime within 4 hours of cleaning. Prime with one coat epiwash chromate free primer (aw 1255) with an overcoating time of 4 hours and finish with two coats polyurethane enamel (up) with 2 Hours drying time between coats, for a maintenance cycle of 6 years in a c1 - inland environment.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,112,8,"Door frames","m2",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,112,null,"WOOD SURFACES WITH","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,112,null,"Surface to be dry, sound and clean. Wash knots and resinous areas with lacquer thinners (ils 1) and coat with woodcare knot seal (pk 2) and apply one coat of plascon woodcare pretreatment (wwp 1), overcoated within 48 hours with a moisture content, measured with a doser hygrometer (or equivalent), of bd 2 scale (a1-a5) < 14% or less. Prime with one coat wood primer (uc 2) with an overcoating time of 16 hours and finish with two coats wall & all with 2 hours drying time between coats, for a maintenance cycle of 7 years.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,17,112,9,"Doors","m2",{"v":66,"d":"66.00"},null,0]
[{"$nulls":10},0]
[null,null,2,17,112,10,"Door surfaces not exceeding 300mm wide","m",{"v":101,"d":"101.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C2224","v":2},{"$f":"D2224","v":17},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2172:K2225)","v":0}]
[{"$nulls":10},0]
[null,null,2,18,113,null,"BILL 18 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"BUILDER'S WORK IN CONNECTION WITH SERVICES","H1",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,2,18,113,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,114,null,"SLEEVE PIPES, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,114,null,"Cut horizontal or vertical chase in brickwork and make good, for: ","H3",0,null,{"$f":"J2250*I2250","v":0}]
[{"$nulls":10},0]
[null,null,2,18,114,1,"Double electrical conduits ","m",{"v":60,"d":"60.00"},null,0]
[{"$nulls":10},0]
[null,null,2,18,114,null,"Cut holes for pipes not exceeding 100mm diameter and make good, through the following.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,114,2,"One-brick wall ","No",{"v":20,"d":"20.00"},null,0]
[{"$nulls":10},0]
[null,null,2,18,114,null,"Cut recess in walls and make good for the following. ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,114,3,"Electrical switch or socket outlet in 230mm one brick wall.","No",{"v":14,"d":"14.00"},null,0]
[{"$nulls":10},0]
[null,null,2,18,114,null,"Make good chases cut into existing plastered walls including making good at junction of new with existing plaster (forming of chase elsewhere). ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,114,4,"Chase cut into one or two coat cement plaster wall finish for double conduit. ","m",{"v":60,"d":"60.00"},null,0]
[{"$nulls":10},0]
[null,null,2,18,114,null,"Metal lathing/ chicken mesh wire or equally approved","H3",0,null,0]
[{"$nulls":10},0]
[null,null,2,18,114,5,"Supply & install 100mm wide metal lathing/ chicken mesh wire fixed to chased walls.","m",{"v":60,"d":"60.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C2268","v":2},{"$f":"D2268","v":18},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2249:K2269)","v":0}]
[]
[null,null,2,19,115,1,"Demolitions","Page",{"v":9,"d":"9.00"},0,{"$f":"K138","v":{"v":100000,"d":"100,000.00"}}]
[]
[null,null,2,19,115,2,"Earthworks","Page",{"v":17,"d":"17.00"},0,{"$f":"K304","v":0}]
[]
[null,null,2,19,115,3,"Concrete, Formwork & Reinforcement","Page",{"v":25,"d":"25.00"},0,{"$f":"K524","v":0}]
[]
[null,null,2,19,115,4,"Precast Concrete","Page",{"v":28,"d":"28.00"},0,{"$f":"K582","v":0}]
[]
[null,null,2,19,115,5,"Masonry","Page",{"v":34,"d":"34.00"},0,{"$f":"K712","v":0}]
[]
[null,null,2,19,115,6,"Waterproofing","Page",{"v":40,"d":"40.00"},0,{"$f":"K844","v":0}]
[]
[null,null,2,19,115,7,"Roof Covering","Page",{"v":45,"d":"45.00"},0,{"$f":"K926","v":0}]
[]
[null,null,2,19,115,8,"Carpentry & Joinery","Page",{"v":51,"d":"51.00"},0,{"$f":"K1014","v":0}]
[]
[null,null,2,19,115,9,"Ceilings","Page",{"v":56,"d":"56.00"},0,{"$f":"K1100","v":0}]
[]
[null,null,2,19,115,10,"Ironmongery","Page",{"v":61,"d":"61.00"},0,{"$f":"K1204","v":0}]
[]
[null,null,2,19,115,11,"Structural Steel","Page",{"v":69,"d":"69.00"},0,{"$f":"K1338","v":0}]
[]
[null,null,2,19,115,12,"Metalwork","Page",{"v":79,"d":"79.00"},0,{"$f":"K1550","v":0}]
[]
[null,null,2,19,115,13,"Plastering","Page",{"v":83,"d":"83.00"},0,{"$f":"K1612","v":0}]
[]
[null,null,2,19,115,14,"Tiling","Page",{"v":88,"d":"88.00"},0,{"$f":"K1698","v":0}]
[]
[null,null,2,19,115,15,"Plumbing & Drainage","Page",{"v":104,"d":"104.00"},0,{"$f":"K2128","v":0}]
[]
[null,null,2,19,115,16,"Glazing","Page",{"v":106,"d":"106.00"},0,{"$f":"K2150","v":0}]
[]
[null,null,2,19,115,17,"Paintwork","Page",{"v":112,"d":"112.00"},0,{"$f":"K2226","v":0}]
[]
[null,null,2,19,115,18,"Builders' work in connection with services","Page",{"v":114,"d":"114.00"},0,{"$f":"K2270","v":0}]
[]
[null,null,{"$f":"C2306","v":2},{"$f":"D2306","v":19},null,null,"TOTAL CARRIED TO FINAL SUMMARY",null,0,null,{"$f":"SUM(K2271:K2307)","v":{"v":100000,"d":"100,000.00"}}]
[]
[null,null,3,1,116,null,"BILL 1 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,116,null,"FENCING ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,116,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,116,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,{"$f":"J2316*I2316","v":0}]
[{"$nulls":10},0]
[null,null,3,1,116,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,116,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,116,null,"These bills are measured based on the Standard System of Measuring Building Work 2015 Seventh Edition. No claims will be entertained for items not covered by the afore mentioned document. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,117,null,"The contractor is advised to be in constant communication with the quantity surveyor during the course of the tender process and/or project with regards to the following:1. Tender drawings versus the Tender bills of quantities - Should there be a discrepancy between the tender drawings and the bills of quantities, the contractor shall notify the quantity surveyor immediately. 2. Construction drawings versus the Tender bills of quantities - Should there be a discrepancy between the construction drawings and the bills of quantities, the contractor shall notify the quantity surveyor immediately. 3. Site Instructions - The quantity surveyor together with the principal agent shall be notified immediately of any site instructions or potential costs in accordance to the contract. No claims or costs arising out of not adhering to the above will be entertained. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,117,null,"Design and Construct: The entire Bills of Quantities shall only be used as a pricing tool and does not supersede the works information, site information and drawings. All works to be executed on site shall be in accordance with drawings and site instructions. The actual works executed on site will be re-measured and adapted to the items outlined within the BoQ. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,117,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,117,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,117,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the principal agent and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,118,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal dencity tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,119,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,120,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,120,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,1,120,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,121,null,"BOUNDARY SCREEN FENCE","H2",0,null,{"$f":"J2380*I2380","v":0}]
[{"$nulls":10},0]
[null,null,3,1,121,null,"Approved Category 3 Security Fencing System (Clear-Vu or Equally approved)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,1,121,1,"Supply and install fencing comprising of steel mesh panels size 3000 x 2400mm high at 3000mm centres, 4mm diameter hot dipped galvanised wire with aperture size 76,2mm x 12.7mm, panels to be reinforced with 4 x 50mm \"V\" recessed bands including 2 x 75mm 70 degree flanges along sides, posts cast into 600mm deep x 400mm wide 15Mpa concrete base (including under digging on sloping areas) on one side, posts 85 x 45mm tapered, hot dipped galvanised the polymetic 6000 coated, including all single and double bolt comb clamps galvanised then polymetic 6000 coated and antivandal galvanised bolts, the fence to fitted with anti-climb comprising of 100mm high galvanised \"shark tooth\" type spike rails, bolted to 50mm wide ClearVu mesh flange bent along fence on top, fitted with anti-burrow comprising of 500mm ripper flatwrap at the bottom, all installed according to manufacturer's instructions and specifications, suitable for non-coastal areas","m",{"v":100,"d":"100.00"},null,0]
[{"$nulls":10},0]
[null,null,3,1,121,2,"Single gate size 1000 x 2400mm high overall in two equal leaves, each leaf fitted with similar and equal to the fence ant-climb on top structures and ant-burrow at the bottom structures, including all accessories and installed in accordance with manufacturer's instructions","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,1,121,3,"Single gate size 1000 x 2000mm high overall in two equal leaves, each leaf fitted with similar and equal to the fence ant-climb on top structures and ant-burrow at the bottom structures, including all accessories and installed in accordance with manufacturer's instructions","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,1,121,4,"Double gate size 3000 x 2400mm high overall in two equal leaves, each leaf fitted with similar and equal to the fence ant-climb on top structures and ant-burrow at the bottom structures, including all accessories and installed in accordance with manufacturer's instructions","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C2390","v":3},{"$f":"D2390","v":1},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2378:K2391)","v":0}]
[{"$nulls":10},0]
[null,null,3,2,122,null,"BILL 2 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"STORMWATER DRAINAGE, SEWER DRAINAGE AND WATER SUPPLY","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,122,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,123,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal density tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Damage to persons or property","H3",0,null,{"$f":"J2444*I2444","v":0}]
[{"$nulls":10},0]
[null,null,3,2,124,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,124,null,"STORMWATER DRAINAGE","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"Mass concrete with a coarse aggregate of 19mm and a minimum compressive strength of 15MPa at 28 days","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,1,"V-shaped channel 1000mm wide x 75mm thick with rounded salient edges and finished on exposed surfaces with (2:1) cement mortar, laid to falls in panels not exceeding 1800mm long with 12mm bitumen impregnated softboard movement joints with exposed edges raked out for a depth of 10mm and filled with bituminous compound including all necessary excavation, compaction, formwork, etc.","m",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"EXCAVATION FOR PIPES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"Excavation in earth not exceeding 2m deep ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,2,"Trench excavation for pipes exceeding 1m wide and not  exceeding 2m wide (Pipes measured elsewhere)","m3",{"v":150,"d":"150.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"Extra over bulk excavation in earth for excavation in","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,3,"Hard rock","m3",{"v":8,"d":"8.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"Risk of collapse of excavations.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,4,"Sides of trench and hole excavations exceeding 1,5m deep.","m2",{"v":200,"d":"200.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"Keeping excavations free of water","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,5,"Keeping excavations free of water","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"STORMWATER DRAINAGE ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"HDPE pipes, including all butt welded joints on Class B bedding, to manufacturers specification ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,125,6,"450mm Diameter pipes laid to falls in earth or earth filling not exceeding 2m deep.","m",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,125,null,"FILLING, ETC. ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,126,null,"Earth filling imported by the contractor, compacted in layers not exceeding 150mm thick to 93% Mod AASHTO density ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,126,7,"Imported class B bedding of continuous mould of selected  granular material for bedding pipe barrel","m3",{"v":23,"d":"23.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,126,null,"Earth filling obtained from the excavations and/or prescribed stock piles on site, including haulage exceeding 100m and not exceeding 200m from perimeter of excavations or stock piles, compacted in layers not exceeding 150mm thick to 93% Mod AASHTO density ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,126,8,"Selected fill blanket compacted uniformly with light  compaction directly over the pipe","m3",{"v":45,"d":"45.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,126,9,"Main fill compacted uniformly with light compaction directly over the pipe","m3",{"v":83,"d":"83.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,126,null,"Compaction of surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,126,10,"Compaction of ground surfaces under trenches and holes.","m2",{"v":75,"d":"75.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,126,null,"STORMWATER CATCHPITS, MANHOLES, ETC ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,126,null,"Excavate for and build stormwater field inlet with one brick sides in extra hard burnt stock bricks, finished smooth pointed internally and with 100mm thick reinforced concrete 15 Mpa (19mm stone) bottom and fitted with a manhole cover and frame (Measured elsewhere) placed in minimum 2 & maximum 475mm thick reinforced concrete spacers set in 1:6 cement: sand mix and with a 100mm 20 MPa (19mm stone) precast concrete cover slab, wood float smooth on all exposed surfaces and the bottom benched up in concrete 20 MPa (8mm stone) with steel trowel finish around channels ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,126,11,"Stormwater junction box, approximately size 1 540 x 1 040mm internally and not exceeding 1m deep to invert.","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,127,null,"GRATINGS, FRAMES, ETC ","H2",0,null,{"$f":"J2508*I2508","v":0}]
[{"$nulls":10},0]
[null,null,3,2,127,12,"Approved staggered BS 1247 at 300 c/c cast iron step irons.","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,127,13,"450 x 600mm heavy duty Type C stormwater grid and frame complete \"Besaans-du Plessis\" product No. 2898 or similar approved","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,127,14,"Manhole cover and frame to SANS 558-1973 (Type 2A) set in class 20/19mm concrete","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,127,null,"TESTING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,127,15,"Provide all necessary apparatus, water, etc. for and test the whole of the \"NEW\" Stormwater Drainage to the satisfaction of the Representative/Agent and the Local Authority, rectify all defective work free of charge and leave in perfect order","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,2,127,null,"BUDGETORY ALLOWANCE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,2,127,16,"Allow the sum of R50,000.00 for dealing with existing stormwater services","Item",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
[{"$nulls":10},0]
[null,null,{"$f":"C2522","v":3},{"$f":"D2522","v":2},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2455:K2523)","v":{"v":50000,"d":"50,000.00"}}]
[{"$nulls":10},0]
[null,null,3,3,128,null,"BILL 3 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"SEWER RETICULATION","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,128,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,129,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal density tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Water, etc.","H3",0,null,{"$f":"J2572*I2572","v":0}]
[{"$nulls":10},0]
[null,null,3,3,130,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,130,null,"EXCAVATION FOR PIPES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"Excavation in earth not exceeding 2m deep","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,1,"Trench excavation for pipes not exceeding 1m wide (Pipes measured elsewhere)","m3",{"v":58,"d":"58.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"Extra over bulk excavation in earth for excavation in","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,2,"Hard rock","m3",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"Risk of collapse of excavations.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,3,"Sides of trench and hole excavations exceeding 1,5m deep.","m2",{"v":120,"d":"120.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"Keeping excavations free of water","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,4,"Keeping excavations free of water","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"Extra over all excavations for carting away.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,5,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor.","m3",{"v":6,"d":"6.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"FILLING, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"Earth filling imported by the contractor, compacted in layers not exceeding 150mm thick to 93% Mod AASHTO density","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,6,"Imported class B bedding of continuous mould of selected granular material for bedding pipe barrel","m3",{"v":12,"d":"12.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,131,null,"Earth filling obtained from the excavations and/or prescribed stock piles on site, including haulage exceeding 100m and not exceeding 200m from perimeter of excavations or stock piles, compacted in layers not exceeding 150mm thick to 93% Mod AASHTO density","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,131,7,"Selected fill blanket compacted uniformely with light compaction directly over the pipe","m3",{"v":46,"d":"46.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,null,"Compaction of surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,132,8,"Compaction of ground surfaces under trenches and holes.","m2",{"v":38,"d":"38.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,null,"SOIL DRAINAGE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,132,null,"HDPE PE 100 (Class PN 10) pipes including couplings in the running lengths laid within or inside HDPE sleeve pipe (Sleeve pipe, excavation & backfill measured elsewhere)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,132,9,"160mm Diameter pipes laid to falls inside HDPE sleeve pipe","m",{"v":40,"d":"40.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,null,"Class PN 10 Sleeve pipes laid in earth or earth filling, including couplings, sealants, site weld, HDPE butt weld to plastic federation of SA certification, stubs, etc. (refer to drawing No. 2106-WW0403 Rev B)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,132,10,"225mm diameter HDPE sleeve pipes laid to falls in earth or earth filling","m",{"v":40,"d":"40.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,null,"Extra over HDPE pipes for fittings","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,132,11,"160mm to 110mm reducer","No",{"v":11,"d":"11.00"},null,{"$f":"J2636*I2636","v":0}]
[{"$nulls":10},0]
[null,null,3,3,132,12,"160mm Bend 45 degrees","No",{"v":20,"d":"20.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,13,"160mm Bend 90 degrees","No",{"v":25,"d":"25.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,14,"160mm Channel junction\t","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,15,"160mm Rodding eye junction","No",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,16,"160mm End cap","No",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,null,"Extra over HDPE sleeve pipes for fittings (welded)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,132,17,"225mm Bend 45 degrees","No",{"v":20,"d":"20.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,18,"225mm Bend 90 degrees","No",{"v":25,"d":"25.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,132,19,"225mm Channel junction\t","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,133,20,"225mm Rodding eye junction","No",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,133,21,"225mm End cap","No",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,133,null,"MANHOLES, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,133,null,"Excavate (including working space), stockpile & maintain for and build precast sewer manhole with factory made concrete sections and reducer slabs joined with a Bitumen sealing strip or similar approved material and all joints between concrete sections shall be sealed with an approved sticking tape (smith & nephew or similar) on the outside. The factory manufactured sections shall comply with SABS 1294-1981. Excessive excavations shall be filled only after the engineers approval, with class 15/19 concrete or suitable material as directed by the engineer. Concrete pipe bedding shall be laid continuously around all manholes. Manholes to be fitted with heavy duty Type 2A manhole cover and frame (elsewhere) cast into and including 150mm reinforced concrete spacers bedded in 1:6 cement mortar cover slab, steps, steel trowelled smooth on all exposed surfaces and dished down to grating with clean sharp arrises and angles, the bottom benched up in fine concrete 20 MPa (19mm stone) finished smooth in 1:1 cement plaster around channels","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,133,22,"Manholes not exceeding 2m deep to invert","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,133,null,"Manhole covers and frames, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,133,23,"560mm Diameter Type 2A manhole cover and frame, having a mass of 176 kg bedded in 1:6 cement mortar.","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,133,null,"TESTING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,133,24,"Provide all necessary apparatus, water, etc. for and test the whole of the \"NEW\" Soil Drainage to the satisfaction of the Representative/Agent and the Local Authority, rectify all defective work free of charge and leave in perfect order","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,3,134,null,"BUDGETORY ALLOWANCE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,3,134,25,"Allow the sum of R50,000.00 for dealing with existing soil drainage services","Item",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
[{"$nulls":10},0]
[null,null,3,3,134,26,"Allow the sum of R15,000.00 for testing of all existing sewer pipelines, etc.","Item",{"v":1,"d":"1.00"},{"v":15000,"d":"15,000.00"},{"v":15000,"d":"15,000.00"}]
[{"$nulls":10},0]
[null,null,{"$f":"C2678","v":3},{"$f":"D2678","v":3},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2584:K2679)","v":{"v":65000,"d":"65,000.00"}}]
[{"$nulls":10},0]
[null,null,3,4,135,null,"BILL 4 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"SEPTIC TANK ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles. ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,135,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Blasting","H3",0,null,{"$f":"J2700*I2700","v":0}]
[{"$nulls":10},0]
[null,null,3,4,136,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,136,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal density tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,137,null,"SITE CLEARANCE ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"Site clearance","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,1,"Digging up and removing rubbish, debris, vegetation, hedges, shrubs and trees not exceeding 200mm girth, bush, etc","m2",{"v":17,"d":"17.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,138,2,"Stripping average 150mm thick layer of top soil and spoil to a dumping site to be located by the contractor. ","m3",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"BULK EXCAVATIONS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"Bulk excavation in earth exceeding 2m and not exceeding 4m deep","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,3,"Cut to spoil (Septic Tank excavation material to be spoiled and priced for only on this item specifically). ","m3",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"Extra over bulk excavation in earth for excavation in","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,4,"Hard rock","m3",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"Extra over all excavations for carting away.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,5,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor. ","m3",{"v":30,"d":"30.00"},null,{"$f":"J2764*I2764","v":0}]
[{"$nulls":10},0]
[null,null,3,4,138,null,"Keeping excavations free of water","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,6,"Keeping excavations free of water.","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"FILLING ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,null,"Imported G5 fill layer material in 150mm thick layers compacted to 95% modified AASHTO density.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,138,7,"To form platforms, etc.","m3",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"Compaction of surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,8,"Rip up and scarify ground surfaces under floors for a depth of 150mm, breaking down oversize material, including taking up a maximum tolerance of 50mm and adding suitable material where necessary and carting away where necessary and compacting to 93% Mod AASHTO density.","m2",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"20MPa/19mm concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,9,"Bases ","m3",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,139,10,"70 x 70mm Coved concrete triangular fillet cast on top of pit base slab, etc. wood floated","m",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"REINFORCED CONCRETE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"20MPa/19mm concrete","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,11,"Built up slabs, on top of Bond-dek slabs, etc.","m3",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"CONCRETE SUNDRIES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"Finishing top surfaces of concrete smooth with a wood float/steel trowel","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,12,"Concrete Surfaces, etc","m2",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"Steel float","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,139,13,"Finish to top surface of concrete ablution base with a steel trowel.","m2",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,139,null,"PERMANENT FORMWORK (DEGREE OF ACCURACY II)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"Permanent formwork not exceeding 3.5m high above bearing level, to:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,14,"1mm Thick Bond-dek pans 75mm deep valleys with 900mm wide cover, etc. fixed with and including shear connectors 19mm in diameter at 450mm centres as well as any necessary supports to keep the structure sound","m2",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"SUNDRY FORMWORK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"Smooth formwork to form:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,15,"Opening circular on plan not exceeding 1m girth through concrete slabs not exceeding 170mm thick","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"REINFORCEMENT (PROVISIONAL)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"Fabric reinforcement","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,16,"Type 311 fabric reinforcement (Measured in 2 layers) in Ablution hole concrete surface beds, etc.","m2",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"SUPERSTRUCTURE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"Brickwork of NFX bricks (14 MPa nominal compressive strength) perforated plaster brick size 222x73x106mm in class II mortar manufactured in accordance with SANS 227:2007","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,17,"NFX Class II mortar: One brick walls","m2",{"v":38,"d":"38.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"BRICKWORK SUNDRIES ","H2",0,null,{"$f":"J2828*I2828","v":0}]
[{"$nulls":10},0]
[null,null,3,4,140,null,"Brickwork reinforcement","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,18,"150mm Wide reinforcement built in horizontally","m",{"v":294,"d":"294.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"WATERPROOFING TO PIT TOILET WALLS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,null,"Design, supply and install \"ABE Cementitious flexible waterproofing slurry\" lanko Hydroflex embedded or equally approved, in a polyester cloth where necessary ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,140,19,"Against foundation pit walls","m2",{"v":32,"d":"32.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,141,null,"EXCAVATION FOR PIPES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,141,null,"Excavation in earth not exceeding 2m deep","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,141,20,"Trench excavation for pipes not exceeding 1m wide (Pipes measured elsewhere)","m3",{"v":150,"d":"150.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,141,null,"Earth filling imported by the contractor, compacted in layers not exceeding 150mm thick to 93% Mod AASHTO density","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,141,21,"Imported class B bedding of continuous mould of selected granular material for bedding pipe barrel","m3",{"v":23,"d":"23.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,141,null,"Earth filling obtained from the excavations and/or prescribed stock piles on site, including haulage exceeding 100m and not exceeding 200m from perimeter of excavations or stock piles, compacted in layers not exceeding 150mm thick to 93% Mod AASHTO density","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,141,22,"Selected fill blanket compacted uniformely with light compaction directly over the pipe","m3",{"v":128,"d":"128.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,141,null,"SOIL DRAINAGE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,141,null,"HDPE PE 100 (Class PN 10) pipes including couplings in the running lengths laid within or inside HDPE sleeve pipe (Sleeve pipe, excavation & backfill measured elsewhere)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,141,23,"160mm Diameter pipes laid to falls inside HDPE sleeve pipe","m",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,4,141,null,"Manhole covers and frames, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,4,141,24,"860mm Diameter Precast manhole cover and frame ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C2862","v":3},{"$f":"D2862","v":4},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2743:K2863)","v":0}]
[{"$nulls":10},0]
[null,null,3,5,142,null,"BILL 5 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"WATER RETICULATION ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,142,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Carting away of excavated material","H3",0,null,{"$f":"J2892*I2892","v":0}]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,143,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal density tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,144,null,"EXCAVATION FOR PIPES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"Excavation in earth not exceeding 2m deep","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,1,"Trench excavation by hand for pipes not exceeding 1m wide (Pipes measured elsewhere)","m3",{"v":56,"d":"56.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"Extra over bulk excavation in earth for excavation in","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,2,"Hard rock","m3",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"Risk of collapse of excavations.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,3,"Sides of trench and hole excavations exceeding 1,5m deep.","m2",{"v":120,"d":"120.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"Keeping excavations free of water","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,4,"Keeping excavations free of water","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"FILLING, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"Earth filling imported by the contractor, compacted in layers not exceeding 150mm thick to 93% Mod AASHTO density","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,5,"Imported class B bedding of continuous mould of selected granular material for bedding pipe barrel","m3",{"v":11,"d":"11.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,145,6,"Imported selected granular material placed and compacted in uniform layers on both sides of the pipe for bedding cradle","m3",{"v":45,"d":"45.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,145,null,"Compaction of surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,145,7,"Compaction of ground surfaces under trenches and holes.","m2",{"v":37,"d":"37.00"},null,{"$f":"J2956*I2956","v":0}]
[{"$nulls":10},0]
[null,null,3,5,145,null,"MEDIUM-PRESSURE PIPELINES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,146,null,"Supply Class PN 16 HDPE PE100 pipes and lay or place within HDPE sleeve pipes, complete with couplings all in accordance to SABS 966:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,146,8,"90mm Diameter","m",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,9,"75mm Diameter","m",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,10,"63mm Diameter","m",{"v":7,"d":"7.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,null,"Class PN 10 PE100 Sleeve pipes laid in earth or earth filling, including couplings, sealants, site weld, HDPE butt weld to plastic federation of SA certification, stubs, etc. (refer to drawing No. 2106-WW0403 Rev B)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,146,11,"160mm diameter HDPE sleeve pipes laid to falls in earth or earth filling","m",{"v":40,"d":"40.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,null,"Extra over items above for:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,146,12,"75mm to 63mm reducer","No",{"v":13,"d":"13.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,13,"90mm to 75mm reducer","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,14,"90mm equal T","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,15,"75mm equal T","No",{"v":20,"d":"20.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,16,"90mm bend (90°)","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,17,"75mm bend (90°)","No",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,18,"63mm bend (90°)","No",{"v":43,"d":"43.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,19,"75mm end caps","No",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,null,"Extra over HDPE sleeve pipes for fittings (welded)","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,146,20,"160mm Bend 45 degrees","No",{"v":15,"d":"15.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,21,"160mm Bend 90 degrees","No",{"v":52,"d":"52.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,146,22,"160mm Channel junction\t","No",{"v":24,"d":"24.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,147,23,"160mm End cap","No",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,147,null,"VALVES, VALVE CHAMBERS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,147,null,"Excavate for and build valve chamber with one-brick sides in extra hard burnt stock bricks in 1:3 cement mortar finished fair face internally on well compacted earth filling and with 150mm thick reinforced concrete 25 Mpa (19mm stone) bottom and with a 150mm thick reinforced concrete 25 Mpa (19mm stone) cover slab on and including Y12 high tensile bars @ 150mm c/c both ways, with and including heavy duty 450 x 600mm cast iron manhole cover and frame according to SABS 558 \"Besaans du Plessis Product No. 2170 or similar approved\"","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,147,24,"Valve chamber size internally 900 x 900 x 1200mm deep","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,147,null,"Excavate (including working space), stockpile & maintain for and build precast water inspection manholes with factory made concrete sections and reducer slabs joined with a Bitumen sealing strip or similar approved material and all joints between concrete sections shall be sealed with an approved sticking tape (smith & nephew or similar) on the outside. The factory manufactured sections shall comply with SABS 1294-1981. Excessive excavations shall be filled only after the engineers approval, with class 15/19 concrete or suitable material as directed by the engineer. Concrete pipe bedding shall be laid continuously around all manholes. Manholes to be fitted with heavy duty Type 2A manhole cover and frame (elsewhere) cast into and including 150mm reinforced concrete spacers bedded in 1:6 cement mortar cover slab, step, steel trowelled smooth on all exposed surfaces and dished down to grating with clean sharp arrises and angles, the bottom benched up in fine concrete 20 MPa (19mm stone) finished smooth in 1:1 cement plaster around channels ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,147,25,"Water Inspection Manholes not exceeding 2m deep to invert ","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,null,"Manhole covers and frames, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,148,26,"Type 3A Besaans-du Plessis valve box 450 x 450 x 300mm thick class 20/19 concrete with and including a 50mm diameter 'RSV' gate valve class 16","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,27,"560mm Diameter Type 2A manhole cover and frame, having a mass of 176 kg bedded in 1:6 cement mortar.","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,null,"BULK WATER METER ASSEMBLY (ABOVE GROUND)","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,148,28,"80mm diameter Steel pipe - Flanged","m",{"v":12,"d":"12.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,29,"80mm bend (90°)","No",{"v":4,"d":"4.00"},null,{"$f":"J3020*I3020","v":0}]
[{"$nulls":10},0]
[null,null,3,5,148,30,"90DN SG Iron gate valve flanged to SANS 664-1:2009","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,31,"Elster Kent Helix H4000 Bulk water meter 80mm in diameter or similar approved flanged","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,32,"Elster Kent Helix H4010 in-line strainer 80mm in diameter or similar approved flanged","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,null,"THRUST BLOCKS, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,148,null,"Mass concrete class 20 Mpa (19mm stone) in thrust blocks, including any necessary excavations and formwork, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,148,33,"Bend","No",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,34,"End caps","No",{"v":30,"d":"30.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,35,"Tee or reducing Tee","No",{"v":25,"d":"25.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,36,"Gate valve","No",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,148,null,"MARKER BLOCK","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,148,null,"Marker block","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,148,37,"150 x 150mm Aluminium plate (2mm thick) with marking on the plate. The plate is to be fixed on class 25/19 concrete","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,149,null,"TESTING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,149,38,"Provide all necessary water, etc., for and test this section of the plumbing services, sanitary fittings, pumps, etc., and in stages as deemed necessary, including chlorination, complete to the satisfaction of the architect and the local authority, replace any defective work free of charge, including any necessary re-testing and leave perfect on completion ","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,149,39,"Allow for testing and commissioning this section of the plumbing services, sanitary fittings, pumps, etc., including any necessary re-setting, etc., for optimal performance of the entire system to the satisfaction of the architect for the duration of the contract, maintenance and guarantee period ","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,149,null,"BUDGETORY ALLOWANCE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,149,40,"Allow the sum of R50,000.00 for dealing with existing water services","Item",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
[{"$nulls":10},0]
[null,null,3,5,149,41,"Allow the sum of R15,000.00 for testing of all existing water pipelines, etc.","Item",{"v":1,"d":"1.00"},{"v":15000,"d":"15,000.00"},{"v":15000,"d":"15,000.00"}]
[{"$nulls":10},0]
[null,null,3,5,149,null,"FIRE WATER RETICULATION","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,149,null,"MAIN CONNECTION ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,149,null,"Installation of main supply carbon steel piping in the running lengths laid on and including excavations and class B bedding.  ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,149,42,"Supply & install 100Ø mm black steel connecting main","m",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,149,43,"Denso wrapping of 100Ø mm connecting main","m",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,5,149,null,"Testing ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,5,149,44,"Testing fire water supply and reticulation system ","Item",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C3070","v":3},{"$f":"D3070","v":5},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K2922:K3071)","v":{"v":65000,"d":"65,000.00"}}]
[{"$nulls":10},0]
[null,null,3,6,150,null,"BILL 6 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,150,null,"WATER HARVESTING ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,150,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,150,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,150,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,150,null,"This document must be read and familiarised with in conjunction with the Architects' drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,{"$f":"J3084*I3084","v":0}]
[{"$nulls":10},0]
[null,null,3,6,150,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,150,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,150,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the principal agent and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,151,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,152,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,152,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,152,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,152,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,6,152,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"TANKS AND STANDS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"Ground preparation and compaction :","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,1,"Rip, scarify, mix and consolidate top 150mm of sub grade to 95% mod AASHTO density. ","m2",{"v":31,"d":"31.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"CONCRETE, FORMWORK & REINFORCEMENT","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"20MPa/20mm concrete:","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,2,"Surface beds, etc.","m3",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,3,"Mass concrete infill","m3",{"v":9,"d":"9.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"Finishing top surfaces of concrete to an evenly ribbed non-slip surface (broom finish):","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,4,"Surface beds to falls.","m2",{"v":31,"d":"31.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"Smooth formwork to edges","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,5,"Formwork to edge of slab not exceeding 300 mm high ","m",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"Fabric reinforcement:","H4",0,null,{"$f":"J3148*I3148","v":0}]
[{"$nulls":10},0]
[null,null,3,6,153,6,"REF. 245 fabric reinforcement in concrete surface beds, slabs, etc.","m2",{"v":31,"d":"31.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"Masonry","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,7,"One brick walls","m2",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"Facebricks prime cost of R 7000,00 per thousand excluding VAT delivered to site, with nominal strength of 20-30MPa  manufactured in accordance with SANS 227, bedded and jointed in Class II mortar and pointed with square recessed horizontal and vertical joints. ","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,153,8,"Extra over brickwork for face brickwork","m2",{"v":50,"d":"50.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,153,null,"IRONMONGERY","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,154,null,"Locks, etc.","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,154,9,"30mm Approved brass padlock.","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,154,null,"PLUMBING","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,154,null,"Tanks, etc.","H4",0,null,0]
[{"$nulls":10},0]
[null,null,3,6,154,10,"1400 Litre plastic seamless water storage tank complete with fixing lugs and lid, fitted with and including 15mm brass bibtap with handle suitable for padlocking and setting in position on concrete tankstand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secured to each corner of tank stand with a double strand of 4mm diameter galvanised wire and embedded into concrete including linking the tank to the gutters","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,6,154,11,"Hole through top of tank lid for 100mm diameter pipe.","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C3172","v":3},{"$f":"D3172","v":6},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K3127:K3173)","v":0}]
[{"$nulls":10},0]
[null,null,3,7,155,null,"BILL 7 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"PARKING AND WALKWAYS","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,155,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the Project Manager and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Dump site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,156,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,{"$f":"J3212*I3212","v":0}]
[{"$nulls":10},0]
[null,null,3,7,157,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal dencity tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,157,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,158,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,158,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,7,158,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,159,null,"EARTHWORKS","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,159,null,"Excavations","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,159,1,"Open face excavation in earth to reduce levels","m3",{"v":75,"d":"75.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,159,2,"Extra over all excavations for carting away surplus material from excavations and/or from stockpiles on site to a dumping site to be located by the Contractor","m3",{"v":75,"d":"75.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,159,null,"Flling, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,159,3,"Earth filling from the excavations to make up levels around buildings compacted to 90% modified AASHTO density","m2",{"v":38,"d":"38.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,159,4,"Imported natural gravel material (minimum G5 material to TRH14) supplied by the Contractor and brought onto site from commercial sources in filling under paving, etc compacted in layers not exceeding 150mm thick to 90% modified AASHTO density","m3",{"v":90,"d":"90.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,159,5,"Compaction of ground surface under pavings, etc. including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compact to 93% modified AASHTO density","m2",{"v":600,"d":"600.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,159,null,"PAVING, ETC.","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,159,null,"80mm \"Interlock paving block\" in herringbone pattern class 2 (2.8MPa tensile splitting strength according to SANS 1058:2010) on and including 25mm bedding sand according to SABS 1200 MJ with dry filler sand swept and vibrated into joints, all sand laid into subgrade (elsewhere measured) conforming to SABS 1200D degree of accuracy I","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,159,6,"Paving laid to falls in parking (trafficable including cutting of pavers where necessary)","m2",{"v":500,"d":"500.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,160,null,"60mm Beige clay paving brick, colour: nougat, laid in interlocking bond on and including 20mm thick river sand bed, with (1:4) sand and cement slurry mix worked into joints and lightly compacted, with excess cement removed on completion with a minimum longitudinal fall of 1% on a transverse fall of at least 2% and concrete edge restraints and kerb cuts as per engineer’s details. ","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,160,7,"Paving to walkway areas laid to falls (non-trafficable including cutting of pavers where necessary)","m2",{"v":100,"d":"100.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,160,null,"PRECAST CONCRETE KERBS, ETC","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,160,null,"Precast concrete kerbing (complying with SABS 927) in 1m lengths, wet presses, placed in position on top of 50mm thick bedding 1:3 cement sand mix, bedded and jointed in 10mm thick 1:3 cement sand mix mortar and flush pointed on exposed faces, including 15MPa/19mm unreinforced concrete haunching at back of each joint, excavation, backfillinq, ramming, etc.:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,160,8,"Mountable figure 7 kerb 180 x 280m high","m",{"v":200,"d":"200.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,160,9,"25Mpa/19mm to 150 x 150mm cast insitu channel to figure 7 mountable kerb","m3",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,160,10,"Figure 10 edge kerb with 200 x 150 x 150mm unreinforced concrete 25MPa/19mm haunching at back of each joint including excavation, backfilling, etc.","m",{"v":100,"d":"100.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,160,11,"Wheelchair insitu ramp, including excavation, filling, cartaway, etc.","No",{"v":3,"d":"3.00"},null,{"$f":"J3276*I3276","v":0}]
[{"$nulls":10},0]
[null,null,3,7,160,null,"SUNDRIES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,160,null,"Sleeve pipes including excavation, backfilling and compacting.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,160,12,"Group of three 150mm diameter uPVC sleeve pipes laid in earth or earth filling, including all excavations not exceeding 1m deep, backfill and compact to 95%modified AASHTO density.","m",{"v":18,"d":"18.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,161,null,"Class 1 retro-reflective road sign complying with the requirements of \"The Southern African Development Community - Road Traffic Signs Manual (SARTSM), June 1999 Edition, Volumes 1 to 4\" all in accordance with SABS 1519, including galvanised steel support post 76mm diameter x 3mm thick x 2500mm long above finished ground level and minimum 600mm from road edge (to edge of sign) including all necessary excavation, backfilling, etc. including setting post in 25Mpa concrete base size 600mm diameter x 900mm minimum thickness","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,161,13,"600mm Diameter hexagon \"Type R1\" stop sign, complete with 2.5m galvanised steel post.","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,161,14,"900mm Triangular \"Type R2\" yield stop sign, complete with 2.5m galvanised steel post.","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,161,15,"900mm \"NO PARKING\" sign","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,161,16,"1125 x 675mm \"DISABLED PARKING\" sign","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,162,null,"ROAD MARKING","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,162,null,"Approved reflectorised road marking paint, applied at the manufacturer's recommended covering rate, including proper preparation of surfaces.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,7,162,17,"White dashed line 100mm wide.","m",{"v":45,"d":"45.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,162,18,"Yellow continuous line 100mm wide.","m",{"v":150,"d":"150.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,162,19,"White arrow 4000mm x 500mm overall.","No",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,162,20,"White turn arrow 4000mm x 1000mm overall.","No",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,162,21,"White pedestrian blocks 600mm wide","m2",{"v":5,"d":"5.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,162,22,"White \"STOP\" sign","m2",{"v":2,"d":"2.00"},null,0]
[{"$nulls":10},0]
[null,null,3,7,162,23,"White \"YIELD\" sign","No",{"v":3,"d":"3.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C3310","v":3},{"$f":"D3310","v":7},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K3240:K3311)","v":0}]
[{"$nulls":10},0]
[null,null,3,8,163,null,"BILL 8 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"RETAINING WALLS","H1",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"The Model Preambles for Trades (2017 Edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained.  Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the Model Preambles.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"NOTE:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"This document must be read and familiarised with in conjunction with the Architects drawings as annexed to this document and tenderers must make allowance in their rates for these specifications. No claims arising out of failure to do so will be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"SUPPLEMENTARY PREAMBLES ","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"Protection of works","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,163,null,"Please note that all existing works, finishes, etc. are to be protected to the satisfaction of the principal agent and that tenderers should allow in their rates for such protection.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Definitions","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"The descriptions and units of quantities below are measured generally in terms to suit this project. Where these descriptions and units are in conflict with the payment provisions of SABS 1200, the descriptions and units as measured below shall apply and no claims in this regard shall be entertained. Should the tenderer have any queries, he should clarify same with either the engineer or quantity surveyor prior to submission of tender. Silence on any issue will be deemed to be acceptance thereof.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Blasting","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"No Guarantee is given or implied that blasting will be allowed, but should this method of removal be necessary and permissible, the contractor shall assume all responsibility and comply with all the conditions laid down in the Government and Local Government regulation and it should allow for current construction work on the neighbouring property.  ",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Dump site","H3",0,null,{"$f":"J3340*I3340","v":0}]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Where \"remove from\" or \"spoil\" occurs in items it shall include for all loading, offloading and carting away from the site to a suitable dumping site to be found by the contractor and the contractor shall pay all fees, etc in this regard.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Carting away of excavated material","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Imported filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,164,null,"Descriptions of imported filling material shall be deemed to include loading material onto trucks from borrow pits or suppliers and hauled and deposited onto the site.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"Bulking","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"No allowance has been made in the measurements for bulking and no claims in this regard shall be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"Classes of excavation","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"Classes 3.1.2(b), (d) and (e) will be deemed not to apply to this contract. All excavations will be classified by the Engineer as:  Soft and intermediate excavation as soft excavation  Hard rock excavations, which will include unweathered boulders exceeding 20m³, and will also include reinforced concrete footing which, in the Engineer's opinion, cannot be removed as part of normal excavations.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"Prescribed density tests on filling","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"Prescribed density testing is only to be done on written request from Engineer. Provision for normal dencity tests must be included in the filling or compaction items.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"Water, etc.","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"The Contractor shall allow in his rates for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"Damage to persons or property","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,165,null,"The Contractor will be held responsible for any damage to persons or property by virtue of his operations and is responsible for providing all necessary barriers, signs, etc.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,166,null,"Visit the site","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,166,null,"Tenderers are advised to visit the site before submitting this tender and to acquaint themselves with the nature and extent of the work to be done and value of recoverable materials which are not to be re-used or handed over to the client. Claims due to the fact that the Tenderers have not visited the site shall not be entertained.",null,0,null,0]
[{"$nulls":10},0]
[null,null,3,8,166,null,null,"UL",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,null,"RETAINING WALLS","H2",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,null,"Excavation in earth not exceeding 2m deep","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,1,"Trenches","m3",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,167,null,"Extra over all excavations for carting away","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,2,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the Contractor","m3",{"v":10,"d":"10.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,167,null,"Risk of collapse of excavations","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,3,"Sides of trench and hole excavations not exceeding 1,5m deep","m2",{"v":16,"d":"16.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,167,null,"G7 Quality earth filling material supplied by the contractor compacted to 95% Mod AASHTO density","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,4,"Backfilling to trenches, holes, etc","m3",{"v":1,"d":"1.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,167,5,"Behind retaining walls","m3",{"v":36,"d":"36.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,167,null,"Coarse river sand filling supplied by the contractor:","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,6,"Behind retaining walls","m3",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,167,null,"30MPa/19mm reinforced concrete cast against excavated surfaces","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,7,"Strip footings","m3",{"v":10,"d":"10.00"},null,{"$f":"J3404*I3404","v":0}]
[{"$nulls":10},0]
[null,null,3,8,167,null,"\"Loffelstein\" or equal approved precast concrete interlocking planter blocks finished smooth on exposed surfaces","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,167,8,"Retaining structure with stepped face and curves as required to suit slopes, type L500 interlocking planter blocks laid with horizontal bed joints and filling the blocks with garden soil lightly tamped as the work proceeds","m2",{"v":24,"d":"24.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,168,null,"Agricultural Drains","H3",0,null,0]
[{"$nulls":10},0]
[null,null,3,8,168,9,"Bidim U14 or other approved geofabric sheeting wrapped around stone filling of agricultural / subsoil drain.","m2",{"v":38,"d":"38.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,168,10,"19mm stone around agricultural drain pipe (pipe elsewhere measured)","m3",{"v":4,"d":"4.00"},null,0]
[{"$nulls":10},0]
[null,null,3,8,168,11,"100mm Diameter agricultural drainpipe laid to falls","m",{"v":20,"d":"20.00"},null,0]
[{"$nulls":10},0]
[null,null,{"$f":"C3416","v":3},{"$f":"D3416","v":8},null,null,"TOTAL CARRIED TO SECTIONAL SUMMARY",null,0,null,{"$f":"SUM(K3376:K3417)","v":0}]
[]
[null,null,3,9,169,1,"Fencing","Page",{"v":121,"d":"121.00"},0,{"$f":"K2392","v":0}]
[]
[null,null,3,9,169,2,"Storm Water Installation","Page",{"v":127,"d":"127.00"},0,{"$f":"K2524","v":{"v":50000,"d":"50,000.00"}}]
[]
[null,null,3,9,169,3,"Sewer Installation ","Page",{"v":134,"d":"134.00"},0,{"$f":"K2680","v":{"v":65000,"d":"65,000.00"}}]
[]
[null,null,3,9,169,4,"Septic Tank","Page",{"v":141,"d":"141.00"},0,{"$f":"K2864","v":0}]
[]
[null,null,3,9,169,5,"Water Installation","Page",{"v":149,"d":"149.00"},0,{"$f":"K3072","v":{"v":65000,"d":"65,000.00"}}]
[]
[null,null,3,9,169,6,"Water Harvesting   ","Page",{"v":154,"d":"154.00"},0,{"$f":"K3174","v":0}]
[]
[null,null,3,9,169,7,"Parking and Walkways","Page",{"v":162,"d":"162.00"},0,{"$f":"K3312","v":0}]
[]
[null,null,3,9,169,8,"Retaining Walls","Page",{"v":168,"d":"168.00"},0,{"$f":"K3418","v":0}]
[]
[null,null,{"$f":"C3434","v":3},{"$f":"D3434","v":9},null,null,"TOTAL CARRIED TO FINAL SUMMARY",null,0,null,{"$f":"SUM(K3419:K3435)","v":{"v":180000,"d":"180,000.00"}}]
[]
[null,null,4,1,170,null,"BILL 1 ","H1",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"PROVISIONAL SUMS, ETC","H1",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"SUPPLEMENTARY PREAMBLES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"CASH DISCOUNT","H3",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"The following provisional amounts are NET and represent the NET COST of the work described. The contractor shall not be entitled to any discount, percentage or allowance whatsoever on the value of any provisional amount other than the priced value for profit and attendance as provided for. The provisional amounts may be deducted in whole or in part from the contract and are subject to adjustment upon completion",null,0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"PROVISIONAL SUMS AND PRIME COST AMOUNTS","H3",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"These provisional amounts contain materials to be supplied only or to be supplied and installed by specialists, or work to be executed by specialists or other persons who are selected by the contractor in consultation with the architect. Selected sub-contractors shall receive no other rights or privileges other than the rights and privileges enjoyed by any domestic sub contractor",null,0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"BUDGETARY ALLOWANCES","H3",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"This work will be priced and measured in accordance with these bills of quantities",null,0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,null,"ELECTRICAL AND MECHANICAL INSTALLATION","H2",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,170,1,"Allow the sum of R1 200 000.00 One Million Two Hundred Thousand for the Electrical, Air-conditioning and Mechanical Ventilation Installation.","Item",{"v":1,"d":"1.00"},{"v":1200000,"d":"1,200,000.00"},{"v":1200000,"d":"1,200,000.00"}]
[{"$nulls":10},0]
[null,null,4,1,170,2,"Profit and attendance on last if required","%IT",null,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,null,"LANDSCAPING INSTALLATION","H2",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,3,"Allow the sum of R400 000.00 Four Hundred Thousand for the Landscaping Installation.","Item",{"v":1,"d":"1.00"},{"v":400000,"d":"400,000.00"},{"v":400000,"d":"400,000.00"}]
[{"$nulls":10},0]
[null,null,4,1,171,4,"Profit and attendance on last if required","%IT",null,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,null,"HILABOND INSTALLATION","H2",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,5,"Allow the sum of R1 200 000.00 One Million Two Hundred Thousand for the Hulabond Installation.","Item",{"v":1,"d":"1.00"},{"v":1200000,"d":"1,200,000.00"},{"$f":"J3470*I3470","v":{"v":1200000,"d":"1,200,000.00"}}]
[{"$nulls":10},0]
[null,null,4,1,171,6,"Profit and attendance on last if required","%IT",null,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,null,"SIGNAGE","H2",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,7,"Allow the sum of R250 000.00 Two Hundred and Fifty Thousand for the Signage Installation.","Item",{"v":1,"d":"1.00"},{"v":250000,"d":"250,000.00"},{"v":250000,"d":"250,000.00"}]
[{"$nulls":10},0]
[null,null,4,1,171,8,"Profit and attendance on last if required","%IT",null,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,null,"JOINERY INSTALLATION","H2",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,9,"Allow the sum of R150 000.00 One Hundred and Fifty Thousand for the Joinery Installation.","Item",{"v":1,"d":"1.00"},{"v":150000,"d":"150,000.00"},{"v":150000,"d":"150,000.00"}]
[{"$nulls":10},0]
[null,null,4,1,171,10,"Profit and attendance on last if required","%IT",null,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,null,"BUDGETARY ALLOWANCES","H2",0,null,0]
[{"$nulls":10},0]
[null,null,4,1,171,11,"Allow the sum of R1 200 000.00 One Million Two Hundred Thousand for the Link Bridge Reconstruction and Extension.","Item",{"v":1,"d":"1.00"},{"v":1200000,"d":"1,200,000.00"},{"v":1200000,"d":"1,200,000.00"}]
[{"$nulls":10},0]
[null,null,{"$f":"C3488","v":4},{"$f":"D3488","v":1},null,null,"TOTAL CARRIED TO FINAL SUMMARY",null,0,null,{"$f":"SUM(K3446:K3489)","v":{"v":4400000,"d":"4,400,000.00"}}]
[]
[{"$nulls":6},"FINAL SUMMARY"]
[]
[null,null,5,1,172,1,"Preliminaries & General","Page",{"v":3,"d":"3.00"},0,{"$f":"K40","v":0}]
[]
[null,null,5,1,172,2,"Building Works","Page",{"v":115,"d":"115.00"},0,{"$f":"K2308","v":{"v":100000,"d":"100,000.00"}}]
[]
[null,null,5,1,172,3,"External Works","Page",{"v":169,"d":"169.00"},0,{"$f":"K3436","v":{"v":180000,"d":"180,000.00"}}]
[]
[null,null,5,1,172,4,"Provisional Sums","Page",{"v":171,"d":"171.00"},0,{"$f":"K3490","v":{"v":4400000,"d":"4,400,000.00"}}]
[]
[null,null,5,1,172,null,"Sub Total","ST",0,null,{"$f":"SUM(K3493:K3501)","v":{"v":4680000,"d":"4,680,000.00"}}]
[]
[null,null,5,1,172,null,"CONTINGENCIES",null,0]
[]
[null,null,5,1,172,null,"Tenderer to Add 5% for Contingencies (for Contingencies to be used or deducted in full at the Project Manager's discretion) ","%",{"v":0.05,"d":"5%"},{"$f":"K3502","v":{"v":4680000,"d":"4,680,000.00"}},{"v":234000,"d":"234,000.00"}]
[]
[null,null,5,1,172,null,"Sub Total","ST",0,null,{"$f":"SUM(K3502:K3507)","v":{"v":4914000,"d":"4,914,000.00"}}]
[]
[null,null,5,1,172,null,"Tax @ 15%","TAX",{"v":0.15,"d":"15%"},{"$f":"K3508","v":{"v":4914000,"d":"4,914,000.00"}},{"v":737100,"d":"737,100.00"}]
[]
[{"$nulls":6},"TOTAL CARRIED TO FORM OF TENDER",{"$nulls":3},{"$f":"SUM(K3508:K3511)","v":{"v":5651100,"d":"5,651,100.00"}}]