{"text_format":"3","workbook":"xlsx","n_sheets":6,"sheets":["Prelim","Bill No.1","Bill No.2","Bill No.3","Bill No.4","Final Summary"],"not_rendered":{"external_links":2,"defined_names":14},"read":"whole","date_system":"1900"}

{"sheet":"Prelim","index":0,"n_rows":43,"n_cols":6,"rows_kept":43}
["ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,"Preliminaries"]
[]
[null,"PRELIMINARIES"]
[]
[null,"Tenderers are advised to study the Model Preambles for Trades"]
[null,"before pricing this bill"]
[]
[null,"GENERAL REQUIREMENTS AND PROVISION",{"$nulls":3},{"$f":"IF(OR(AND(D10=\"Prov\",E10=\"Sum\"),(E10=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(D10*E10),\"\",IF(D10*E10=0,\"\",ROUND(D10*E10,2))))","v":""}]
[{"$nulls":5},{"$f":"IF(OR(AND(D11=\"Prov\",E11=\"Sum\"),(E11=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(D11*E11),\"\",IF(D11*E11=0,\"\",ROUND(D11*E11,2))))","v":""}]
[null,"Remuneration of the Project Liason Officer"]
[]
[null,"(a) Project Liason Officer","Prov. Sum",{"v":1,"d":"1.00"}]
[]
[null,"(c ) Local Project Steering Committee","Prov. Sum",{"v":4,"d":"4.00"}]
[]
[null,"(d) Contractor's handling costs in respect"]
[null,"     of sub item 12.01(a & c) above","    %",{"v":0.1,"d":"10%"}]
[]
[null,"Occupational Health and Safety"]
[null,"including COVID 19 compliance"]
[null,"(a) Preparation of Contractor's site specific","Sum",{"v":1,"d":"1.00"}]
[null,"Health and Safety Plan"]
[]
[null,"(b) Principal Contractor's initial obligations","Sum",{"v":1,"d":"1.00"}]
[null,"in respect of the OHS Act and Construction"]
[null,"Regulations and COVID 19 regulations"]
[]
[null,"(d) Health and safety compliance officer","Month",{"v":2,"d":"2.00"}]
[]
[null,"CONTRACTOR'S ESTABLISHMENT ON SITE"]
[null,"AND GENERAL OBLIGATIONS"]
[]
[null,"Fixed obligations","Lump",{"v":1,"d":"1.00"}]
[]
[null,"Value-related obligations","Lump",{"v":1,"d":"1.00"}]
[]
[null,"(i)  Contractor's Time-related obligations","Month",2]
[]
[]
[]
[null,"Carried Forward to Summary",null,null,"R"]

{"sheet":"Bill No.1","index":1,"n_rows":75,"n_cols":6,"rows_kept":75}
["ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,"BILL NO.1"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT "]
[]
[null,"Tenderers are advised to study the Model Preambles for Trades"]
[null,"before pricing this bill"]
[]
[null,"SUPPLEMENTARY PREAMBLES "]
[]
[null,"Cost of tests "]
[]
[null,"The costs of making, storing and testing of concrete test cubes as"]
[null,"required under \"clause 7\" Tests of SABS 1200 G shall include the cost of "]
[null," testing costs and providing cube moulds necessary for the purpose, for "]
[null,"for submitting reports on the tests to the architect. The testing shall be"]
[null,"undertaken by an independent firm or institution nominated by the "]
[null,"contractor to the approval of the architect.  (Test cubes are measured "]
[null,"separately) "]
[]
[null,"Formwork "]
[]
[null,"Formwork to sides of bases, ground beams, etc will only be measured"]
[null,"where it is prescribed by the Engineer for design reasons.  Formwork"]
[null,"necessitated by irregularity or collpase of excavated faces will not be"]
[null,"measured and the cost thereof shall be deemed to be included in the"]
[null,"allowance for taking the risk of collapse of the sides of the excavations, "]
[null,"provision for which is made in Earthworks."]
[]
[null,"Description of formwork shall be deemed to include use and waste"]
[null,"only (except where described as left in or permanent), for fitting "]
[null,"together in the required forms, wedging, plumbing and fixing to true "]
[null,"angles and surfaces as necessary to ensure easy release during stripping"]
[null,"and for reconditioning as necessary before re-use "]
[]
[null,"Formworks to soffits of solid etc shall be deemed to be slabs not"]
[null,"exceeding 250mm thick unless otherwise described "]
[]
[]
[null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES "]
[]
[null,"REINFORCED CONCRETE "]
[]
[null,"25MPa/19mm concrete "]
[]
[1,"V Drain","m3",4.9]
[null,"CONCRETE SUNDRIES "]
[]
[null,"Finishing top surfaces of concrete smooth with a power float"]
[]
[2,"Surface beds, slabs, etc to falls ","m2",49]
[]
[null,"FORMWORK"]
[]
[null,"Smooth formwork to sides "]
[]
[3,"Edges, risers, ends and reveals not exceeding 300mm high or wide","m2",8.44]
[]
[null,"MOVEMENT JOINTS ETC "]
[]
[null,"Expansion joints with 10mm thick jointex or similar approved "]
[null,"compressable joint filler with 10 x 10mm tear of strip between vertical "]
[null,"concrete and brick surfaces "]
[]
[4,"Not exceeding 300mm high to edges of surface beds","m2",{"v":23.8,"d":"24"}]
[]
[null,"REINFORCEMENT (PROVISIONAL) "]
[]
[null,"Fabric reinforcement "]
[]
[5,"Type 193 fabric reinforcement in concrete surface beds etc ","m2",{"v":23.8,"d":"23.80"}]
[]
[]
[null,"Carried Forward to Summary",null,null,"R"]

{"sheet":"Bill No.2","index":2,"n_rows":73,"n_cols":6,"rows_kept":73}
["ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,"BILL NO.2"]
[]
[null,"PLUMBING AND DRAINAGE (PROVISIONAL) "]
[]
[null,"Tenderers are advised to study the Model Preambles for Trades"]
[null,"before pricing this bill"]
[]
[null,"SUPPLEMENTARY PREAMBLES "]
[]
[null,"uPVC pipes and fittings: "]
[]
[null,"Fixing of pipes "]
[]
[null,"Unless specifically otherwise stated, descriptions of pipes shall be"]
[null,"deemed to include fixing to walls etc, casting in, building in or"]
[null,"suspending not exceeding 1m below suspension level"]
[]
[null,"Exposed concrete surfaces "]
[]
[null,"Exposed surfaces of concrete stormwater channels, cover slabs,"]
[null,"inspection eye marker slabs, gulley tops, cleaning eye tops, catchpits,"]
[null,"inspection chambers, etc shall be finished smooth with plaster"]
[]
[null,"Excavations "]
[]
[null,"No claim for rock excavation will be entertained unless the contractor"]
[null,"has timeously notified the quantity surveyor thereof prior to backfilling"]
[]
[null,"Soft rock and hard rock shall be as defined in Earthwork"]
[]
[null,"Laying, backfilling, bedding, etc. of pipes"]
[]
[null,"Pipes shall be laid and bedded and trenches shall be carefully"]
[null,"backfilled in accordance with manufacturers' instructions "]
[]
[null,"Where no manufacturers' instructions exist pipes shall be laid in"]
[null,"accordance with clauses 5.1 and 5.2 of each of the following:  "]
[]
[null,"SABS 1200 L : Medium-pressure pipelines  "]
[null,"LD : Sewers  "]
[null,"LE : Stormwater drainage  "]
[]
[null,"Pipe trenches etc shall be backfilled in accordance with clauses 3, 5.5, "]
[null,"5.6, 5.7 and 7 of SABS 1200 "]
[]
[null,"DB : Earthworks (Pipe trenches)  "]
[]
[null,"Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1, 5.1 to 5.3 "]
[null,"and 7 of SABS 1200  "]
[]
[null,"LB : Bedding (Pipes).  "]
[]
[null,"Unless otherwise described bedding of rigid pipes shall be class B"]
[null,"bedding "]
[]
[null,"DRAINAGE"]
[]
[1,"100mm PVC Pipe CL6","m",30]
[]
[2,"Pipe Inlets and Outlets","no",2]
{"$rows_empty":10}
[null,"Carried Forward to Summary",null,null,"R"]

{"sheet":"Bill No.3","index":3,"n_rows":85,"n_cols":6,"rows_kept":85}
["ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,"SECTION NO. 3: ROAD WORKS AND PAVING"]
[]
[null,"BILL NO.3"]
[null,"ROADWORKS AND PAVING "]
[]
[null,"PREAMBLES "]
[]
[null,"For Preambles refer to Standard Preambles as issued by ASAQS "]
[]
[null,"SUPPLEMENTARY PREAMBLES  "]
[]
[null,"Items, materials or methods to be used specified by trade names or"]
[null,"catalogue numbers are only an indication of the quality required.  "]
[null,"Items, materials or methods of similar quality may be used with prior "]
[null,"approval from the architect  "]
[]
[null,"Nature of ground  "]
[]
[null,"The nature of the ground is assumed to be loose sandy material, "]
[null,"therefore earth, but possibly interspersed with hard rock or soft rock"]
[]
[null,"Carting away of excavated material  "]
[]
[null,"Descriptions of carting away of excavated material shall be deemed to"]
[null,"include loading excavated material onto trucks directly from the"]
[null,"excavations or, alternatively, from stock piles situated on the building"]
[null,"site  "]
[]
[null,"Site clearance "]
[]
[1,"Digging up and removing rubbish, debris, vegetation, hedges, shrubs, bush, etc and trees not exceeding 200mm girth","m2",507.5]
[]
[null,"Excavation in earth not exceeding 2 m deep  "]
[]
[2,"Reducing levels under paving, etc  ","m3",118.44]
[]
[null,"Compaction of surfaces "]
[]
[3,"Compaction of ground surface under floors etc including scarifying for a","m3",75.6]
[null,"depth of 150mm, breaking down oversize material, adding suitable "]
[null,"material where necessary and compacting to 93% Mod AASHTO density "]
[]
[]
[null,"Earth filling G7 material supplied by the contractor compacted to 97% "]
[null,"Mod AASHTO density  "]
[]
[4,"Under paving to reach level","m3",10]
[]
[null,"Prescribed density tests on filling  "]
[]
[5,"\"Modified AASHTO Density\" test  ","No",1]
[]
[null,"Approved weedkiller applied according to manufacturers instructions  "]
[null,"to receive paving material  "]
[]
[6,"Under road surface, etc","m2",360]
[]
[null,"Paving, etc to be laid to patterned layout with colours as per architect "]
[]
[null,"Paving is to be laid on 25mm riversand "]
[]
[null,"Clean sand is to be screened through a 1.18mm sieve and is to be "]
[null,"swept  into joints between roadstones"]
[]
[null,"Bedding and jointing sand to be compliant with SABS 1200MJ-1984"]
[null,"(Clause 3.3)"]
[]
[null,"220 x 108 x 50mm Chamfered and nibbed Corobrik Champaigne paver, "]
[null,"average compressive strength 31MPa laid in herringbone bond"]
[null," "]
[7,"Paving ","m2",360]
[]
[null,"Precast 20MPa concrete kerbs  bedded and haunched up in 10 MPa "]
[null,"concrete, the kerb cast in convenient lengths, joined and pointed in 1:3 "]
[null,"cement mortar "]
[]
[8,"Figure 6 road kerb","m",50]
[]
[]
[]
[]
[]
[null,"Carried Forward to Summary ",null,null,"R"]

{"sheet":"Bill No.4","index":4,"n_rows":61,"n_cols":6,"rows_kept":61}
["ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,"SECTION NO. 4: PROVISIONAL SUMS"]
[]
[null,"BILL NO.1"]
[]
[null,"PROVISIONAL SUMS"]
[]
[null,"NOTES: "]
[]
[null,"General "]
[]
[null,"Provisional sums are for material and equipment supplied and "]
[null,"installed complete by firms of specialists"]
[]
[null,"Profit "]
[]
[null,"Where stated, the contractor may allow for profit if required "]
[]
[null,"General attendance on nominated/selected subcontractors "]
[]
[null,"The item \"Attendance\" which follows each provisional sum for "]
[null,"nominated/selected subcontractors' work, shall be deemed to "]
[null,"cover all the contractor's costs incurred in providing free of charge "]
[null,"to the nominated/selected subcontractors, the following:"]
[]
[null,"*\tMaking good in all trades and cleaning down and"]
[null," removal of rubbish on completion"]
[]
[null,"Where special attendance includes the provision of hoisting"]
[null,"facilities for a sub-contractor then the Contractor shall:"]
[]
[null,"* Ensure that the capacities of his hoisting equipment are sufficient to"]
[null," deal with the masses and the quantities of the items to be hoisted, "]
[]
[null,"* Schedule the times of availability of the hoisting equipment for each"]
[null," sub-contractor, "]
[]
[null,"* Provide all necessary personnel to operate the hoisting equipment, "]
[]
[null,"all to enable the sub-contractor to execute the hoisting or lowering of"]
[null," his material, etc using the facilities provided by the Contractor "]
[]
[null,"4. Under no circumstances may any Prime Cost - Provisional Amount,"]
[null," etc be extended at an amount lower than the amount given in this Bill "]
[]
[null,"5. All Provisional Amounts and Prime Cost  Amounts are NET i.e."]
[null," There is no cash discount "]
[]
[]
[null,"Door Protection"]
[]
[1,"Awning Warehouse 4.5 x 1m Crystal Grey Awning","Sum",1]
{"$rows_empty":7}
[null,"Carried to Final Summary",null,null,"R"]

{"sheet":"Final Summary","index":5,"n_rows":54,"n_cols":6,"rows_kept":54}
[null,"FINAL SUMMARY"]
[]
["Section No",null,"Page No",null,null,"Amount"]
[]
[1,"SECTION 1: Preliminaries",1]
[]
[2,"SECTION 2: Concrete, Formwork and Reinforcing Works",2]
[]
[3,"SECTION 3: Plumbing and Drainage",3]
[]
[4,"SECTION 3: Road works and Paving",4]
[]
[5,"SECTION NO. 4: Provisional Sums",5]
{"$rows_empty":30}
[null,"Sub Total",null,null,"R"]
[]
[null,"Add : 5% Contingencies",null,null,"R"]
[]
[]
[null,"Sub Total",null,null,"R"]
[]
[null,"Add : VAT @ 15%",null,null,"R"]
[]
[]
[null,"Carried to Form of Offer and Acceptance",null,null,"R"]