{"text_format":"3","workbook":"xlsx","n_sheets":40,"sheets":["Summary of Pricing","C1.2","C1.3","C1.4","C1.5","C1.6","C1.7","C2.1","C3.1","C3.2","C3.3","C4,2","C4.3","C4.4","C4.5","C5.1","C5.2","C5.3","C5.4","C5.5","C6.2","C7.1","C8.1","C8.2","C.8.3","C8.4","C8.5","C8.6","C8.7","C8.8","C8.9","C9.1","C10.1","C11.1","C11.4","C11.6","C11.7","C 11.9","C20.1","D1000"],"not_rendered":{"defined_names":113},"read":"whole","date_system":"1900"}

{"sheet":"Summary of Pricing","index":0,"n_rows":97,"n_cols":3,"rows_kept":97,"merged":[[1,0,1,1],[2,0,2,2]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["C2.3 SUMMARY OF PRICING SCHEDULE"]
["Midvaal Local Municipality"]
[" Bill No","Description ","Amount (R)"]
[null,"GENERAL"]
["C1.2","GENERAL REQUIREMENTS AND PROVISIONS"]
["C1.3","CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
["C1.4","FACILITIES FOR THE ENGINEER"]
["C1.5","ACCOMMODATION OF TRAFFIC"]
["C1.6","CLEARING AND GRUBBING"]
["C1.7","LOADING AND HAULING"]
[null,"SUB-TOTAL"]
[null,"SERVICES"]
["C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES"]
["C2.2","DRY SERVICES"]
["C2.3 ","WET SERVICES"]
["C2.4","ENERGY AND OTHER SERVICES"]
[null,"SUB-TOTAL"]
[null,"DRAINAGE"]
["C3.1","DRAINS"]
["C3.2","CULVERTS"]
["C3.3","CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, AS WELL AS CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS"]
[null,"SUB-TOTAL"]
[null,"EARTHWORKS AND PAVEMENT LAYERS MATERIALS"]
["C4.2","CUT MATERIALS"]
["C4.3","EXISTING ROAD MATERIALS"]
["C4.4","COMMERCIAL MATERIALS"]
["C4.5","ALTERNATIVE MATERIALS"]
[null,"SUB-TOTAL"]
[null,"EARTHWORKS AND PAVEMENT LAYERS CONSTRUCTION"]
["C5.1","ROADBED"]
["C5.2","FILL"]
["C5.3","ROAD PAVEMENT LAYERS"]
["C5.4","STABILISATION"]
["C5.5","RECONSTRUCTION OF PAVEMENT LAYERS"]
[]
[null,"CONCRETE LAYERS"]
["C6.2","SEGMENTAL BLOCK PAVING LAYERS"]
[]
[null,"SUB-TOTAL"]
[null,"MAINTENANCE AND REPAIR OF CONCRETE LAYERS"]
["C7.1","REPLACEMENT OF EXISTING JOINT SEALANT"]
["C7.2","REPAIR TO CONCRETE PANELS AND CONCRETE ADJACENT TO UNCONTROLLED CRACKS AND EXISTING JOINTS"]
["C7.3","REMOVAL AND REINSTATEMENT OF EXISTING CONCRETE LAYERS"]
["C7.4","REINSTATEMENT OF SLAB SUPPORT BY GROUT INJECTION"]
["C7.5","REINSTATEMENT OF RIDING QUALITY"]
["C7.6","REINSTATEMENT OF SURFACE TEXTURE"]
[null,"SUB-TOTAL"]
[null,"PRETREATMENT AND REPAIR EXISTING LAYERS"]
["C8.1","PRIME COAT"]
["C8.2","COVER SPRAYS, FOG SPRAYS AND REJUVENATION SPRAYS"]
["C8.3","TEXTURE TREATMENT"]
["C8.4","RUT AND/OR DEPRESSION CORRECTION"]
["C8.5","STANDARD CRACK SEALING"]
["C8.6","GEOSYNTHETIC CRACK SEALING"]
["C8.7","PLANNING"]
["C8.8","PATCHING AND EDGE BREAK REPAIR"]
["C8.9","REPAIR OF SURFACE DEFECTS"]
[null,"SUB-TOTAL"]
[null,"ASPHALT LAYERS"]
["C9.1","ASPHALT LAYERS"]
[null,"SUB-TOTAL"]
[null,"SURFACE TREATMENTS"]
["C10.1","GENERAL REQUIREMENTS FOR SURFACE TREATMENTS"]
[null,"SUB-TOTAL"]
[null,"ANCILLIARY ROAD WORKS"]
["C11.1","PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION"]
["C11.2","NON-STRUCTURAL GABIONS"]
["C11.3","GUIDE BLOCKS AND KILOMETRE MARKERS"]
["C11.4","ROAD RESTRAINT SYSTEMS"]
["C11.6","ROAD SIGNS"]
["C11.7","ROAD MARKINGS AND ROAD STUDS"]
["C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[null,"SUB-TOTAL"]
[null,"QUALITY ASSURANCE"]
["C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[null,"SUB-TOTAL"]
[null,"TRAINING, COACHING, GUIDANCE, MENTORING AND ASSISTANCE"]
["D1000","Training,Coaching,Guidance,Mentoring and Assistance"]
[null,"SUB-TOTAL"]
[]
[null,"SUBTOTAL A"]
[]
[null,"VALUE ADDED TAX:"]
[null,"15% of Subtotal "]
[null,"TOTAL CARRIED TO C.1.1.1 : FORM OF OFFER "]
["Bankers Details :"]
["Contractor's Name:"]
["Name reflected on bank statement: ____________________________________________"]
["Bank:"]
["Branch:"]
["Account Number:"]
["Cheque Account","                   or                     Savings Account"]
["Signature :"]
["By Tenderer :"]
["Company Name :"]
["Date :"]

{"sheet":"C1.2","index":1,"n_rows":126,"n_cols":8,"rows_kept":126,"merged":[[3,0,4,0],[3,2,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C2:  Pricing Data"]
["Section C1.2:  General Requirements and Provisions"]
["Item","Payment","Description",null,"Unit","Qty","Rate","Amount"]
[null,"Refence",{"$nulls":4},"(R)","(R)"]
[]
["C1.2.1",null,null,"Environmental Management"]
[]
[null,"C1.2.1.1",null,"Monitoring of compliance with and reporting on the EMP","month",1]
[]
[null,"C1.2.1.2",null,"Dedicated environmental officer ","month",1]
[{"$nulls":7},{"$f":"F12*G12","v":{"v":0,"d":"0.00"}}]
["C1.2.2",null,null,"Programming and Reporting",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.2.1",null,"Submission of a Scheme 1 Programme","lump  sum",1,null,{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.2.2",null,"Reviewing and updating a Scheme 1 Programme","month ",1]
[]
[null,"C1.2.2.6",null,"Preparation and submission of all information and reports specified in the Contract Documentation","month",1]
[{"$nulls":7},{"v":0,"d":"0.00"}]
["C1.2.3",null,null,"Routine road maintenance of existing public roads within the Site of the Works or other public roads outside the Site of the Works which are used as detours.",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.3.9",null,"Grading of temporary gravel deviations and existing roads used as detours","kilometre (km)",1]
[]
[null,"C1.2.3.10",null,"Watering of temporary gravel deviations and existing roads used as detours","kilolitre (kl)",1]
[]
["C1.2.4",null,null,"Stakeholder liaison (CLO)","month",1]
[{"$nulls":7},{"v":0,"d":"0.00"}]
["C1.2.5",null,null,"Safety ",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.5.1",null,"Health and safety plan","lump sum",1,null,{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.5.2",null,"Implementation of health and safety plan","month",1]
[{"$nulls":7},{"v":0,"d":"0.00"}]
["C1.2.8",null,null,"Dayworks",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.8.1",null,"Personnel",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,null,"(a)","Unskilled labourer","hr",1]
[]
[null,null,"(b)","Semi-skilled labourer","hr",1]
[]
[null,null,"(c) ","Skilled labourer","hr",1]
[]
[null,null,"(d)","Gang leader","hr",1]
[]
[null,null,"(e)","Foreman","hr",1]
[]
[null,null,"(f)","Skilled Artisan","hr",1]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.8.2",null,"Construction equipment",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,null,"(a)","Motor grader 140G","hr",1]
[]
[null,null,"(b)","Vibratory roller (minimum size 10 ton)","hr",1]
[]
[null,null,"(c) ","Pneumatic roller","hr",1]
[]
[null,null,"(d)","Front end loader","hr",1]
[]
[null,null,"(e)","Tractor loader backhoe","hr",1]
[]
[null,null,"(f)","Excavator","hr",1]
[]
[null,null,"(g)","Compressor","hr",1]
[]
[null,null,"(h)","10 000 litre water truck","hr",1]
[]
[null,null,"(i)","14 000 litre water truck ","hr",1]
[]
[null,null,"(j)","16 000 litre water truck","hr",1]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,null,"(k)","18 000 litre water truck","hr",1]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.8.3",null,"Vehicles ",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"$f":"F76*G76","v":{"v":0,"d":"0.00"}}]
[null,null,"(a)","Light delivery vehicle(1 ton)","km",1]
[]
[null,null,"(b)","Flatbed truck ","km",1]
[]
[null,null,"(c)","Dump truck","km",1]
[]
[null,null,"(d)","Other vehicles (specify)","km",1]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C1.2.8.4",null,"Materials",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,null,"(a)","Procurement of materials","prov sum ",1,{"v":20000,"d":"R20,000.00"},{"v":20000,"d":"20000.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,null,"(b)","Contractor's handling costs, profit and all other charges in respect of item C1.2.8.4(a)","%",{"v":20000,"d":"R20,000.00"},{"v":0.1,"d":"10%"},{"v":2000,"d":"2000.00"}]
{"$rows_empty":36}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C1.3","index":2,"n_rows":227,"n_cols":8,"rows_kept":227,"merged":[[3,0,4,0],[3,2,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/2/376   (7CE/6CEPE) OR HIGHER (2023-2026)"]
["Part C1.3:  Pricing Data"]
["Section C1.3:  Contractor's Site Establishment and General Obligations"]
["Item","Payment","Description",null,"Unit","Qty","Rate","Amount"]
[null,"Refence",{"$nulls":4},"(R)","(R)"]
[]
[]
["PC1.3.1",null,null,"The Contractor's general obligations"]
[]
[null,null,"The Contractors general obligations should not exceed 15% of the tender"]
[null,null,"sum (excluding the CPA, contigencies and VAT). |The 15% will cover fixed "]
[null,null,"obligations, value-related obligations and time obigations"]
[]
[null,"C1.3.1.1",null,"Fixed obligations","%",{"v":500000,"d":"500,000"}]
[]
[null,"C 1.3.1.2",null,"Value-related obligations","lump sum",1]
[]
[null,"C1.3.1.3",null,"Time-related obligations","%",{"v":500000,"d":"500,000"}]
[]
["C1.3.2",null,null,"Contract Sign Boards","m2",1]
{"$rows_empty":52}
["TOTAL CARRIED FORWARD TO SUMMARY"]
{"$rows_empty":133}
[{"$nulls":5},"metre (m)"]
[{"$nulls":5},"metre (m)"]
[]
[]
[]
[]
["C2.3.27",{"$nulls":3},"Extra over item C2.3.21 for encasing (wrapping) joints "]
[null,"C2.3.27.1",null,null,"State for each water main the number of joints to be encased (wrapped)"]
[{"$nulls":4},"State diameter"]
[{"$nulls":4},"State diameter"]
["C2.3.28",{"$nulls":3},"Installation of hydrants and water meters "]
[null,"C2.3.28.1",null,null,"Describe hydrant type"]
[null,"C2.3.28.2",null,null,"Describe water meter type"]
[null,"C2.3.28.3",null,null,"Etc., insert additional items as required"]
["C2.3.29",{"$nulls":3},"Bedding for water mains (Class B and C) and fill blanket compacted to 90 % of MDD (100 % for sand)"]
[null,"C2.3.29.1"]
[]
[]
[]
[]
[null,"C2.3.29.2"]

{"sheet":"C1.4","index":3,"n_rows":59,"n_cols":7,"rows_kept":59,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C1.3:  Pricing Data"]
["Section C1.4:  FACILITIES FOR THE ENGINEER"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
[null,"Refence",{"$nulls":3},"(R)","(R)"]
[]
["C1.4",null,"FACILITIES FOR THE ENGINEER"]
[]
["C1.4.1",null,"Site accommodation"]
[]
[null,"C1.4.1.1","Offices and conference room 10 m²","m²",1]
[]
["C1.4.3","C1.4.3.2","Office chair","No",1]
[]
[null,"C1.4.3.5","Office desk with 3 drawers (at least one lockable drawer)","No",1]
[]
[null,"C1.4.3.11","General purpose steel cabinet with shelves","No",1]
[]
[null,"C1.4.3.13","220/250 volt power outlet plug point","No",1]
[]
[null,"C1.4.3.16","Single 1 500 mm, 22 watt LED tube ceiling light","No",1]
[]
[null,"C1.4.3.23","Fire extinguisher 9,0 kg, dry powder type","No",1]
[]
[null,"C1.4.3.24","Air-conditioning unit","No",1]
[]
[null,"C1.4.3.27","Waste paper basket","No",1]
[]
[null,"C1.4.3.29","A3 / A4 colour printer, copier, scanner","No",1]
[]
[null,"C1.4.3.31","Rain gauge","No",1]
[null,"C1.4.3.32","Minimum/maximum atmospheric temperature gauge","No",1]
[null,"C1.4.3.33","Digital thermometer","No",1]
[]
[null,"C1.4.3.36","Measuring wheel","No",1]
[]
["C1.4.4",null,"Prime cost items"]
[null,"C1.4.4.1","Cell phones costs, including pro-rata rentals, for calls made in connection with contract administration","PC sum",1,{"v":35000,"d":"R35,000.00"},{"$f":"E38*F38","v":{"v":35000,"d":"R35,000.00"}}]
[null,"C1.4.4.2","Handling costs and profit in respect of item C1.4.4.1","percentage (%)",{"v":35000,"d":"R35,000.00"}]
[null,"C1.4.4.5","The provision of internet connectivity and WiFi data for Engineer’s site staff","PC sum",1,{"v":12000,"d":"R12,000.00"},{"v":12000,"d":"R12,000.00"}]
[null,"C1.4.4.6","Handling costs and profit in respect of item C1.4.4.5","percentage (%)",{"v":12000,"d":"R12,000.00"}]
[null,"C1.4.4.7","The provision of paper and ink for a combination colour printer/copier/scanner","PC sum",1,{"v":10000,"d":"R10,000.00"},{"v":10000,"d":"R10,000.00"}]
[null,"C1.4.4.8","Handling costs and profit in respect of item C1.4.4.7","percentage (%)",{"v":10000,"d":"R10,000.00"}]
[null,"C1.4.4.9","The provision of a complete 220/250 volt single phase electrical power installation, including all poles, insulators, wiring, switchboards, mains connections, meters etc.","PC sum",1,{"v":20000,"d":"R20,000.00"},{"v":20000,"d":"R20,000.00"}]
[null,"C1.4.4.10","Handling costs and profit in respect of item C1.4.4.9","percentage (%)",{"v":20000,"d":"R20,000.00"}]
[]
[null,"C1.4.4.13","Provision of a 440 / 231 volt three phase electricity generator if electricity from a power supply authority is not available on site","PC sum",1,{"v":15000,"d":"R15,000.00"},{"v":15000,"d":"R15,000.00"}]
[]
[null,"C1.4.4.14","Handling costs and profit in respect of item C1.4.4.13","%",15000]
[]
["C1.4.5",null,"Services at site offices, laboratories and site accommodation:"]
[]
[null,"C1.4.5.1","Fixed costs","lump sum",1,null,{"v":0,"d":"R0.00"}]
[]
[null,"C1.4.5.2","Running costs","month",1]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C1.5","index":4,"n_rows":60,"n_cols":8,"rows_kept":60,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C1.5:  Pricing Data"]
["Section C1.5: Accomodation of traffic"]
["Item","Payment ",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C1.5.1",null,null,"Accommodation of pedestrian and non-motorised traffic"]
[]
[null,"C1.5.1.1",null,"Accommodation of pedestrian and non-motorised traffic","month",1]
[]
["C1.5.2",null,null,"Accommodation of vehicular traffic","month",1]
[]
["C1.5.3",null,null,"Liaison with traffic authorities","month",1]
[]
["C1.5.5",null,null,"Maintenance of temporary deviations"]
[]
[null,"C1.5.5.9",null,"Grading of temporary deviations and existing roads used as detours","km",1]
[]
[null,"C1.5.5.10",null,"Watering of temporary deviations and existing roads used as detours","kl",1]
[]
["C1.5.7",null,null,"Temporary traffic control facilities"]
[]
[null,"C1.5.7.1",null,"Delineators including mounting bases and ballast:"]
[]
[null,null,"(a)","Single sided, reversible left or right (600mm)","No.",1]
[]
[null,null,"(b)","Double sided, reversible left or right (600mm)","No.",1]
[]
[null,"C1.5.7.2",null,"Traffic cones, minimum height 750mm","No.",1]
[]
[null,"C1.5.7.3",null,"Flagmen","man-shift",1]
[]
[null,"C1.5.7.4",null,"Traffic controllers","man-shift",1]
[]
[null,"C1.5.7.7",null,"Traffic calming devices:"]
[]
[null,null,"(a)","25 mm high x 100 mm wide asphalt rumble strips"," m",1]
[]
[null,null,"(b)","50 mm high x 500 m wide asphalt rumble strips"," m",1]
[]
[null,null,"(c)","150 mm high x 3 m wide asphalt speed control humps"," m",1]
[]
["C1.5.9",null,null,"Traffic safety vehicle","month",1]
[]
["C1.5.11",null,null,"Provision of safety equipment for visitors"]
[]
[null,"C1.5.11.1",null,"Provision of reflective safety vests for visitors","No.",1]
[]
["C1.5.12",null,null,"Additional traffic accommodation facilities ordered by the Engineer:"]
[{"$nulls":7},{"$f":"F50*G50","v":0}]
[null,"C1.5.12.1",null,"Provision of additional traffic accommodation facilities","prov sum",1,{"v":50000,"d":"R50,000.00"},50000]
[{"$nulls":7},0]
[null,"C1.5.12.2",null,"Handling cost, profit and all other charges in respect of item C1.5.12.1","percentage (%)",{"v":50000,"d":"R50,000.00"},null,0]
[]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C1.6","index":5,"n_rows":60,"n_cols":7,"rows_kept":60,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C1.6:  Pricing Data"]
["Section C1.6: Clearing and Grubbing"]
["Item","Payment ","Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":3},"(R)","(R)"]
[]
["C1.6",null,"CLEARING AND GRUBBING"]
[]
["C1.6.1",null,"Clearing:"]
[]
[null,"C1.6.1.1","Clearing with machines and some hand labour where necessary","ha",1]
[]
["C1.6.2",null,"Grubbing:"]
[]
[null,"C1.6.2.1","Grubbing with machines and some hand labour where necessary","ha",1]
{"$rows_empty":44}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"$f":"SUM(G7:G59)","v":0}]

{"sheet":"C1.7","index":6,"n_rows":65,"n_cols":7,"rows_kept":65,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C1.5:  Pricing Data"]
["Section C1.7: LOADING AND HAULING"]
["Item","Payment ","Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":3},"(R)","(R)"]
[]
["C1.7",null,"LOADING AND HAULING"]
[]
["C1.7.2",null,"Hauling"]
[]
[null,"C1.7.2.2","Hauling material to spoil and off-loading it at a designated spoil or stockpile area:"]
[]
[null,"(a)","Cleared and grubbed material (organic matter and all other unsuitable or waste material)"," (m3 - km)",1]
[]
[null,"(b)","Soil and gravel material"," (m3 - km)",1]
[]
[null,"(c)","Boulders, hard material and concrete"," (m3 - km)",1]
[]
[]
[]
[{"$nulls":3},"`"]
{"$rows_empty":43}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"$f":"SUM(G13:G64)","v":0}]

{"sheet":"C2.1","index":7,"n_rows":772,"n_cols":8,"rows_kept":772,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C2.1:  Pricing Data"]
["Section C2.1: General Requirements and Trenching for Services"]
["Item","Payment ",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C2.1.1",null,null,"Location, identification, protection and relocation of existing services"]
[]
[null,"C2.1.1.1",null,"Contractor’s obligations","lump sum",1,null,{"$f":"F9*G9","v":{"v":0,"d":"0.00"}}]
[]
[null,"C2.1.1.2",null,"Permanent services relocation or protection work by others","PC sum",1,{"v":80000,"d":"R80,000"},{"$f":"G11","v":{"v":80000,"d":"80,000.00"}}]
[]
[null,"C2.1.1.3",null,"Handling costs and profit in respect of item C2.1.1.2 above","%",{"$f":"H11","v":80000}]
[]
[null,"C2.1.1.4",null,"Permanent services relocation or protection work by the Contractor","prov sum ",1,{"v":80000,"d":"R80,000"},{"$f":"G15","v":{"v":80000,"d":"80,000.00"}}]
[]
["C2.1.2",null,null,"Existing services location, detection and verification ",{"$nulls":3},{"$f":"F17*G17","v":{"v":0,"d":"0.00"}}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C2.1.2.1",null,"Using specialist detection services (ground penetrating radar, radio detection etc.)  "," PC sum",1,{"v":50000,"d":"R50,000"},{"v":50000,"d":"50,000.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C2.1.2.2",null,"Handling costs and profit in respect of item C2.1.2.1 above","%",{"v":50000,"d":"R50,000"},null,{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C2.1.2.3",null,"Survey to verify existing service positions","PC sum",1,{"v":50000,"d":"R50,000"},{"v":50000,"d":"50,000.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C2.1.2.4",null,"Handling costs and profit in respect of item C2.1.2.3 above ","%",{"v":50000,"d":"R50,000"}]
[]
[null,"C2.1.2.5",null,"Using hand excavation to locate, expose and verify services  ","m3",1]
[]
["C2.1.3",null,null,"Obtaining construction or work permits","lump sum",1]
[]
["C2.1.4",null,null,"Provision of guarantees or deposits for services "]
[]
[]
[null,"C2.1.6.1",null,"Trenches up to 1,0 m wide:"]
[]
[{"$nulls":3},"(a) Up to 1,0 m deep","m³",1]
[]
[{"$nulls":3},"(b) Over 1,0 m and up to 2,0 m deep","m³",1]
[]
[{"$nulls":3},"(c) Over 2,0 m deep, etc. to be inserted, increased by additional 1,0 m depths as required","m³",1]
[]
["C2.1.6.2",null,null,"Trenches over 1,0 m and up to 2,0 m wide:"]
[]
[{"$nulls":3},"(a) Up to 1,0 m deep","m³",1]
[]
[{"$nulls":3},"(b) Over 1,0 m and up to 2,0 m deep","m³",1]
[]
[{"$nulls":3},"(c) Over 2,0 m deep, etc., increased by additional 1,0 m depths as required","m³",1]
[]
["C2.1.6.3",null,null,"Trenches over 2,0 m wide and up to 3,0 m, etc., increased by additional 1,0 m widths as required:"]
[]
[{"$nulls":3},"(a) Up to 1,0 m deep","m³",1]
[]
[{"$nulls":3},"(b) Over 1,0 m and up to 2,0 m deep","m³",1]
[]
[{"$nulls":3},"(c) Over 2,0 m deep, etc., increased by additional 1,0 m depths as required","m³",1]
[]
["C2.1.7",null,null,"Extra over items C2.1.6, C2.1.8 and C2.1.16 for excavating in:"]
[]
[null,"C2.1.7.1",null,"Hard material irrespective of depth","m³",1]
[]
[null,"C2.1.7.2",null,"Stabilised material irrespective of depth","m³",1]
[]
["C2.1.8",null,null,"Excavations outside the normal trench profile","m³",1]
[]
["C2.1.9",null,null,"Trench excavation using labour enhanced construction methods:"]
[]
[null,"C2.1.9.1",null,"Trenches up to 1,0 m wide (in soft material):"]
[]
[{"$nulls":3},"(a) Up to 1,0 m deep","m³",1]
[]
[{"$nulls":3},"(b) Over 1,0 m and up to 1,5 m deep","m³",1]
[]
[null,"C2.1.9.2",null,"Trenches over 1,0 m and up to 2,0 m wide (in soft material):"]
[]
[{"$nulls":3},"(a) Up to 1,0 m deep","m³",1]
[]
[{"$nulls":3},"(b) Over 1,0 m and up to 1,5 m deep","m³",1]
[]
[null,"C2.1.9.3",null,"Trenches up to 1,0 m wide (in intermediate material):"]
[]
[{"$nulls":3},"(a) Up to 1,0 m deep","m³",1]
[]
[{"$nulls":3},"(b) Over 1,0 m and up to 1,5 m deep","m³",1]
[]
[null,"C2.1.9.4",null,"Trenches over 1,0 m and up to 2,0 m wide (in intermediate material):"]
[]
[{"$nulls":3},"(a) Up to 1,0 m deep","m³",1]
[]
[{"$nulls":3},"(b) Over 1,0 m and up to 1,5 m deep","m³",1]
[]
["C2.1.10",null,null,"Excavation in tunnels exceeding 3,0 m in length in:"]
[]
[null,"C2.1.10.1",null,"Soft material","m³",1]
[]
[]
[]
["C2.1.11",null,null,"Backfilling of trenches"]
[{"$nulls":7},0]
[null,"C2.1.11.1",null,"Backfill compacted to 93 % (100 % for sand) of MDD (areas subject to traffic loads) using material:",{"$nulls":3},0]
[{"$nulls":7},0]
[{"$nulls":3},"From the excavated trench material","m3",1,null,0]
[]
[{"$nulls":3},"From other excavations on site","m3",1]
[]
[{"$nulls":3},"From approved borrow areas","m3",1]
[]
[{"$nulls":3},"From sources provided by the Contractor","m3",1]
[]
[{"$nulls":3},"From commercial sources (G6 classified material)","m3",1]
[{"$nulls":7},0]
[null,"C2.1.11.2",null,"Backfill compacted to 90 % (100 % for sand) of MDD or complying with the DCP requirements of Clause A2.1.8.2c) (areas not subject to traffic loads) using material:",{"$nulls":3},0]
[{"$nulls":7},0]
[{"$nulls":3},"From the excavated trench material","m3",1]
[]
[{"$nulls":3},"From other excavations on site","m3",1]
[]
[{"$nulls":3},"From approved borrow areas","m3",1]
[]
[{"$nulls":3},"From sources provided by the Contractor","m3",1]
[]
[{"$nulls":3},"From commercial sources (G7 classified material)","m3",1]
[]
["C2.1.13",null,null,"Extra over item C2.1.11 for backfilling with soil cement or stabilised material"]
[]
[null,"C2.1.13.1",null,"Backfilling trenches using soil cement using (G7 classified material) material","m3",1]
[]
[null,"C2.1.13.2",null,"Backfilling trenches using stabilised (G7 classified material) material compacted to 93 % of MDD","m3",1]
[]
[null,"C2.1.13.3",null,"Backfilling around poles using stabilised (G7 classified material) material compacted to 95 % of MDD","m3",1]
[{"$nulls":7},0]
[{"$nulls":7},0]
["C2.1.19",null,null,"Dealing with water during services work:",{"$nulls":3},0]
[{"$nulls":7},0]
[null,"C2.1.19.1",null,"Dealing with surface water","lump sum",1]
[]
[null,"C2.1.19.2",null,"Dealing with subsurface water","lump sum",1]
[{"$nulls":7},0]
["C2.1.20",null,null,"Specified temporary works to control water inflow (state reference in Contract Documentation or indicate drawing number, etc.):",{"$nulls":3},0]
[{"$nulls":7},0]
[null,"C2.1.20.1",null,"Provide equipment","lump sum",1]
[]
[null,"C2.1.20.2",null,"Operate and maintain","days",1]
[]
[null,"C2.1.20.3",null,"Remove equipment","lump sum",1]
[]
["C2.1.21",null,null,"Supply and installation of sandbags in trenches:"]
[]
[null,"C2.1.21.1",null,"Biodegradable bags ","No",1]
[]
[null,"C2.1.21.2",null,"Geofabric bags ","No",1]
[{"$nulls":7},{"$f":"F152*G152","v":0}]
["C2.1.22",null,null,"Existing services that intersect or adjoin a trench:",{"$nulls":3},0]
[{"$nulls":7},0]
[null,"C2.1.22.1",null,"Services that intersect a trench (angles between centre-lines in plan 45° to 90°):",{"$nulls":3},0]
[{"$nulls":7},0]
[null,"C2.1.22.1",null,"Services that intersect a trench (angles between centre-lines in plan 45° to 90°):",{"$nulls":3},0]
[{"$nulls":7},0]
[null,null,"(a)"," Electric and fibre cables","No",1]
[]
[null,null,"(b)"," Water and sewer mains (All sizes)","No",1]
[]
[null,null,"(c)"," Stormwater pipes (All sizes)","No",1]
[]
[null,"C2.1.22.2",null,"Services that adjoin a trench (parallel to or at an angle between centre-lines in plan of less than 45°):"]
[]
[null,null,"(a)","Electric and fibre cables","m",1]
[]
[null,null,"(b)","Water and sewer mains (All sizes)","m",1]
[]
[null,null,"(c)","Stormwater pipes (All sizes)","m",1]
[{"$nulls":7},0]
["C2.1.23",null,null,"Reinstatement of trenches in existing surfaced roads using:",{"$nulls":3},0]
[{"$nulls":7},0]
[null,"C2.1.23.1",null,"Selected material (150mm G6, commercial) compacted to 93 % of MDD","m³",1]
[]
[null,"C2.1.23.2",null,"Subbase material (150mm. G6, commercial) compacted to 95% of MDD","m³",1]
[]
[null,"C2.1.23.3",null,"Stabilised subbase material (150mm C4, commercial) using (2.5% of Cement (CEM lI/A-V 32,5 or similar approved)) compacted to 95% of MDD","m³",1]
[]
[null,"C2.1.23.4",null,"Base material (150mm G2, commercial) compacted to 102% of MDD","m³",1]
[]
[null,"C2.1.23.5",null,"Prime coat (MC-30 cut-back bitumen at 0.7ℓ/m²)","m²",1]
[]
[null,"C2.1.23.6",null,"Tack coat (30% stable-grade emulsion at 0.55ℓ/m²)","m²",1]
[]
[null,"C2.1.23.7",null,"Asphalt material (30mm continuously graded , medium grade (60/70 pen bitumen))","t",1]
[]
[null,"C2.1.23.8",null,"Surface treatments (state surfacing type, binder type and application rate, aggregate size and application rate etc.)","m²",1]
[]
["C2.1.24",null,null,"Saw-cutting before excavation:"]
[]
[null,"C2.1.24.1",null,"Saw-cutting asphalt to an average depth:"]
[]
[{"$nulls":3},"(a) Not exceeding 50 mm","m²",1]
[{"$nulls":3},"(b) Exceeding 50 mm but not exceeding 100 mm","m²",1]
[]
[{"$nulls":3},"(c) Exceeding 100 mm but not exceeding 150 mm","m²",1]
[]
[null,"C2.1.24.2",null,"Saw-cutting concrete to an average depth:",{"$nulls":3},0]
[{"$nulls":7},0]
[{"$nulls":3},"(a) Not exceeding 50 mm","m²",1]
[]
[{"$nulls":3},"(b) Exceeding 50 mm but not exceeding 100 mm","m²",1]
[]
[{"$nulls":3},"(c) Exceeding 100 mm but not exceeding 150 mm","m²",1]
[]
["C2.1.25",null,null,"Removal of existing services:"]
[]
[null,"C2.1.25.1",null,"0-200mm dia water and sewer pipes irrelevant of depth","m",1]
[]
[null,"C2.1.25.2",null,"300-900mm dia stormwater pipes irrelevant of depth","m",1]
[]
[null,"C2.1.25.3",null,"10 - 200mm dia cables and service ducts irrelevant of depth","m",1]
[]
["C2.1.26",null,null,"Disposal of existing service materials:"]
[]
[null,"C2.1.26.1",null,"0-200mm dia water and sewer pipes irrelevant of depth","m",1]
[]
[null,"C2.1.26.2",null,"300-900mm dia stormwater pipes irrelevant of depth","m",1]
[]
[null,"C2.1.26.3",null,"10 - 200mm dia cables and service ducts irrelevant of depth","m",1]
[{"$nulls":7},{"$f":"F223*G223","v":0}]
["C2.1.27",null,null,"Demolition of existing manholes, access chambers and other service structures consisting of:",{"$nulls":3},0]
[{"$nulls":7},0]
[null,"C2.1.27.1",null,"Unreinforced concrete","m³",1]
[]
[null,"C2.1.27.2",null,"Reinforced concrete","m³",1]
[]
[null,"C2.1.27.3",null,"Masonry","m³",1]
[]
[null,"C2.1.10.2",null,"Hard material","m³",1]
[]
["C2.1.11",null,null,"Backfilling of trenches:"]
[]
[null,"C2.1.11.1",null,"Backfill compacted to 93 % (100 % for sand) of MDD (areas subject to traffic loads) using material:"]
[]
[{"$nulls":3},"(a) From the excavated trench material","m³",1]
[]
[{"$nulls":3},"(b) From other excavations on Site","m³",1]
[]
[{"$nulls":3},"(d) From sources provided by the Contractor","m³",1]
[]
[{"$nulls":3},"(e) From commercial sources (state material type)","m³",1]
[]
[null,"C2.1.11.2",null,"Backfill compacted to 90 % (100 % for sand) of MDD or complying with the DCP requirements of Clause A2.1.8.2c) (areas not subject to traffic loads) using material:"]
[]
[{"$nulls":3},"(a) From the excavated trench material","m³",1]
[]
[{"$nulls":3},"(b) From other excavations on Site","m³",1]
[]
[{"$nulls":3},"(d) From sources provided by the Contractor","m³",1]
[]
[{"$nulls":3},"(e) From commercial sources (state material type)","m³",1]
[]
["C2.1.12",null,null,"Backfilling additional excavations in trench floors due to poor founding conditions using:","m²",1]
[]
[null,"C2.1.12.1",null,"Geotextile ( Kaymat Type A4 or similar (subsurface drainage))","m²",1]
[]
[null,"C2.1.12.2",null,"Concrete aggregate (37,5 mm aggregate size)","m³",1]
[]
[null,"C2.1.12.3",null,"Concrete (Class 25/19 concrete)","m³",1]
[]
["C2.1.13",null,null,"Extra over item C2.1.11 for backfilling with soil cement or stabilised material:"]
[]
[null,"C2.1.13.1",null,"Backfilling trenches using soil cement using Portland cement, 5% of the dry mass","m³",1]
[]
[null,"C2.1.13.2\t",null,"Backfilling trenches using stabilised (G7) material compacted to 93 % of MDD","m³",1]
[]
[null,"C2.1.13.4",null,"Cement (CEM lI/A-V 32,5 or similar approved)\t","kg",1]
[]
["C2.1.14",null,null,"Extra over items C2.1.11, C2.1.12 and C2.1.13 for additional compaction of backfill:"]
[]
[null,"C2.1.14.1",null,"Compaction increased from 90 % of MDD to 93 % of MDD","m³",1]
[]
[null,"C2.1.14.2",null,"Compaction increased from 93 % of MDD to 95 % of MDD","m³",1]
[]
[null,"C2.1.14.3",null,"Compaction increased from 95 % of MDD to 98 % of MDD","m³",1]
[]
["C2.1.15",null,null,"Stone packing:"]
[]
[null,"C2.1.15.1",null,"In bolsters","m³",1]
[]
["C2.1.16",null,null,"Subsurface drains in trench bottoms (Contract Documentation reference or drawing","m",1]
[]
["C2.1.17",null,null,"Removal and disposal of spoil material from trench excavations:"]
[]
[null,"C2.1.17.1",null,"To spoil sites provided by the Employer as indicated in the Contract Documentation or as instructed by the Engineer","m³",1]
[]
[null,"C2.1.17.2",null,"To spoil sites or dumping areas provided by the Contractor","m³",1]
[]
["C2.1.18",null,null,"Timbering, strutting and shoring:"]
[]
[null,"C2.1.18.1",null,"Timbering, strutting and shoring left in excavations","m²",1]
[]
[null,"C2.1.18.2",null,"Timbering, strutting and shoring opposite a structure or service (state reference in Contract Documentation or indicate drawing number, etc.)","m",1]
[]
["C2.1.19",null,null,"Dealing with water during services work:"]
[]
[null,"C2.1.19.1",null,"Dealing with surface water","lump sum",1]
[]
[null,"C2.1.19.2",null,"Dealing with subsurface water","lump sum",1]
[]
["C2.1.20",null,null,"Specified temporary works to control water inflow (state reference in Contract Documentation or indicate drawing number, etc.):"]
[]
[null,"C2.1.20.1",null,"Provide equipment","lump sum",1]
[]
[null,"C2.1.20.2",null,"Operate and maintain","days",1]
[]
[null,"C2.1.20.3",null,"Remove equipment","lump sum",1]
[]
["C2.1.21",null,null,"Supply and installation of sandbags in trenches:"]
[]
[null,"C2.1.21.1",null,"Biodegradable bags ","No",1]
[]
[null,"C2.1.21.2",null,"Geofabric bags ","No",1]
[]
["C2.1.22",null,null,"Existing services that intersect or adjoin a trench:"]
[]
[null,"C2.1.22.1",null,"Services that intersect a trench (angles between centre-lines in plan 45° to 90°):"]
[]
[{"$nulls":3},"(a) Electric and fibre cables","No",1]
[]
[{"$nulls":3},"(b) Water and sewer mains (All sizes)","No",1]
[]
[{"$nulls":3},"(c) Stormwater pipes (All sizes)","No",1]
[]
[null,"C2.1.22.2",null,"Services that adjoin a trench (parallel to or at an angle between centre-lines in plan of less than 45°):"]
[]
[{"$nulls":3},"(a) Electric and fibre cables","m",1]
[]
[{"$nulls":3},"(b) Water and sewer mains (All sizes)","m",1]
[]
[{"$nulls":3},"(c) Stormwater pipes (All sizes)","m",1]
[]
["C2.1.23",null,null,"Reinstatement of trenches in existing surfaced roads using:"]
[]
[null,"C2.1.23.1",null,"Selected material (150mm G5/G6, commercial) compacted to 93 % of MDD","m³",1]
[]
[null,"C2.1.23.2",null,"Subbase material (150mm. G5/G6, commercial) compacted to 95% of MDD","m³",1]
[]
[null,"C2.1.23.3",null,"Stabilised subbase material (150mm C4, commercial) using (2.5% of Cement (CEM lI/A-V 32,5 or similar approved)) compacted to 95% of MDD","m³",1]
[]
[null,"C2.1.23.4",null,"Base material (150mm G2, commercial) compacted to 102% of MDD","m³",1]
[]
[null,"C2.1.23.5",null,"Prime coat (MC-30 cut-back bitumen at 0.7ℓ/m²)","m²",1]
[]
[null,"C2.1.23.6",null,"Tack coat (30% stable-grade emulsion at 0.55ℓ/m²)","m²",1]
[]
[null,"C2.1.23.7",null,"Asphalt material (30mm continuously graded , medium grade (60/70 pen bitumen))","t",1]
[]
[null,"C2.1.23.8",null,"Surface treatments (Bituminous surface treatment with 13.2 mm aggregate and slurry seal using 150/200 penetration-grade bitumen in the tack coat and 60% or 65% emulsion in the penetration spray","m²",1]
[]
["C2.1.24",null,null,"Saw-cutting before excavation:"]
[]
[null,"C2.1.24.1",null,"Saw-cutting asphalt to an average depth:"]
[]
[{"$nulls":3},"(a) Not exceeding 50 mm","m²",1]
[]
[{"$nulls":3},"(b) Exceeding 50 mm but not exceeding 100 mm","m²",1]
[]
[{"$nulls":3},"(c) Exceeding 100 mm but not exceeding 150 mm","m²",1]
[]
[null,"C2.1.24.2",null,"Saw-cutting concrete to an average depth:"]
[]
[{"$nulls":3},"(a) Not exceeding 50 mm","m²",1]
[]
[{"$nulls":3},"(b) Exceeding 50 mm but not exceeding 100 mm","m²",1]
[]
[{"$nulls":3},"(c) Exceeding 100 mm but not exceeding 150 mm","m²",1]
[]
["C2.1.25",null,null,"Removal of existing services:"]
[]
[null,"C2.1.25.1",null,"0-200mm dia water and sewer pipes irrelevant of depth","m",1]
[]
[null,"C2.1.25.2",null,"300-900mm dia stormwater pipes irrelevant of depth","m",1]
[]
[null,"C2.1.25.3",null,"10 - 200mm dia cables and service ducts irrelevant of depth","m",1]
[]
["C2.1.26",null,null,"Disposal of existing service materials:"]
[]
[null,"C2.1.26.1",null,"0-200mm dia water and sewer pipes irrelevant of depth","m",1]
[]
[null,"C2.1.26.2",null,"300-900mm dia stormwater pipes irrelevant of depth","m",1]
[]
[null,"C2.1.26.3",null,"10 - 200mm dia cables and service ducts irrelevant of depth","m",1]
[]
["C2.1.27",null,null,"Demolition of existing manholes, access chambers and other service structures consisting of:"]
[]
[null,"C2.1.27.1",null,"Unreinforced concrete","m³",1]
[]
[null,"C2.1.27.2",null,"Reinforced concrete","m³",1]
[]
[null,"C2.1.27.3",null,"Masonry","m³",1]
[]
["C2.2",null,null,"DRY SERVICES"]
[]
[null,"C2.2.1",null,"Supply, lay and prove ducts:"]
[]
[null,"C2.2.1.1",null,"Ordinary Pipes"]
[]
[{"$nulls":3},"(a) 160 mm diameter uPVC","m",1]
[]
[{"$nulls":3},"(b) 200 mm diameter uPVC","m",1]
[]
[null,"C2.2.2",null,"Extra over item C2.2.1 for the provision of split ducts:"]
[]
[null,"C2.2.2.1",null,"uPVC"]
[]
[{"$nulls":3},"(a) 160 mm diameter uPVC","m",1]
[]
[{"$nulls":3},"(b) 200 mm diameter uPVC","m",1]
[]
["C2.2.3",null,null,"Lay and prove ducts provided by others:"]
[]
[null,"C2.2.3.1",null,"State for each duct to be laid the material type:"]
[]
[{"$nulls":3},"(a) 160 mm diameter uPVC","m",1]
[]
[{"$nulls":3},"(b) 200 mm diameter uPVC","m",1]
[]
["C2.2.4",null,null,"Bedding for ducts compacted to 90 % of MDD (100 % for sand) using material:"]
[]
[null,"C2.2.4.1",null,"Selected from the excavated trench material","m³",1]
[]
[null,"C2.2.4.2",null,"Selected from other excavations on site","m³",1]
[]
[null,"C2.2.4.4",null,"Selected from sources provided by the Contractor","m³",1]
[]
[null,"C2.2.4.5",null,"From commercial sources:"]
[]
[{"$nulls":3},"(a) Non-cohesive material (sand from commercial sources)","m³",1]
[]
[{"$nulls":3},"(b) Crushed stone material (19mm nominal size aggregate)","m³",1]
[]
[null,"C2.2.4.6",null,"Extra over items C2.2.4.1 to C2.2.4.5 for stabilising material with cement","m³",1]
[]
[null,"C2.2.4.7",null,"Cement (Cement (CEM lI/A-V 32,5 or similar approved) for stabilising bedding","kg",1]
[]
["C2.2.5\t",null,null,"Concrete for bedding and encasement of ducts:"]
[]
[null,"C2.2.5.1\t",null,"Concrete bedding (Class 25/19 concrete)","m³",1]
[]
[null,"C2.2.5.2",null,"Concrete encasement of ducts (Class 25/19 concrete)","m³",1]
[]
[null,"C2.2.6",null,"Duct accessories (markers, marking, draw wires and end caps, etc.):"]
[]
[null,"C2.2.6.1",null,"Duct markers (As per drawing)","No",1]
[]
[null,"C2.2.6.2",null,"Duct marking (As per drawing)","No",1]
[]
[null,"C2.2.6.3",null,"Draw wires (As per drawing)","m",1]
[]
[null,"C2.2.6.4",null,"End caps or plugs (As per drawing)","No",1]
[]
[null,"C2.2.7",null,"Handholes, manholes and access chambers for ducts:"]
[]
[null,"C2.2.7.1",null,"Handholes (As per drawing):"]
[]
[{"$nulls":3},"(a) Over 0,0 m and up to 1,5 m deep","No",1]
[]
[{"$nulls":3},"(b) Over 1,5 m and up to 2,0 m deep","No",1]
[]
[null,"C2.2.7.2",null,"Manholes (As per drawing):"]
[]
[{"$nulls":3},"(a) Over 0,0 m and up to 1,5 m deep","No",1]
[]
[{"$nulls":3},"(b) Over 1,5 m and up to 2,0 m deep","No",1]
[]
[null,"C2.2.8",null,"Covers and frames for duct handholes, manholes and access chambers:"]
[]
[null,"C2.2.8.1",null,"Type 2A, SABS 558/1973 (Heavy Duty)","No",1]
[]
[null,"C2.2.8.2",null,"Type 2B, SABS 558/1973","No",1]
[]
[null,"C2.2.8.3",null,"Type 4, SABS 558/1973","No",1]
[]
[null,"C2.2.9",null,"Install duct handhole, manhole and access chamber covers and frames provided by others:"]
[]
[null,"C2.2.9.1",null,"Type 2A, SABS 558/1973 (Heavy Duty)","No",1]
[]
[null,"C2.2.9.2",null,"Type 2B, SABS 558/1973","No",1]
[]
[null,"C2.2.9.3",null,"Type 4, SABS 558/1973","No",1]
[]
[null,"C2.3",null,"WET SERVICES"]
[]
[null,"C2.3.1",null,"Supply, lay, joint and test sewers:"]
[]
[null,"C2.3.1.1",null,"uPVC class 400 pipe which comply with SANS 1601 on Class B bedding for Flexible Pipelines using selected material from excavations"]
[]
[{"$nulls":3},"(a) 160mm dia ","m",1]
[]
[{"$nulls":3},"(b) 200mm dia ","m",1]
[]
[null,"C2.3.3",null,"Bedding for sewers (Class B and C) and fill blanket compacted to 90 % of MDD (100 % for sand):"]
[]
[null,"C2.3.3.1",null,"Bedding using selected granular material:"]
[]
[{"$nulls":3},"(a) From the excavated trench material","m³",1]
[]
[{"$nulls":3},"(b) From other excavations on Site","m³",1]
[]
[{"$nulls":3},"(d) From sources provided by the Contractor","m³",1]
[]
[{"$nulls":3},"(e) From commercial sources","m³",1]
[]
[null,"C2.3.3.2",null,"Selected fill blanket material:"]
[]
[{"$nulls":3},"(a) From the excavated trench material","m³",1]
[]
[{"$nulls":3},"(b) From other excavations on Site","m³",1]
[]
[{"$nulls":3},"(d) From sources provided by the Contractor","m³",1]
[]
[{"$nulls":3},"(e) From commercial sources","m³",1]
[]
[null,"C2.3.3.3",null,"Extra over items C2.3.3.1(a) to C2.3.3.1(c) and C2.3.3.2(a) to C2.3.3.2(c) for screening material","m³",1]
[]
[null,"C2.3.4",null,"Concrete for bedding (Class A) and encasement for sewers: "]
[]
[null,"C2.3.4.1",null,"Concrete (Class A) bedding (Class 25/19 concrete)","m³",1]
[]
[null,"C2.3.4.2",null,"Concrete encasement (Class 25/19 concrete)","m³",1]
[]
[null,"C2.3.5",null,"Manholes, inspection chambers and cleaning eyes for sewers:"]
[]
[null,"C2.3.5.1",null,"Manholes (As per drawing):"]
[]
[{"$nulls":3},"(a) 160 - 300mm dia Up to but not exceeding 1,5m deep","No",1]
[]
[{"$nulls":3},"(b) 160 - 300mm dia Over 1,5m to 2,0m deep","No",1]
[]
[null,"C2.3.5.2",null,"Extra over item C2.3.5.1 for backdrops for manholes (state type and drawing reference, etc.):"]
[]
[{"$nulls":3},"(a) 160 - 300mm dia Up to but not exceeding 1,5m deep","No",1]
[]
[{"$nulls":3},"(b) 160 - 300mm dia Over 1,5m to 2,0m deep","No",1]
[]
[null,"C2.3.6",null,"Covers and frames for sewer manholes, inspection chambers and other structures:"]
[]
[null,"C2.3.6.1",null,"SABS 558 Type 2A circular","No",1]
[]
[null,"C2.3.6.2",null,"Type A Heavy duty cover and frame with steel lip ring","No",1]
[]
[null,"C2.3.6.3",null,"Type B round replacement cover to suit existing Type 4 CI frame","No",1]
[]
[null,"C2.3.7",null,"Sewer accessories (anchor blocks, marker posts, plug stoppers, etc.):"]
[]
[null,"C2.3.7.1",null,"Anchor blocks (As per drawing)","No",1]
[]
[null,"C2.3.7.3",null,"Marker posts (As per drawing)","No",1]
[]
[null,"C2.3.7.4",null,"Plug stoppers (As per drawing)","No",1]
[]
[null,"C2.3.8",null,"Sewer connections (erf and existing line connections):"]
[]
[null,"C2.3.8.1",null,"Erf connections (state type, depth range and drawing reference):"]
[]
[{"$nulls":3},"(a) Erf Connection (One-house)","No",1]
[]
[{"$nulls":3},"(b) Erf Connection (Two-house)","No",1]
[]
[null,"C2.3.8.3",null,"Erf connections to sewer manholes:"]
[]
[{"$nulls":3},"(a) Erf Connection (One-house)","Sum",1]
[]
[{"$nulls":3},"(b) Erf Connection (Two-house)","Sum",1]
[]
[null,"C2.3.8.5",null,"Breaking into an existing sewer and building a new manhole:","Sum",1]
[]
[]
[null,"C2.3.9",null,"Raising and lowering existing sewer manholes:"]
[]
[null,"C2.3.9.1",null,"Raising manholes:","No",1]
[]
[null,"C2.3.9.2",null,"Lowering manholes:"]
[]
[{"$nulls":3},"(a) As per drawing","No",1]
[]
[null,"C2.3.10",null,"Testing of sewer manholes","No",1]
[]
[null,"C2.3.11",null,"CCTV camera inspections:"]
[]
[null,"C2.3.11.1",null,"(a) 160mm dia ","m",1]
[]
[null,"C2.3.11.2",null,"(b) 200mm dia ","m",1]
[]
[null,"C2.3.21",null,"Supply and lay water mains complete with couplings:"]
[]
[null,"C2.3.21.1",null,"uPVC Class 12 pipes as per the SANS 966 Part 1 (or similar) on Class B bedding for Flexible Pipelines using selected material from excavations"]
[]
[{"$nulls":3},"(a) 110mm dia ","m",1]
[]
[{"$nulls":3},"(b) 160mm dia ","m",1]
[]
[null,"C2.3.21.2",null,"SABS / ISO 4427  PE100, PN16, SDR 11, HDPE pipes (including all mild steel fittings and couplings) on Class B bedding for Flexible Pipelines using selected material from excavations"]
[]
[{"$nulls":3},"(a) 20 mm NB Class PE100 / PN16 / SDR 11","m",1]
[]
[{"$nulls":3},"(b) 25 mm NB Class PE100 / PN16 / SDR 11","m",1]
[]
[null,"C2.3.22",null,"Extra over item C2.3.21 for supplying and fixing water main fittings or specials complete with couplings:"]
[]
[null,"C2.3.22.1",null,"11.25 - 90 Degree Class 16 uPVC Bends"]
[]
[{"$nulls":3},"(a) 110mm dia ","No",1]
[]
[{"$nulls":3},"(b) 160mm dia ","No",1]
[]
[null,"C2.3.22.2",null,"11.25 - 90 Degree Class 16 uPVC Bends"]
[]
[{"$nulls":3},"(a) 20 mm NB Class PE100 / PN16 / SDR 11","No",1]
[]
[{"$nulls":3},"(b) 25 mm NB Class PE100 / PN16 / SDR 11","No",1]
[]
[null,"C2.3.23",null,"Extra over item C2.3.21 for supplying and fixing water main valves:"]
[]
[null,"C2.3.23.1",null,"Class 16 gate valves with socketed ends, anti-clockwise closing non-rising spindle type for the following sizes:"]
[]
[{"$nulls":3},"(a) 110mm dia ","No",1]
[]
[{"$nulls":3},"(b) 160mm dia ","No",1]
[]
[null,"C2.3.24",null,"Extra over item C2.3.21 for cutting of pipes and the supplying and fixing of extra couplings:"]
[]
[null,"C2.3.24.1",null,"SG iron fittings Grade 14 according to SABS 546, bitumen dipped, socket ending for uPVC piping according to SABS 966 with rubber rings for 1600 kPa working pressure."]
[]
[{"$nulls":3},"(a) 110mm dia ","No",1]
[]
[{"$nulls":3},"(b) 160mm dia ","No",1]
[]
[null,"C2.3.25",null,"Extra over items C2.3.21, C2.3.22 and C2.3.23 for supplying and installing joints with machined collars and special couplings:"]
[]
[null,"C2.3.25.1",null,"SG iron fittings Grade 14 according to SABS 546, bitumen dipped, socket ending for uPVC piping according to SABS 966 with rubber rings for 1600 kPa working pressure."]
[]
[{"$nulls":3},"(a) 110mm dia ","No",1]
[]
[{"$nulls":3},"(b) 160mm dia ","No",1]
[]
[null,"C2.3.26",null,"Supplying and installing pipes, specials and valves on short pipe runs:"]
[]
[null,"C2.3.26.1",null,"SG iron fittings Grade 14 according to SABS 546, bitumen dipped, socket ending for uPVC piping according to SABS 966 with rubber rings for 1600 kPa working pressure."]
[]
[{"$nulls":3},"(a) 110mm dia ","m",1]
[]
[{"$nulls":3},"(b) 160mm dia ","m",1]
[]
[null,"C2.3.27",null,"Extra over item C2.3.21 for encasing (wrapping) joints:"]
[]
[null,"C2.3.27.1",null,"Protective pipe wrapping system for pipe joints, bends and all other exposed steel pipe specials & flanges"]
[]
[{"$nulls":3},"(a) 110mm dia ","No",1]
[]
[{"$nulls":3},"(b) 160mm dia ","No",1]
[]
[null,"C2.3.28",null,"Installation of hydrants and water meters:"]
[]
[null,"C2.3.28.1",null,"Supply and install Tamper proof double-lug hydrant with stainless steel spindle as shown on drawing","No",1]
[]
[null,"C2.3.28.2",null,"40mm Water Meter, Flanged Both Ends","No",1]
[]
[null,"C2.3.29",null,"Bedding for water mains (Class B and C) and fill blanket compacted to 90 % of MDD (100 % for sand):"]
[]
[null,"C2.3.29.1",null,"Bedding using selected granular material:"]
[]
[{"$nulls":3},"(a) From the excavated trench material","m³",1]
[]
[{"$nulls":3},"(b) From other excavations on Site","m³",1]
[]
[{"$nulls":3},"(d) From sources provided by the Contractor","m³",1]
[]
[{"$nulls":3},"(e) From commercial sources","m³",1]
[]
[null,"C2.3.29.2",null,"Selected fill blanket material:"]
[]
[{"$nulls":3},"(a) From the excavated trench material","m³",1]
[]
[{"$nulls":3},"(b) From other excavations on Site","m³",1]
[]
[{"$nulls":3},"(d) From sources provided by the Contractor","m³",1]
[]
[{"$nulls":3},"(e) From commercial sources","m³",1]
[]
[null,"C2.3.29.3",null,"Extra over items C2.3.29.1(a) to C2.3.29.1(c) and C2.3.29.2(a) to C2.3.29.2(c) for screening material","m³",1]
[]
[null,"C2.3.30",null,"Concrete for bedding (Class A) and encasement for water mains:"]
[]
[null,"C2.3.30.1",null,"Concrete (Class A) bedding (Class 25/19 concrete)","m³",1]
[]
[null,"C2.3.30.2",null,"Concrete encasement (Class 25/19 concrete)","m³",1]
[]
[null,"C2.3.31",null,"Manholes, valve and hydrant chambers, etc. for water mains:"]
[]
[null,"C2.3.31.1",null,"Manholes (state type and  drawing reference)"]
[]
[{"$nulls":3},"(a) 110mm dia","No",1]
[]
[{"$nulls":3},"(b) 160mm dia","No",1]
[]
[null,"C2.3.31.2",null,"Valve chambers (gate valve, single or double air valve, etc.):"]
[]
[{"$nulls":3},"(a) 110mm dia ","No",1]
[]
[{"$nulls":3},"(b) 160mm dia ","No",1]
[]
[null,"C2.3.31.3",null,"Hydrant chambers (As per drawing)"]
[]
[{"$nulls":3},"(a) 110mm dia ","No",1]
[]
[{"$nulls":3},"(b) 160mm dia ","No",1]
[]
[null,"C2.3.33",null,"Water main accessories (anchor or thrust blocks, pedestals or marker posts, etc.):"]
[]
[null,"C2.3.33.1",null,"Anchor or thrust blocks (As per drawing)","No",1]
[]
[null,"C2.3.33.2",null,"Anchor or thrust blocks (As per drawing)","m³",1]
[]
[null,"C2.3.33.5",null,"Marker posts or blocks (As per drawing)","No",1]
[]
[null,"C2.3.34",null,"Connections to existing water mains:"]
[]
[null,"C2.3.34.1",null,"(As per drawing)","No",1]
[]
[null,"C2.3.35",null,"Raising and lowering existing manholes or valve or hydrant chambers:","%",{"$f":"H723","v":0}]
[]
[null,"C2.3.35.1",null,"Raising manholes or valve of hydrant chambers:"]
[]
[{"$nulls":3},"(a) (As per drawing)","No",1]
[]
[null,"C2.3.35.2",null,"Lowering manholes or valve or hydrant chambers:"]
[]
[{"$nulls":3},"(a) (As per drawing)","No",1]
[]
[null,"C2.3.36",null,"Disinfection of potable water pipelines:"]
[]
[null,"C2.3.36.1",null,"(a) 110mm dia ","m",1]
[]
[null,"C2.3.36.2",null,"(b) 160mm dia ","m",1]
[]
[null,"C2.4",null,"ENERGY AND OTHER SERVICES"]
[]
[null,"C2.4.1",null,"Bedding for electric power cables using material:"]
[]
[null,"C2.4.1.1",null,"Selected from the excavated trench material","m³",1]
[]
[null,"C2.4.1.2",null,"Selected from other excavations on site","m³",1]
[]
[null,"C2.4.1.4",null,"Selected from sources provided by the Contractor","m³",1]
[]
[null,"C2.4.1.5",null,"From commercial sources:"]
[]
[{"$nulls":3},"(a) Uncrushed material (G7)","m³",1]
[]
[{"$nulls":3},"(b) Crushed stone material (13.2mm aggregates)","m³",1]
[]
[null,"C2.4.2",null,"Concrete for bedding and encasement for electric power cables:"]
[]
[null,"C2.4.2.1",null,"Concrete bedding (Class C16 / 20-20 concrete)","m³",1]
[]
[null,"C2.4.2.2",null,"Concrete encasement of cables (Class C16 / 20-20 concrete)","m³",1]
[]
[null,"C2.4.3",null,"Cable laying accessories (warning tape, protection slabs, markers, etc.):"]
[]
[null,"C2.4.3.1",null,"Electrical warning tape (As per drawing)","m",1]
[]
[null,"C2.4.3.2",null,"Concrete slab protection (As per drawing)","m",1]
[]
[null,"C2.4.3.3",null,"Cable markers (As per drawing)","No",1]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C3.1","index":8,"n_rows":162,"n_cols":8,"rows_kept":162,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C3.2:  Pricing Data"]
["Section C3.1: DRAINS"]
["Item","Payment ",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
["C3.1",null,null,"DRAINS"]
[]
["C3.1.1",null,null,"Excavation for open drains: "]
[]
[null,"C3.1.1.1",null,"Excavating all material situated within the following depth ranges below the surface level using conventional methods:"]
[]
[{"$nulls":3},"(a) 0 m to 1,5 m","m³",1]
[]
[{"$nulls":3},"(b) Exceeding 1,5 m and up to 3,0 m","m³",1]
[]
[null,"C3.1.1.2",null,"Extra over sub-item C3.1.1.1 for excavation in hard and boulder material irrespective of depth","m³",1]
[]
[null,"C3.1.1.3",null,"Extra over sub-item C3.1.1.1 for excavation in stabilised existing road layers, irrespective of depth","m³",1]
[]
["C3.1.1.4",null,null,"Excavating soft material situated 0 m to 1,5 m below the surface level using labour enhanced construction methods","m³",1]
[]
[null,"C3.1.1.5",null,"Excavating intermediate material situated 0 m to 1,5 m below the surface level using labour enhanced construction methods","m³",1]
[]
["C3.1.2",null,null,"Clearing, shaping and disposal of accumulated sediment in existing unlined open drains"]
[]
[null,"C3.1.2.1",null,"Using conventional methods","m³",1]
[]
[null,"C3.1.2.2",null,"Using labour enhanced construction methods","m³",1]
[]
["C3.1.3",null,null,"Excavation, clearing and disposal of accumulated sediment in existing lined drains and drainage systems"]
[]
[null,"C3.1.3.1",null,"Using conventional methods (up to 1,5 m):"]
[]
[null,null,"(a)","(Manholes and inlet and outlet structures","m³",1]
[]
[null,null,"(b)","Culvert barrels","m³",1]
[]
[null,null,"(c)","Concrete or other lined side drains","m³",1]
[]
[null,"C3.1.3.2",null,"Using conventional methods (in excess of 1,5 m):"]
[]
[null,null,"(a)","Manholes and inlet and outlet structures","m³",1]
[]
[null,null,"(b)","Culvert barrels","m³",1]
[]
[null,null,"(c)","Concrete or other lined side drains","m³",1]
[]
[null,"C3.1.3.3",null,"Using labour enhanced construction methods:"]
[]
[null,null,"(a)","Manholes and inlet and outlet structures","m³",1]
[]
[null,null,"(b)","Culvert barrels","m³",1]
[]
[null,null,"(c)","Concrete or other lined side drains","m³",1]
[]
["C3.1.4",null,null,"Excavation and disposal of material for subsoil drainage systems:"]
[]
[null,"C3.1.4.1",null,"Excavating in all material situated within the following depth ranges below the surface:"]
[]
[{"$nulls":3},"(a) 0 m to 1,5 m","m³",1]
[]
[{"$nulls":3},"(b) Exceeding 1,5 m and up to 3,0 m","m³",1]
[]
[null,"C3.1.4.2",null,"Excavating soft material situated within 0 m to 1,5 m below the surface level using labour enhanced construction methods","m³",1]
[]
[null,"C3.1.4.3",null,"Excavating intermediate material situated within 0 m to 1,5 m below the surface level using labour enhanced construction methods","m³",1]
[]
[null,"C3.1.4.4",null,"Extra over sub-item C3.1.4.1 for excavation in hard and boulder material, irrespective of depth","m³",1]
[]
[null,"C3.1.4.5",null,"Extra over sub-item C3.1.4.1 for excavation through stabilised existing road layers","m³",1]
[]
["C3.1.5",null,null,"Impermeable backfilling to subsoil drainage systems:"]
[]
[null,"C3.1.5.1",null,"Un-stabilised natural gravel obtained from approved sources on the site","m³",1]
[]
[null,"C3.1.5.2",null,"G5 material obtained from commercial sources","m³",1]
[]
[null,"C3.1.5.3",null,"Extra over items C3.1.5.1 and C3.1.5.2 for stabilisation with 4,0 % CEM II (32.5) cement","m³",1]
[]
["C3.1.6",null,null,"Construction of banks and dykes:"]
[]
[null,"C3.1.6.1",null,"Banks and dykes using conventional methods","m³",1]
[]
[null,"C3.1.6.2",null,"Banks and dykes using labour enhanced construction methods","m³",1]
[]
["C3.1.7",null,null,"Natural permeable material in subsoil drainage systems (approved crushed stone):"]
[]
[null,"C3.1.7.1",null,"Crushed stone obtained from approved sources on the site (Coarse grade, 13.2mm)","m³",1]
[]
[null,"C3.1.7.2",null,"Crushed stone obtained from commercial sources (Coarse grade, 19mm)","m³",1]
[]
["C3.1.8",null,null,"Natural permeable material in subsoil drainage systems (approved natural sand):"]
[]
[null,"C3.1.8.1",null,"Natural sand obtained from approved sources ","m³",1]
[]
[null,"C3.1.8.2",null,"Natural sand from commercial sources","m³",1]
[]
["C3.1.9",null,null,"Pipes in subsoil drainage systems:"]
[]
[null,"C3.1.9.1",null,"U-PVC pipes and fittings, normal duty, complete with couplings (160mm dia slotted)","m",1]
[]
["C3.1.10",null,null,"Polymer film sheeting or similar approved material, for lining subsoil drainage systems:"]
[]
[null,"C3.1.10.1",null,"0,15 mm thick","m²",1]
[]
[null,"C3.1.10.2",null,"0,25 mm thick","m²",1]
[]
["C3.1.11",null,null,"Geotextiles"]
[{"$nulls":3},"Nonwoven, continuous filament, needle-punched polyester geotextile (170 g/m²)","m²",1]
[]
[{"$nulls":3},"Nonwoven, continuous filament, needle-punched polyester geotextile (200 g/m²)","m²",1]
[]
["C3.1.13",null,null,"Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems:"]
[]
[null,"C3.1.13.1",null,"Outlet structures (As per drawing)","No",1]
[]
[null,"C3.1.13.2",null,"Inspection boxes (As per drawing)","No",1]
[]
[null,"C3.1.13.3",null,"Junction boxes (As per drawing)","No",1]
[]
[null,"C3.1.13.4",null,"Cleaning eyes (As per drawing)","No",1]
[]
["C3.1.14",null,null,"Caps for subsoil drain pipes:"]
[]
[null,"C3.1.14.1",null,"Concrete caps","No",1]
[]
[null,"C3.1.14.2",null,"Cast metal iron caps","No",1]
[]
[null,"C3.1.14.3",null,"Other (glass fibre reinforced, PVC, etc.) ","No",1]
[]
["C3.1.15",null,null,"Repairing or replacing existing drainage systems","prov sum ",1,150000,{"$f":"G131","v":150000}]
[]
["C3.1.16",null,null,"Loading and hauling of material in excess of 1,0 km","m³-km",1]
[]
["C3.1.17",null,null,"Backfilling existing eroded side drains","m³",1]
[]
["C3.1.18",null,null,"Backfilling of drains with selected material compacted to 93 % of MDD prior to construction of concrete lining and  / or stone pitched lining","m³",1]
[]
["C3.1.19",null,null,"Exposing of existing subsoil drains","m³",1]
[]
["C3.1.20",null,null,"Breaking into existing drainage structures and install subsoil drain pipe","No",1]
[]
["C3.1.21",null,null,"Clearing of existing subsoil drains:"]
[]
[null,"C3.1.21.1",null,"Cleaning rod, brush and flushing","m",1]
[]
[null,"C3.1.21.2",null,"Hydro jetting","m",1]
[]
[null,"C3.1.22",null,"Test flushing of subsoil drain pipe systems","No",1]
[]
[null,"C3.1.23",null,"Subsoil drain outlet marker (As per drawing)","No",1]
[]
[null,"C3.1.24",null,"Submission of as built drawings by the Contractor","prov sum ",1,20000,{"$f":"G153","v":20000}]
{"$rows_empty":8}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C3.2","index":9,"n_rows":485,"n_cols":9,"rows_kept":485,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C3.2:  Pricing Data"]
["Section C3.2: Culverts"]
["Item","Payment ",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
["C3.2",null,null,"CULVERTS"]
[]
["C3.2.1",null,null,"Excavation for culvert structures:"]
[]
["C3.2.1.1",null,null,"Excavating in all material situated within the following depth ranges below the surface level:"]
[]
[{"$nulls":3},"(a) 0 m to 1,5 m","m³",1]
[]
[{"$nulls":3},"(b) Exceeding 1,5 m and up to 3,0 m","m³",1]
[]
[{"$nulls":3},"(c) Exceeding 3,0 m and up to 4,0 m","m³",1]
[]
["C3.2.1.2",null,null,"Excavating soft material 0 m to 1,5 m below the surface level using labour enhanced construction methods, or instructed by hand under Clause A3.2.7.2d)","m³",1]
[]
["C3.2.1.3",null,null,"Excavating intermediate material 0 m to 1,5 m below the surface level using labour enhanced construction methods, or instructed by hand under Clause A3.2.7.2d)","m³",1]
[]
["C3.2.1.4",null,null,"Extra over sub-item C3.2.1.1 for excavation in hard or boulder material, irrespective of depth","m³",1]
[]
["C3.2.1.5",null,null,"Extra over sub-item C3.2.1.1 for excavation in stabilised existing road layers, irrespective of depth","m³",1]
[]
["C3.2.2",null,null,"Backfilling:"]
[]
["C3.2.2.1",null,null,"Using the excavated material","m³",1]
[]
["C3.2.2.2",null,null,"Using imported selected material:"]
[]
[{"$nulls":3},"(a) From commercial sources (G7)","m³",1]
[]
[{"$nulls":3},"(b) From sources on site (G7)","m³",1]
[]
["C3.2.2.3",null,null,"Extra over sub-items C3.2.2.1 and C3.2.2.2 for soil cement backfilling:"]
[]
[{"$nulls":3},"(a) With wet mixture of 3 % cement","m³",1]
[]
[{"$nulls":3},"(b) With dry mixture of 3 % cement","m³",1]
[]
[{"$nulls":3},"(c) Variation in cement","kg",1]
[]
["C3.2.2.4",null,null,"Extra over sub-items C3.2.2.1 and C3.2.2.2 for screed layers (class of concrete pipe as indicated)","m³",1]
[]
["C3.2.3",null,null,"Concrete pipe culverts:"]
[null,"C3.2.3.1",null,"On Class A bedding (Concrete pipe culverts Ogee type, Class SC: Class 100D pipes)",{"$nulls":4},"X"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"550mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[{"$nulls":3},"750mm dia","m",1]
[]
[{"$nulls":3},"900mm dia","m",1]
[]
[null,"C3.2.3.2",null,"On Class B bedding (Concrete pipe culverts Ogee type, Class SC: Class 100D pipes)"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"550mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[{"$nulls":3},"750mm dia","m",1]
[]
[{"$nulls":3},"900mm dia","m",1]
[]
[null,"C3.2.3.3",null,"On Class C bedding (Concrete pipe culverts Ogee type, Class SC: Class 100D pipes)"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"550mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[{"$nulls":3},"750mm dia","m",1]
[]
[{"$nulls":3},"900mm dia","m",1]
[]
[null,"C3.2.3.3",null,"On Class C bedding (Concrete pipe culverts Ogee type, Class SC: Class 100D pipes)"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"550mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[{"$nulls":3},"750mm dia","m",1]
[]
[{"$nulls":3},"900mm dia","m",1]
[]
[null,"C3.2.3.4",null,"On Class D bedding (Concrete pipe culverts Ogee type, Class SC: Class 100D pipes)"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"550mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[{"$nulls":3},"750mm dia","m",1]
[]
[{"$nulls":3},"900mm dia","m",1]
[]
[null,"C3.2.3.5",null,"Provision of skew ends of pipe culvert "]
[]
[{"$nulls":3},"450mm dia","No",1]
[]
[{"$nulls":3},"550mm dia","No",1]
[]
[{"$nulls":3},"600mm dia","No",1]
[]
[{"$nulls":3},"750mm dia","No",1]
[]
[{"$nulls":3},"900mm dia","No",1]
[]
[]
["C3.2.5",null,null,"Rectangular culverts with prefabricated elements:"]
[]
[null,"C3.2.5.1",null,"Prefabricated portal culverts; wall and roof combination"]
[]
[{"$nulls":3},"600 mm x 450 mm Class 200S","m",1]
[]
[{"$nulls":3},"900 mm x 450 mm Class 175S","m",1]
[]
[{"$nulls":3},"1200 mm x 450 mm Class 150S","m",1]
[]
[{"$nulls":3},"600 mm x 600 mm Class 200S","m",1]
[]
[{"$nulls":3},"900 mm x 600 mm Class 175S","m",1]
[]
[{"$nulls":3},"1200mm x 600 mm Type 150s","m",1]
[]
[{"$nulls":3},"1200 mm x 900 mm Class 150S","m",1]
[]
[{"$nulls":3},"1800 mm x 1800 mm Class 75S","m",1]
[]
[null,"C3.2.6",null,"Extra over items C3.2.3, C3.2.4 and C3.2.5 for constructing inclined culverts","m",1]
[]
[null,"C3.2.7",null,"Cast-in-situ concrete and formwork:"]
[]
[null,"C3.2.7.1",null,"In Class A bedding, screeds, concrete backfill and the encasing for pipes, including formwork (Class 30/20)","m³",1]
[]
[null,"C3.2.7.2",null,"In complete in-situ floor slabs for rectangular culverts, manholes and catchpits including formwork, joints and Class U2 surface finish (Class 30/20) (installed at a standard depth of 1,0 m)","m³",1]
[]
[null,"C3.2.7.3",null,"In walls, excluding formwork but including Class U2 surface finish (Class 30/20)","m³",1]
[]
[null,"C3.2.7.4",null,"In roof slabs for rectangular culverts, excluding formwork but including Class U2 surfacing finish and joints (Class 30/20)","m³",1]
[]
[null,"C3.2.7.5",null,"In inlet and outlet structures including kerbs, chutes and downpipes, skewed ends, catchpits, manholes, thrust and anchor blocks, excluding formwork but including Class U2 surfacing finish (Class 30/20)","m³",1]
[]
[null,"C3.2.7.6",null,"Formwork of concrete under items C3.2.7.3 to 5 above","m²",1]
[]
[{"$nulls":3},"Vertical formwork for F1 surface finish","m²",1]
[]
[{"$nulls":3},"Vertical formwork for F2 surface finish","m²",1]
[]
[null,"C3.2.7.7",null,"Concrete linings for the inverts of metal culverts, including formwork and Class U2 surface finish (Class 30/20)","m³",1]
[]
["C3.2.8",null,null,"Concrete backfill or encasement for culverts (Class 20/20)","m³",1]
[]
["C3.2.9",null,null,"Prefabricated concrete inlets and outlets to culverts (Class 30/20)\t","No",1]
[]
["C3.2.10",null,null,"Reinforcement:"]
[]
[null,"C3.2.10.1",null,"Mild steel bars","t",1]
[]
[null,"C3.2.10.2",null,"High-tensile steel bars","t",1]
[]
[null,"C3.2.10.3",null,"Welded steel fabric (Ref 3.95)","kg",1]
[]
[null,"C3.2.11",null,"Anchoring of reinforcing steel:","No",1]
[]
[null,"C3.2.13",null,"Removing and re-laying existing culverts:"]
[]
[null,"C3.2.13.1",null,"Removing and stacking existing culverts for re-use"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[null,"C3.2.13.2",null,"Removing and re-laying existing culverts without stacking on Class B bedding (Concrete pipe culverts Ogee type,\r\nClass SC: Class 100D pipes)",{"$nulls":4},"X"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[null,"C3.2.13.3",null,"Re-laying existing culverts from stacking on Class B bedding (Concrete pipe culverts Ogee type,\r\nClass SC: Class 100D pipes)"]
[]
[{"$nulls":3},"450mm dia","m",1]
[]
[{"$nulls":3},"600mm dia","m",1]
[]
[null,"C3.2.14",null,"Protective mastic asphalt coating for corrugated metal culvert units by spray gun","m²",1]
[]
[null,"C3.2.15",null,"Manholes and catch pits, with prefabricated elements:"]
[]
[null,"C3.2.15.1",null,"Prefabricated floors (installed at a standard depth of 1,0 m):"]
[]
[{"$nulls":3},"(a) As per drawing","No",1]
[]
[null,"C3.2.15.2",null,"Prefabricated roofs:"]
[]
[{"$nulls":3},"(a) As per drawing","No",1]
[]
[null,"C3.2.15.3",null,"Prefabricated walls:"]
[]
[{"$nulls":3},"(a) As per drawing","m",1]
[]
[null,"C3.2.15.4",null,"Extra over item C3.2.15.1 and C3.2.7.2 for variations in the depths of all types of concrete manholes with prefabricated, or in-situ concrete or brickwork wall combinations deeper than 1,0 m designated for tendering purposes","m",1]
[]
[null,"C3.2.16",null,"Brickwork (engineering bricks):"]
[]
[null,"C3.2.16.1",null,"115 mm thick","m²",1]
[]
[null,"C3.2.16.2",null,"230 mm thick","m²",1]
[]
[null,"C3.2.16.3",null,"345 mm thick","m²",1]
[]
[null,"C3.2.17",null,"Plaster","m²",1]
[]
[null,"C3.2.18",null,"Benching","m³",1]
[]
[null,"C3.2.19",null,"Accessories:"]
[]
[null,"C3.2.19.1",null,"Manhole covers including frames"]
[]
[{"$nulls":3},"Type 2A, SABS 558/1973","No",1]
[]
[{"$nulls":3},"Type 2B, SABS 558/1973","No",1]
[]
[{"$nulls":3},"Type 4, SABS 558/1973","No",1]
[]
[null,"C3.2.19.2",null,"Inlet grids or covers"]
[]
[{"$nulls":3},"Type 6, SABS 1115","No",1]
[]
[{"$nulls":3},"TPA type 40","No",1]
[]
[{"$nulls":3},"TPA type 80","No",1]
[]
[null,"C3.2.19.7",null,"Step irons"]
[]
[{"$nulls":3},"Galvanised step irons to BS1247","No",1]
[]
[{"$nulls":3},"Galvanised reinforcing bar","No",1]
[]
[null,"C3.2.20",null,"Anchors for pipes (description)","No"]
[]
[null,"C3.2.21",null,"Prefabricated reinforced-concrete skew end units for concrete culverts constructed at a skew angle on Class B bedding (Concrete pipe culverts Ogee type, Class SC: Class 100D pipes)"]
[]
[{"$nulls":3},"450mm dia","No",1]
[]
[{"$nulls":3},"550mm dia","No",1]
[]
[{"$nulls":3},"600mm dia","No",1]
[]
[{"$nulls":3},"750mm dia","No",1]
[]
[{"$nulls":3},"900mm dia","No",1]
[]
["C3.2.22",null,null,"Cutting of concrete pipes (450mm dia to 900mm dia)","No",1]
[]
["C3.2.23",null,null,"Breaking into existing drainage structures and building in pipes or culverts of the following size (450mm dia to 900mm dia)","No",1]
[]
["C3.2.24",null,null,"Compaction of bedding for inlets, outlets, manholes and catchpits:"]
[]
[null,"C3.2.24.1",null,"Preparation and compaction of in-situ bedding material to 90 % of MDD (up to 300mm)","m³",1]
[]
[null,"C3.2.24.2",null,"Extra-over sub-item C3.2.24.1 for compaction to 93 % of MDD (up to 300mm)","m³",1]
[]
["C3.2.25",null,null,"Painting of exposed steel bars with two coats of zinc rich primer (type specified)","ℓ",1]
["C3.2.27",null,null,"Repair with epoxy mortar","ℓ",1]
[]
[null,"C3.3",null,"CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS"]
[]
[null,"C3.3.1",null,"Concrete kerbing:"]
[]
[null,"C3.3.1.1",null,"Prefabricated kerbing to be bedded on material that consists of crushed stone, cinders, slag, sand or other approved porous material with a maximum particle size of 13,2 mm:"]
[]
[{"$nulls":3},"(a) SANS 927 fig. 3 kerb"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(b) SANS 927 fig. 4"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(c) SANS 927 fig. 7"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(d) SANS 927 fig. 8c"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[null,"C3.3.1.2",null,"Cast-in-situ kerbing:"]
[]
[{"$nulls":3},"(a) Fig 3 (class 20/19)"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(b) Fig 4 (class 20/19)"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(c) Fig 7 (class 20/19)"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(d) Fig 8c (class 20/19)"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[null,"C3.3.2",null,"Concrete kerbing-channeling combination:"]
[]
[null,"C3.3.2.1",null,"Prefabricated kerbing-channeling to be bedded on material that consists of crushed stone, cinders, slag, sand or other approved porous material with a maximum particle size of 13,2 mm (300mm wide cast in situ concrete channel)"]
[]
[{"$nulls":3},"(a) Precast SANS 927 fig. 3 kerb and with 300mm cast in situ class 30/20 concrete channel as shown on drawings"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(b) Precast SANS 927 fig. 4 kerb and with 300mm cast in situ class 30/20 concrete channel as shown on drawings"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(c) Precast SANS 927 fig. 7 kerb and with 300mm cast in situ class 30/20 concrete channel as shown on drawings"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[{"$nulls":3},"(d) Precast SANS 927 fig. 8c kerb and with 300mm cast in situ class 30/20 concrete channel as shown on drawings"]
[]
[{"$nulls":3},"Radius 1 m to 4 m","m",1]
[]
[{"$nulls":3},"Radius 4.01 m to 20 m","m",1]
[]
[{"$nulls":3},"Straight and to radius not less than 20 m","m",1]
[]
[null,"C3.3.3",null,"Extra over items C3.3.1 and C3.3.2 for concrete kerbing or concrete kerbing and channeling on curves:"]
[]
[null,"C3.3.3.1",null,"On curves of radii more than or equal to 5,0 m but less than 20,0 m","m",1]
[]
[null,"C3.3.3.2",null,"On curves with radii more than or equal to 1,0 m but less than 5,0 m","m",1]
[]
[null,"C3.3.3.3",null,"On curves with radii less than 1,0 m","m",1]
[]
[null,"C3.3.4",null,"Extra over item C3.3.2 for drop kerbs at pedestrian crossings and driveways","m",1]
[]
[null,"C3.3.5",null,"Asphalt berms:"]
[]
[null,"C3.3.5.1",null,"Asphalt berms placed where there are no vehicle restraint systems","m",1]
[]
[null,"C3.3.5.2",null,"Asphalt berms placed at existing vehicle restraint systems ","m",1]
[]
[null,"C3.3.5.3",null,"Prime coat (MC -10 cut-back bitumen)","m²",1]
[]
[null,"C3.3.5.4",null,"Bond coat (Stable – grade 30 % net bitumen emulsion as specified. Applied with a calibrated distributer)","m²",1]
[]
[null,"C3.3.6",null,"Concrete chutes (typical designs):"]
[]
[null,"C3.3.6.1",null,"Prefabricated concrete chutes","m",1]
[]
[null,"C3.3.6.2",null,"Cast-in-situ concrete chutes","m",1]
[]
[null,"C3.3.6.3",null,"Stone pitched chutes ","m",1]
[]
[null,"C3.3.7",null,"Cast-in-situ concrete chutes (measured by components):"]
[]
[null,"C3.3.7.1",null,"Concrete (class 25/20)","m³",1]
[]
[null,"C3.3.7.2",null,"Formwork (F2 surface finish)","m²",1]
[]
[null,"C3.3.7.3",null,"Stone pitched chutes:"]
[]
[{"$nulls":3},"(a) Grouted stone pitching ","m²",1]
[]
[{"$nulls":3},"(b) Grouted stone pitching on a concrete bed (class 25/20)","m²",1]
[]
[null,"C3.3.8",null,"Linings for open drains:"]
[]
[null,"C3.3.8.1",null,"Cast-in-situ concrete lining "]
[]
[{"$nulls":3},"Cast in-situ concrete lining class 25/19 for 1200 mm wide, 150 mm thick side drain allowing erf access, Type 1.1","m³",1]
[]
[{"$nulls":3},"Cast in-situ concrete lining class 25/19 for 1500 mm wide, 150 mm thick side drain allowing erf access, Type 1.2","m³",1]
[]
[{"$nulls":3},"Cast in-situ concrete lining class 25/19 for 1500 mm wide, 150 mm thick side drain allowing erf access, Type 1.3","m³",1]
[]
[{"$nulls":3},"Cast in-situ concrete lining class 25/19 for 1500 mm wide, 150 mm thick side drain with no erf access, Type 2","m³",1]
[]
[{"$nulls":3},"Cast in-situ concrete lining class 25/19 for 2400 mm wide, 150 mm thick side drain allowing erf access, Type 3","m³",1]
[]
[{"$nulls":3},"Cast in-situ concrete lining class 25/19 for 2000 mm wide, 150 mm thick side drain with no erf access","m³",1]
[]
[null,"C3.3.8.2",null,"Class U2 surface finish to cast-in-situ concrete (for all open drains)","m²",1]
[]
[null,"C3.3.8.3",null,"Stone pitched lining (200 mm thickness):"]
[]
[{"$nulls":3},"(a) Grouted stone pitching","m²",1]
[]
[{"$nulls":3},"(b) Grouted stone pitching on a concrete bed (class 25/20)","m²",1]
[]
[null,"C3.3.9",null,"Formwork to cast-in-situ concrete lining for open drains (Class F2 surface finish):"]
[]
[null,"C3.3.9.1",null,"To sides with formwork on the internal face only","m²",1]
[]
[null,"C3.3.9.2",null,"To sides with formwork on both internal and external faces (each face measured)","m²",1]
[]
[null,"C3.3.9.3",null,"To ends of slabs","m²",1]
[]
[null,"C3.3.10",null,"Sealed joints in concrete and stone pitched linings of open drains"]
[]
[{"$nulls":3},"Polysulphide sealants","m",1]
[]
[{"$nulls":3},"Polyurethane-based sealant","m",1]
[]
[{"$nulls":3},"Silicone-based sealant","m",1]
[]
[null,"C3.3.11",null,"Concrete screed or backfill below chutes (20mm thick mix proportion of 1 part of cement (CEM I strength class 32,5 N complying with SANS 50197-1) to 4 parts of sand by volume)","m³",1]
[]
[null,"C3.3.12",null,"Reinforcement:"]
[]
[null,"C3.3.12.1",null,"Mild steel bars","t",1]
[]
[null,"C3.3.12.2",null,"High-tensile steel bars","t",1]
[]
[null,"C3.3.12.3",null,"Welded steel fabric","kg",1]
[]
[null,"C3.3.13",null,"Polymer film sheeting (0,15 mm thick) for concrete-lined open drains","m²",1]
[]
[null,"C3.3.14",null,"Cutting bituminous surfacing and pavement layers for concrete kerbing, channeling or concrete-lined drains","m",1]
[]
[null,"C3.3.15",null,"Energy dissipaters in outlet structures:"]
[]
[null,"C3.3.15.1",null,"Precast concrete blocks in outlet structures","No",1]
[]
[null,"C3.3.15.2",null,"Stones set in outlet structures","m²",1]
[]
[null,"C3.3.16",null,"Demolition and removal of existing kerbs and / or channels","m³",1]

{"sheet":"C3.3","index":10,"n_rows":88,"n_cols":9,"rows_kept":88,"merged":[[3,0,3,5],[4,0,5,0],[4,3,5,3],[4,4,5,4],[4,5,5,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C3.3:  Pricing Data"]
["Section C3.3: Concrete kerbing and channeling, asphalt berms, chutes, downpipes, as well as conrete, stone pitched"]
["           and gabion linings for open drains"]
["Item","Payment ",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C3.3.1",null,null,"Concrete kerbing:"]
[null,"C3.3.1.1",null,"Prefabricated kerbing (Various types of kerb to SABS 927 with in-situ concrete class 15/19 bedding and continous haunching)",{"$nulls":4},"X"]
[]
[{"$nulls":3},"Supply and install precast concrete kerbing"]
[]
[null,null," (a) 1. Fig 3 kerbing"]
[]
[null,null,".1","Straight sections","m",1]
[]
[null,null,".2","Curved sections, radius over 20m","m",1]
[]
[null,null,".3","Curved sections, radius over 4m, but "]
[{"$nulls":3},"up to and including 20m","m",1]
[]
[null,null,".4","Curved sections, radius over 1m, but "]
[{"$nulls":3},"up to and including 4m","m",1]
[]
[]
[null,null,"(a) 2. Fig 7 kerbing"]
[]
[null,null,".1","Straight sections","m",1]
[]
[null,null,".2","Curved sections, radius over 20m","m",1]
[]
[null,null,".3","Curved sections, radius over 4m, but "]
[{"$nulls":3},"up to and including 20m","m",1]
[]
[null,null,".4","Curved sections, radius over 1m, but "]
[{"$nulls":3},"up to and including 4m","m",1]
[]
[]
[null,null," (a) 3. Fig 8C kerbing"]
[]
[null,null,".1","Straight sections","m",1]
[]
[null,null,".2","Curved sections, radius over 20m","m",1]
[]
[null,null,".3","Curved sections, radius over 4m, but "]
[{"$nulls":3},"up to and including 20m","m",1]
[]
[null,null,".4","Curved sections, radius over 1m, but "]
[{"$nulls":3},"up to and including 4m","m",1]
[]
[null,null,"(a) 4. Other"]
[]
[null,null,".1","Straight sections","m",1]
[]
[null,null,".2","Curved sections, radius over 20m","m",1]
[]
[null,null,".3","Curved sections, radius over 4m, but "]
[{"$nulls":3},"up to and including 20m","m",1]
[]
[null,null,".4","Curved sections, radius over 1m, but "]
[{"$nulls":3},"up to and including 4m","m",1]
[]
["C3.3.3",null,null,"Extra over items C3.3.1 and C3.3.2 for concrete kerbing or concrete kerbing and channeling on curves"]
[]
[null,"C3.3.3.1",null,"On curves of radii more than or equal to 5,0m but less than 20m","m",1]
[null,"C3.3.3.2",null,"On curves with radii more than or equal to 1,0m but less than 5,0m","m",1]
[null,"C3.3.3.3",null,"On curves with radii less than 1,0m","m",1]
[]
["C3.3.4",null,null,"Extra over item C3.3.2 for drop kerbs at pedestrian crossings and driveways","m",1]
[]
[]
["C3.3.14",null,null,"Cutting bituminous surfacing and pavement layers for concrete kerbing, channeling or concrete-lined drains","m",1]
[]
["C3.3.15",null,null,"Energy dissipaters in outlet structures"]
[]
[null,"C3.3.15.1",null,"Precast concrete blocks in outlet structures","No.",1]
[]
["C3.3.16",null,null,"Demolition and removal of existing kerbs and/or channel (various sizes)","m3",1]
{"$rows_empty":9}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C4,2","index":11,"n_rows":135,"n_cols":6,"rows_kept":135,"merged":[[134,0,134,1]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C3.2:  Pricing Data"]
["Section C4.2: CUT MATERIALS"]
[]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C4.2","CUT MATERIALS"]
[]
["C4.2.1","Compiling and implementing M&U plans for the cuttings:"]
[]
["C4.2.1.1","Cuttings exceeding 5 000 m³ up to 10 000 m³","No",1]
[]
["C4.2.1.2","Cuttings exceeding 10 000 m³ up to 20 000 m³","No",1]
[]
["C4.2.1.3","Cuttings exceeding 20 000 m³ up to 50 000 m³","No",1]
[]
["C4.2.1.4","Cuttings exceeding 50 000 m³ up to 100 000 m³","No",1]
[]
["C4.2.1.5","Cuttings larger than 100 000 m³","No",1]
[]
["C4.2.2","Additional material investigations during the supplementary exploration:"]
[]
["C4.2.2.1","Cost of additional trial pits and / or drilling and laboratory testing","prov sum ",1,30000,{"$f":"E22","v":30000}]
[]
["C4.2.2.2","Handling costs and profit in respect of item C4.2.2.1","%",{"$f":"F22","v":30000}]
[]
["C4.2.3","Excavating of materials in cuttings, material obtained from:"]
[]
["C4.2.3.1","Soft excavation","m³",1]
[]
["C4.2.3.2","Boulder excavation class A","m³",1]
[]
["C4.2.3.3","Boulder excavation class B","m³",1]
[]
["C4.2.3.4","Hard excavation (other than by blasting)","m³",1]
[]
["C4.2.3.5","Hard excavation (by blasting)","m³",1]
[]
["C4.2.4","Excavating of materials in box cuts, material obtained from:"]
[]
["C4.2.4.1\t","Soft excavation","m³",1]
[]
["C4.2.4.2","Boulder excavation class A","m³",1]
[]
["C4.2.4.3","Boulder excavation class B","m³",1]
[]
["C4.2.4.4","Hard excavation (other than by blasting)","m³",1]
[]
["C4.2.4.5","Hard excavation (by blasting)","m³",1]
[]
["C4.2.5","Excavating of materials in designated excavations, material obtained from:"]
[]
["C4.2.5.1","Soft excavation","m³",1]
[]
["C4.2.5.2","Boulder excavation class A","m³",1]
[]
["C4.2.5.3","Boulder excavation class B","m³",1]
[]
["C4.2.5.4","Hard excavation (other than by blasting)","m³",1]
[]
["C4.2.5.5","Hard excavation (by blasting)","m³",1]
[]
["C4.2.6","Widening of existing cuttings:"]
[]
["C4.2.6.1","Soft excavation","m³",1]
[]
["C4.2.6.2","Boulder excavation class A","m³",1]
[]
["C4.2.6.3","Boulder excavation class B","m³",1]
[]
["C4.2.6.4","Hard excavation (other than by blasting)","m³",1]
[]
["C4.2.6.5","Hard excavation (by blasting)","m³",1]
[]
["C4.2.7","Removal of unsuitable stable cut material to spoil:"]
[]
["C4.2.7.1","In layer thicknesses of 200 mm and less","m³",1]
[]
["C4.2.7.2","In layer thicknesses exceeding 200 mm","m³",1]
[]
["C4.2.8","Excavate material to spoil in sites designated by the Employer, material obtained from:"]
[]
["C4.2.8.1","Soft excavation, overburden and unsuitable material","m³",1]
[]
["C4.2.8.2","Boulder excavation class A","m³",1]
[]
["C4.2.8.3","Boulder excavation class B","m³",1]
[]
["C4.2.8.4","Hard excavation (other than by blasting)","m³",1]
[]
["C4.2.8.5","Hard excavation (by blasting)","m³",1]
[]
["C4.2.9","Excavate material to spoil in sites designated by the Contractor, material obtained from:"]
[]
["C4.2.9.1","Soft excavation, overburden and unsuitable material","m³",1]
[]
["C4.2.9.2","Boulder excavation class A","m³",1]
[]
["C4.2.9.3","Boulder excavation class B","m³",1]
[]
["C4.2.9.4","Hard excavation (other than by blasting)","m³",1]
[]
["C4.2.9.5","Hard excavation (by blasting)","m³",1]
[]
["C4.2.10","Backfilling of the unavoidable overbreak in hard and boulder excavation:"]
[]
["C4.2.10.1","Compliant gravel material","m³",1]
[]
["C4.2.10.2","Soil cement (stiff mix with 3 % cement)","m³",1]
[]
["C4.2.10.3","Soil cement (wet mix with 5 % cement)","m³",1]
[]
["C4.2.10.4","Concrete class 15 MPa","m³",1]
[]
["C4.2.11","Breaking down oversize material","m³",1]
[]
["C4.2.12","Finishing the side slopes:"]
[]
["C4.2.12.1","Cuttings:"]
[]
[null,"(a) In soft material","m²",1]
[]
[null,"(b) In boulder material class A and B","m²",1]
[]
[null,"(c) In hard material","m²",1]
[]
[null,"(d) In soft material using labour enhanced methods of construction","m²",1]
[]
["C4.2.12.2","Designated excavations","m²",1]
[]
["C4.2.12.3","Designated excavations using labour enhanced methods of construction","m²",1]
[]
[]
[]
[]
["Total Carried Forward to Summary "]

{"sheet":"C4.3","index":12,"n_rows":191,"n_cols":8,"rows_kept":191,"merged":[[3,0,4,0],[3,2,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C4.3:  Pricing Data"]
["Section C4.3: Existing Road Materials"]
["Item","Payment",null,null,"Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C4.3.1",null,null,"Additional material investigations"]
[]
[null,"C4.3.1.1",null,"Cost of additional core drilling and trial pits, sampling of asphalt and laboratory testing","Prov. Sum",1,{"v":10000,"d":"R10,000"},{"$f":"F9*G9","v":{"v":10000,"d":"R10,000.00"}}]
[]
[null,"C4.3.1.2",null,"Handling cost and profit in respect of item C4.3.1.1","%",{"v":10000,"d":"R10,000"}]
[]
["C4.3.2",null,null,"Cleaning the existing road surface"]
[null,"C4.3.2.1",null,"Cost to clean the road surface","Prov. Sum",1,{"v":10000,"d":"R10,000"},{"$f":"F14*G14","v":{"v":10000,"d":"R10,000.00"}}]
[]
[null,"C4.3.2.2",null,"Handling costs and profit in respect of item C4.3.2.1","%",{"v":10000,"d":"R10,000"}]
[]
["C4.3.3",null,null,"Removal of bituminous seal surfacing (thickness not exceeding 30mm)","m2",1]
[]
["C4.3.4",null,null,"Saw-cutting existing materials within the following average depth ranges"]
[]
[null,"C4.3.4.1",null,"Asphalt material:"]
[]
[null,null,"(a)","Up to 50 mm","m",1]
[]
[null,null,"(b)","Exceeding 50 mm and up to 100 mm","m",1]
[]
[null,null,"(c)","Exceeding 100 mm and up to 150 mm","m",1]
[]
[null,"C4.3.4.2","(a)","Crushed stone and gravel material:"]
[]
[null,null,"(b)","Up to 100 mm","m",1]
[]
[{"$nulls":3},"Exceeding 100 mm and up to 200 mm","m",1]
[]
[null,"C4.3.4.3",null,"Cemented material:"]
[]
[null,null,"(a)","Up to 100 mm","m",1]
[]
[null,null,"(b)","Exceeding 100 mm and up to 200 mm","m",1]
[]
[null,"C4.3.4.3",null,"Cemented material:"]
[]
[null,null,"(a)","Up to 100 mm","m",1]
[]
[null,null,"(b)","Exceeding 100 mm and up to 200 mm","m",1]
[]
[null,"C4.3.4.4",null,"Concrete material:"]
[]
[null,null,"(a)","Up to 50 mm","m",1]
[]
[null,null,"(b)","Exceeding 50 mm and up to 100 mm","m",1]
[]
[null,null,"(c)","Exceeding 100 mm and up to 150 mm","m",1]
[]
["C4.3.5",null,null,"Providing the milling machine on the site"]
[]
[null,"C4.3.5.1",null,"Small milling machine with a cutting width of 1,2m or smaller","No.",1]
[]
[null,"C4.3.5.2",null,"Large milling machine with a cutting width exceeding 1,2m","No.",1]
[]
["C4.3.6",null,null,"Milling and removal of existing asphalt layers with an average milling depth (Contractor takes ownership)"]
[]
[null,"C4.3.6.1",null,"Not exceeding 50mm","m3",1]
[]
[null,"C4.3.6.2",null,"Exceeding 50mm but not exceeding 100mm","m3",1]
[]
[null,"C4.3.6.3",null,"Exceeding 100 mm","m³",1]
[]
["C4.3.8",null,null,"Excavating material by milling"]
[]
[null,"C4.3.8.1",null,"Crushed stone material","m3",1]
[]
[null,"C4.3.8.2",null,"Cemented material","m3",1]
[]
[null,"C4.3.8.3",null,"Natural gravel material","m3",1]
[]
["C4.3.9",null,null,"Excavating material by using conventional road construction equipment"]
[]
[null,"C4.3.9.1",null,"Asphalt material","m3",1]
[]
[null,"C4.3.9.2",null,"Crushed stone and macadam materials","m3",1]
[]
[null,"C4.3.9.3",null,"Cemented material","m3",1]
[]
[null,"C4.3.9.4",null,"Natural gravel and sand materials","m3",1]
[]
[null,"C4.3.9.5",null,"Coarse fill and rock fill","m3",1]
[]
["C4.3.10",null,null,"Excavating material by using labour enhanced methods of construction"]
[null,"C4.3.10.1",null,"Asphalt material","m3",1]
[null,"C4.3.10.2",null,"Crushed stone and macadam materials","m3",1]
[null,"C4.3.10.3",null,"Cemented material","m3",1]
[null,"C4.3.10.4",null,"Natural gravel and sand materials","m3",1]
["C4.3.11",null,null,"Breaking down a stabilised layer by using conventional road construction equipment","m3",1]
[]
["C4.3.12",null,null,"Removing of existing concrete material within the following average depth ranges"]
[]
[null,"C4.3.12.1",null,"The break-up method:"]
[]
[null,null,"(a)","Not exceeding 150 mm","m3",1]
[]
[null,null,"(b)","Exceeding 150 mm but not exceeding 250 mm","m3",1]
[]
[null,"C4.3.12.2",null,"The break-up method using labour enhanced methods of construction:"]
[]
[null,null,"(a)","Not exceeding 75 mm","m3",1]
[]
[null,null,"(b)","Exceeding 75 mm but not exceeding 200 mm","m3",1]
[]
[null,"C4.3.12.3",null,"The lift-out method:"]
[]
[null,null,"(a)","Not exceeding 150 mm","m3",1]
[]
[null,null,"(b)","Exceeding 150 mm but not exceeding 250 mm","m3",1]
[]
["C4.3.13",null,null,"Lifting of existing paving blocks (various sizes)"]
[null,"C4.3.13.1",null,"Using construction equipment","m²",1]
[null,"C4.3.13.2",null,"Using labour enhanced methods of construction","m²",1]
[]
["C4.3.14",null,null,"Removing of existing road edging and services structures"]
[null,"C4.3.14.1",null,"Removing of existing road edging using construction equipment:"]
[]
[null,null,"(a)","Kerbing and edge beams: "]
[]
[null,null,"(i)","In situ concrete kerbing and edge beams","m3",1]
[]
[null,null,"(ii)","Precast concrete kerbing (figure 3, 7 and 8c)","m",1]
[]
[null,null,"(iii)","Precast concrete kerbing (figure 3, 7 and 8c) and situ concrete channel ","m",1]
[]
[null,null,"(b)","Kerb inlets","No.",1]
[]
[null,null,"(c)","Grid inlets","No.",1]
[]
[null,"C4.3.14.2",null,"Removing of existing road edging using labour enhanced methods of construction:"]
[]
[null,null,"(a)","Kerbing and edge beams: "]
[]
[null,null,"(i)","In situ concrete kerbing and edge beams","m3",1]
[]
[null,null,"(ii)","Precast concrete kerbing (figure 3, 7 and 8c)","m",1]
[]
[null,null,"(iii)","Precast concrete kerbing (figure 3, 7 and 8c) and situ concrete channel ","m",1]
[]
[null,null,"(b)","Kerb inlets","No.",1]
[]
[null,null,"(c)","Grid inlets","No.",1]
[]
["C4.3.15",null,null,"Stockpiling of road layer materials"]
[null,"C4.3.15.1",null,"Asphalt material","m3",1]
[null,"C4.3.15.2",null,"Crushed stone material","m3",1]
[null,"C4.3.15.3",null,"Cemented material","m3",1]
[null,"C4.3.15.4",null,"Natural gravel material","m3",1]
[null,"C4.3.15.5",null,"Concrete pavements","m3",1]
[]
["C4.3.16",null,null,"Stacking paving blocks and road edging"]
[]
[null,"C4.3.16.1",null,"Paving blocks (80 mm interlock grey)","No.",1]
[]
[null,"C4.3.16.2",null,"Precast concrete kerbing","No.",1]
[]
[null,"C4.3.16.3",null,"Precast kerb inlets","No.",1]
[]
[null,"C4.3.16.4",null,"Precast manholes","No.",1]
[]
["C4.3.17",null,null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Employer, material consisting of"]
[null,"C4.3.17.1",null,"Asphalt material","m3",1]
[null,"C4.3.17.2",null,"Crushed stone, macadam, gravel and sand material","m3",1]
[null,"C4.3.17.3",null,"Cemented material","m3",1]
[null,"C4.3.17.4",null,"Concrete material","m3",1]
[]
["C4.3.18",null,null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of"]
[null,"C4.3.18.1",null,"Asphalt material","m3",1]
[null,"C4.3.18.2",null,"Crushed stone, macadam, gravel and sand material","m3",1]
[null,"C4.3.18.3",null,"Cemented material","m3",1]
[null,"C4.3.18.4",null,"Concrete material","m3",1]
[]
["C4.3.19",null,null,"Spoiling of paving blocks and road edging in spoil sites designated by the Employer"]
[null,"C4.3.19.1",null,"Paving blocks","m3",1]
[null,"C4.3.19.2",null,"Precast and in situ concrete kerbing, edge beams and channels at precast kerbing","m3",1]
[null,"C4.3.19.3",null,"Kerb and grid inlets, and other services structures","No.",1]
[]
["C4.3.20",null,null,"Spoiling of paving blocks and road edging in spoil sites designated by the Contractor"]
[null,"C4.3.20.1",null,"Paving blocks","m3",1]
[null,"C4.3.20.2",null,"Precast and in situ concrete kerbing, edge beams and channels at precast kerbing","m3",1]
[null,"C4.3.20.3",null,"Kerb and grid inlets, and other services structures","No.",1]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C4.4","index":13,"n_rows":141,"n_cols":8,"rows_kept":141,"merged":[[3,0,4,0],[3,2,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C4.4:  Pricing Data"]
["Section C4.4: Commercial Materials"]
["Item","Payment","Description",null,"Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C4.4.1",null,null,"Commercial materials identified by the Employer from commercial, private or other non-commercial suppliers  "]
[null,"C4.4.1.1",null,"Pavement layer material:"]
[null,null,"(a)","Type G1 material","m3",1]
[]
[null,null,"(b)"," Type G2 Material","m3",1]
[]
[null,null,"(c)","Type G3 material","m3",1]
[]
[null,null,"(d)","Type G4 material","m3",1]
[]
[null,null,"(e)","Type G5 material","m3",1]
[]
[null,null,"(f)"," Type G6 Material","m3",1]
[]
[null,null,"(g)","Type G7 material","m3",1]
[]
[null,null,"(h)","Type G8 materila","m3",1]
[]
[null,null,"(i)","Type G9 materials","m3",1]
[]
[null,null,"(m)"," Sand for the base and shoulder layers","m3",1]
[]
[null,null,"(n)","Sand for a subbase layer","m3",1]
[]
[null,null,"(o)"," Sand for a selected layer","m3",1]
[]
[null,null,"(p)"," Natural or crushed gravel material for an unsealed shoulder layer","m3",1]
[]
[null,null,"(q)","Natural or crushed gravel material for the wearing course of an unsealed road","m3",1]
[]
[null,"C4.4.1.2",null,"Macadam material:"]
[]
[{"$nulls":3},"(a) Coarse aggregate","m³",1]
[]
[{"$nulls":3},"(b) Fine aggregate","m³",1]
[]
[null,"C4.4.1.3",null,"Drainage blanket layer material","m³",1]
[]
[null,"C4.4.1.4",null,"Soil cement material (pre-blended by the supplier)","m³",1]
[]
[null,"C4.4.1.5",null,"Fill material in the earthworks:"]
[]
[{"$nulls":3},"(a) Normal or coarse fill","m³",1]
[]
[{"$nulls":3},"(b) Rock fill","m³",1]
[]
[{"$nulls":3},"(c) Sand","m³",1]
[]
[null,"C4.4.1.6",null,"Pioneer material","m³",1]
[]
["C4.4.2",null,null,"Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:"]
[]
[null,"C4.4.2.1",null,"Pavement layer material:"]
[]
[null,null,"(a) ","Type G1 material","m³",1]
[]
[null,null,"(b) ","Type G2 material","m³",1]
[]
[null,null,"(c)"," Type G4 material","m³",1]
[]
[null,null,"(d)"," Type G5 material","m³",1]
[]
[null,null,"(e) ","Type G6 material","m³",1]
[]
[null,null,"(f)"," Type G7 material","m³",1]
[]
[null,null,"(g) ","Type G8 material","m³",1]
[]
[null,null,"(h) ","Type G9 material","m³",1]
[]
[null,null,"(m) ","Sand for the base and shoulder layers","m³",1]
[]
[null,null,"(n)"," Sand for a subbase layer","m³",1]
[]
[null,null,"(o)"," Sand for a selected layer","m³",1]
[]
[null,null,"(p) ","Natural or crushed gravel material for an unsealed shoulder layer","m³",1]
[]
[null,null,"(q)"," Natural or crushed gravel material for the wearing course of an unsealed road","m³",1]
[]
[null,"C4.4.2.2",null,"Macadam material:"]
[]
[null,null,"(a)"," Coarse aggregate","m³",1]
[]
[null,null,"(b)"," Fine aggregate","m³",1]
[]
[null,"C4.4.2.3",null,"Drainage blanket layer material","m³",1]
[]
[null,"C4.4.2.4",null,"Soil cement material (pre-blended by the supplier)","m³",1]
[]
[null,"C4.4.2.5",null,"Fill material in the earthworks:"]
[]
[null,null,"(a)"," Normal or coarse fill","m³",1]
[]
[null,null,"(b) ","Rock fill","m³",1]
[]
[null,null,"(c) ","Sand","m³",1]
[]
[null,"C4.4.2.6",null,"Pioneer material","m³",1]
[]
["C4.4.3",null,null,"Cost to procure commercial materials identified by the Employer from private or non-commercial sources:"]
[]
[null,"C4.4.3.1",null,"Cost of procuring","prov sum ",1,{"v":150000,"d":"R150,000.00"},{"$f":"G109","v":{"v":150000,"d":"150,000.00"}}]
[]
[null,"C4.4.3.2",null,"Handling cost and profit in respect of item C4.4.3.1","%",{"$f":"G109","v":{"v":150000,"d":"R150,000.00"}}]
[]
["C4.4.4",null,null,"Cementitious stabilising agents:"]
[]
[null,"C4.4.4.1",null,"Cement (CEM II A-S (32.5) N)","t",1]
[]
[null,"C4.4.4.2",null,"Road lime (hydrated CaCO3 or MgCO3)","t",1]
[]
["C4.4.5",null,null,"Bituminous stabilising agents:"]
[]
[null,"C4.4.5.1",null,"Penetration grade bitumen (60/70 penetration grade)","t",1]
[]
[null,"C4.4.5.2",null,"Emulsion stable grade (60%)","t",1]
[]
["C4.4.6",null,null,"Fillers for bituminous stabilisation"]
[]
[{"$nulls":3},"Road lime (hydrated CaCO3 or MgCO3)","t",1]
[]
[{"$nulls":3},"Cement (CEM II A-S (32.5) N)","t",1]
[]
[{"$nulls":3},"Fly ash","t",1]
[{"$nulls":7},{"$f":"F132*G132","v":{"v":0,"d":"0.00"}}]
["C4.4.7",null,null,"Sampling and material testing by a commercial laboratory for the stabilisation designs:",{"$nulls":3},{"v":0,"d":"0.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C4.4.7.1",null,"Cost of sampling and material testing","prov sum ",1,{"v":15000,"d":"R15,000.00"},{"v":15000,"d":"15,000.00"}]
[{"$nulls":7},{"v":0,"d":"0.00"}]
[null,"C4.4.7.2",null,"Handling cost and profit in respect of item C4.4.7.1","%",{"v":15000,"d":"R15,000.00"},null,{"v":0,"d":"0.00"}]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C4.5","index":14,"n_rows":38,"n_cols":6,"rows_kept":38}
[]
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
[]
["C4.5","ALTERNATIVE MATERIALS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C4.5","ALTERNATIVE MATERIALS"]
[]
["C4.5.1","Additional material investigations:"]
[]
["C4.5.1.1","Cost of sampling and laboratory testing","prov sum ",{"v":1,"d":"1.00"},{"v":10000,"d":"R10,000.00"},{"$f":"IF(C10 = CHAR(37), D10*E10/100,D10*E10)","v":{"v":10000,"d":"10,000.00"}}]
[]
["C4.5.1.2","Handling cost and profit in respect of item C4.5.1.1","%",{"$f":"F10","v":{"v":10000,"d":"10,000.00"}}]
[]
["C4.5.2","Removing unwanted material from alternative materials identified by the Employer:"]
[]
["C4.5.2.1","Contaminant material","prov sum ",{"v":1,"d":"1.00"},{"v":10000,"d":"R10,000.00"},{"$f":"IF(C16 = CHAR(37), D16*E16/100,D16*E16)","v":{"v":10000,"d":"10,000.00"}}]
[]
["C4.5.2.2","Handling cost and profit in respect of item C4.5.2.1","%",{"$f":"F16","v":{"v":10000,"d":"10,000.00"}}]
[]
["C4.5.2.3","Hazardous material","prov sum ",{"v":1,"d":"1.00"},{"v":10000,"d":"R10,000.00"},{"$f":"IF(C20 = CHAR(37), D20*E20/100,D20*E20)","v":{"v":10000,"d":"10,000.00"}}]
[]
["C4.5.2.4","Handling cost and profit in respect of item C4.5.2.3","%",{"$f":"F20","v":{"v":10000,"d":"10,000.00"}}]
[]
["C4.5.3","Cost to procure alternative materials identified by the Employer:"]
[]
["C4.5.3.1","Cost of procuring","prov sum ",{"v":1,"d":"1.00"},{"v":10000,"d":"R10,000.00"},{"$f":"IF(C26 = CHAR(37), D26*E26/100,D26*E26)","v":{"v":10000,"d":"10,000.00"}}]
[]
["C4.5.3.2","Handling cost and profit in respect of item C4.5.3.1","%",{"$f":"F26","v":{"v":10000,"d":"10,000.00"}}]
{"$rows_empty":9}
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F7:F37)","v":{"v":40000,"d":"R40,000.00"}}]

{"sheet":"C5.1","index":15,"n_rows":174,"n_cols":8,"rows_kept":174,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5],[173,0,173,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C5.1:  Pricing Data"]
["Section C5.1: Roadbed"]
["Item","Payment",null,null,"Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C5.1",null,null,"ROADBED"]
[]
[null,"C5.1.1",null,"Roadbed construction and compaction:"]
[]
[null,"C5.1.1.1",null,"Compaction of in-situ material to 90 % of MDD","m³",1]
[]
[null,"C5.1.1.2",null,"Compaction of in-situ material to 93 % of MDD","m³",1]
[]
[null,"C5.1.1.3",null,"Compaction of imported material to 90 % of MDD","m³",1]
[]
[null,"C5.1.1.4",null,"Compaction of imported material to 93 % of MDD","m³",1]
[]
["C5.1.2",null,null,"Excavate material to spoil from roadbed construction:"]
[]
[null,"C5.1.2.1",null,"Excavate material to spoil from roadbed construction, material obtained from:"]
[]
[null,null,"(a)"," Soft excavation","m³",1]
[]
[null,null,"(b)"," Boulder excavation Class A","m³",1]
[]
[null,null,"(c)"," Boulder excavation Class B","m³",1]
[]
[null,null,"(d)"," Hard excavation","m³",1]
[]
[null,"C5.1.2.2",null,"Excavate material to spoil from roadbed construction, using labour enhancement, material obtained from:"]
[]
[null,null,"(a)","Soft excavation","m³",1]
[]
[null,null,"(b)","Intermediate excavation","m³",1]
[]
["C5.1.3",null,null,"Excavate material to spoil sites designated by the Contractor:"]
[]
[null,"C5.1.3.1",null,"Excavate material to spoil from roadbed construction, material obtained from:"]
[]
[null,null,"(a)"," Soft excavation","m³",1]
[]
[null,null,"(b)"," Boulder excavation Class A","m³",1]
[]
[null,null,"(c)","Boulder excavation Class B","m³",1]
[]
[null,null,"(d)","Hard excavation (other than by blasting)","m³",1]
[]
[null,null,"(e)","Hard excavation (by blasting)","m³",1]
[]
[null,"C5.1.3.2",null,"Excavate material to spoil from roadbed construction, using labour enhancement, material obtained from:"]
[]
[null,null,"(a)","Soft excavation","m³",1]
[]
[null,null,"(b)","Intermediate excavation","m³",1]
[]
["C5.1.4",null,null,"Removal of unsuitable material to spoil:"]
[]
[null,"C5.1.4.1",null,"In layer thicknesses of 200 mm and less:"]
[]
[null,null,"(a)","Stable material","m³",1]
[]
[null,null,"(b)","Unstable material","m³",1]
[]
[null,"C5.1.4.2",null,"In layer thicknesses exceeding 200 mm:"]
[]
[null,null,"(a)","Stable material","m³",1]
[]
[null,null,"(b)","Unstable material","m³",1]
[]
["C5.1.5",null,null,"In-situ treatment of roadbed in hard material:"]
[]
[null,"C5.1.5.1",null,"In-situ treatment by ripping","m³",1]
[]
[null,"C5.1.5.2",null,"In-situ treatment by drilling and blasting","m³",1]
[]
[null,"C5.1.5.3",null,"In-situ treatment by drilling and splitting the material using non-explosive, rock-breaking products","m³",1]
[]
["C5.1.6",null,null,"Roller-pass compaction:"]
[]
[null,"C5.1.6.1",null,"Grid rollers","m²",1]
[]
[null,"C5.1.6.2",null,"Pad foot vibratory rollers","m²",1]
[]
[null,"C5.1.6.3",null,"Smooth drum vibratory rollers","m²",1]
[]
[null,"C5.1.6.5",null,"Impact rollers","m²",1]
[]
[null,"C5.1.6.6",null,"Pneumatic rollers","m²",1]
[]
[null,"C5.1.6.7",null,"High energy impact compactor / roller (HEIC)","m²",1]
[]
["C5.1.7",null,null,"Construction of a roadbed trial section:"]
[]
[null,"C5.1.7.1",null,"Non wetting-up collapsing soil trial section at in-situ moisture content using conventional rollers and / or HEIC","m³",1]
[]
[null,"C5.1.7.2",null,"Non wetting-up collapsing soil trial section by excavating the soil to stockpile and then importing the soil from the stockpile to controlled compacted layers","m³",1]
[]
[null,"C5.1.7.3",null,"Wetting-up collapsing soil trial section","m³",1]
[]
[null,"C5.1.7.4",null,"Inactive and normal clay:"]
[]
[null,null,"(a)","By material modification","m³",1]
[]
[null,null,"(b)","By lime modification","m³",1]
[]
[null,null,"(c)","By removal of material","m³",1]
[]
[null,"C5.1.7.5",null,"Active clay:"]
[]
[null,null,"(a)","Roadbed construction using lime","m³",1]
[]
[null,null,"(b)","Roadbed construction by removal of active clay","m³",1]
[]
[null,"C5.1.7.6",null,"Roller-pass compaction","m³",1]
[]
["C5.1.8",null,null,"Construction of the roadbed in collapsing soil:"]
[]
[null,"C5.1.8.1",null,"Non wetting-up collapsing soil roadbed construction at in-situ moisture content using conventional rollers","m³",1]
[]
[null,"C5.1.8.2",null,"Non wetting-up collapsing soil roadbed construction at in-situ moisture content using HEIC","m³",1]
[]
[null,"C5.1.8.3",null,"Non wetting-up collapsing soil roadbed construction by excavating the soil to stockpile and then importing from the stockpile to controlled compacted layers","m³",1]
[]
[null,"C5.1.8.4",null,"Wetting-up collapsing soil roadbed construction","kℓ",1]
[]
[null,"C5.1.8.5",null,"Water for wetting-up collapsing soil roadbed construction","kℓ",1]
[]
["C5.1.9",null,null,"Construction of roadbed comprising normal and inactive clay:"]
[]
[null,"C5.1.9.1",null,"By material modification","m³",1]
[]
[null,"C5.1.9.2",null,"By lime modification","m³",1]
[]
[null,"C5.1.9.3",null,"By removal of material","m³",1]
[]
["C5.1.10",null,null,"Construction of roadbed comprising active clay:"]
[]
[null,"C5.1.10.1",null,"Roadbed construction using lime","m³",1]
[]
[null,"C5.1.10.2",null,"Roadbed construction by removal of active clay","m³",1]
[]
["C5.1.11",null,null,"Construction of roadbed comprising a pioneer layer","m³",1]
[]
[null,"C5.1.12",null,"Excavation for benches:"]
[]
[null,"C5.1.12.1",null,"Excavation for benches:"]
[]
[null,null,"(a)","Side-cut to fill in soft material","m³",1]
[]
[null,null,"(b)","Side-cut to spoil in soft material","m³",1]
[]
[null,"C5.1.12.2",null,"Excavation for benches using labour enhancement:"]
[]
[null,null,"(a)","Side-cut to fill:"]
[]
[null,null,"(i) ","Soft material","m³",1]
[]
[null,null,"(ii) ","Intermediate material","m³",1]
[]
[null,null,"(b)","Side-cut to spoil:"]
[]
[null,null,"(i) ","Soft material","m³",1]
[]
[null,null,"(ii) ","Intermediate material","m³",1]
[]
[null,"C5.1.13",null,"Construction of a levelling layer:"]
[]
[null,"C5.1.13.1",null,"Over roadbed treatment in hard material compacted to 90 % MDD","m³",1]
[]
[null,"C5.1.13.2",null,"Over a constructed pioneer layer compacted to 90 % MDD","m³",1]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C5.2","index":16,"n_rows":96,"n_cols":6,"rows_kept":96,"merged":[[95,0,95,1]]}
[]
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
[]
["C5.2","FILL"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C5.2","FILL"]
[]
["C5.2.1","Compiling and implementing M&U plans:"]
[]
["C5.2.1.1","For fills more than 10 000  m³","No",1]
[]
["C5.2.1.2","For fills 1,0 km in length when less than 10 000 m³","No",1]
[]
["C5.2.2","Fill construction:"]
[]
["C5.2.2.1","Normal fill material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,"(a) Compacted to 90 % of MDD","m³",1]
[]
[null,"(b) Compacted to 93 % of MDD","m³",1]
[]
[null,"(c) Roller-pass compaction","m²",1]
[]
["C5.2.2.2","Coarse fill material in compacted layer thicknesses exceeding 200 mm: but less than 500 mm:"]
[]
[null,"(a) Compacted to 90 % of MDD","m³",1]
[]
[null,"(b) Compacted to 93 % of MDD","m³",1]
[]
[null,"(c) Roller-pass compaction","m²",1]
[]
["C5.2.2.3","Sand fill material in compacted layer thicknesses of 400 mm and less, compacted to 100 % of MDD","m³",1]
[]
["C5.2.2.4","Rock fill material all as per Clause A5.2.7.6","m³",1]
[]
["C5.2.2.5","Rock fill embankment toe","m³",1]
[]
["C5.2.2.6","Sand filter layer","m³",1]
[]
["C5.2.2.7","Drainage blanket layer","m³",1]
[]
["C5.2.3","Side-cut to fill compacted to 93 % of MDD in compacted layer thicknesses of 200 mm and less","m³",1]
[]
["C5.2.4","Correcting rock fills that are deficient in fine material, extra over C5.2.2.4","m³",1]
[]
["C5.2.5","Fill in sidewalk:"]
[]
["C5.2.5.1","Fill material in sidewalk compacted to 93 % of MDD","m³",1]
[]
["C5.2.5.2","Fill material in sidewalk compacted to 93 % of MDD using labour enhanced methods of construction and light hand equipment","m³",1]
[]
["C5.2.6","Fill material in shoulder widening:"]
[]
[]
["C5.2.6.1","Fill material in shoulder widening compacted to 93 % of MDD","m³",1]
[]
["C5.2.6.2","Fill material in shoulder widening compacted to 93 % of MDD using labour enhancement and light hand equipment","m³",1]
[]
["C5.2.7","Construction of a trial section:"]
[]
["C5.2.7.1","Normal fill","m³",1]
[]
["C5.2.7.2","Sand fill","m³",1]
[]
["C5.2.7.3","Rock fill","m³",1]
[]
["C5.2.7.4","Coarse fill","m³",1]
[]
["C5.2.7.5","Roller-pass compaction","m³",1]
[]
["C5.2.8","Breaking down oversize fill material on the road:"]
[]
["C5.2.8.1","By normal grid rolling as per clause A5.3.7.3b) (i) to (vii)","m²-pass",1]
[]
["C5.2.8.2","By tamping roller","m²-pass",1]
[]
["C5.2.8.3","By pad foot vibratory roller","m²-pass",1]
[]
["C5.2.8.4","By vibratory roller","m²-pass",1]
[]
["C5.2.9","Removal of oversize material","m³",1]
[]
["C5.2.10","Finishing off rock fill slopes:"]
[]
["C5.2.10.1","Finishing off rock fill slopes with soft material","m³",1]
[]
["C5.2.10.2","Finishing off rock fill slopes with soft material using labour enhancement and light, hand equipment","m³",1]
[]
["C5.2.11","Finishing-off fill slopes, medians and interchange areas:"]
[]
["C5.2.11.1","Fill slopes","m²",1]
[]
["C5.2.11.2","Medians and interchange areas","m²",1]
[]
[]
[" Total Carried Forward To Summary"]

{"sheet":"C5.3","index":17,"n_rows":166,"n_cols":8,"rows_kept":166,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5],[165,0,165,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C5.3:  Pricing Data"]
["Section C5.3: Road Pavement Layers"]
["Item","Payment",null,null,"Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C5.3",null,null,"ROAD PAVEMENT LAYERS"]
[]
[null,"C5.3.1",null,"Compiling and implementing M&U plans for the construction of all the pavement layers","No",1]
[]
[null,"C5.3.2",null,"Construction of pavement layers:"]
[]
[null,"C5.3.2.1",null,"Construction of layers using conventional construction methods:"]
[]
[null,null,"(a) ","Lower selected subgrade layer, 150mm compacted to 93 % of MDD","m³",1]
[]
[null,null,"(b)"," Lower selected subgrade layer, 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(c) ","Upper selected subgrade layer, 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(d) ","Upper selected subgrade layer, 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(e)"," Sand layer, 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(f) ","Sand layer, 150mm compacted to 100 % of MDD","m³",1]
[]
[null,null,"(g)"," Gravel wearing course layer, 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(h)"," Gravel shoulder layer, 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(i)"," Lower subbase gravel layer (unstabilised), 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(j)"," Lower subbase gravel layer (chemically stabilised), 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(k) ","Upper subbase gravel layer (unstabilised), 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(l)"," Upper subbase gravel layer (chemically stabilised), 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(m)"," Gravel base layer (unstabilised), 150mm compacted to 100 % of MDD","m³",1]
[]
[null,null,"(n)"," Gravel base layer (chemically stabilised), 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(o) ","G5B crushed rock / boulder subbase layer, 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(p)"," G5B crushed rock / boulder base layer, 150mm compacted to 100 % of MDD","m³",1]
[]
[null,null,"(q) ","G5A crushed rock / boulder subbase layer, 150mm compacted to 97 % of MDD","m³"]
[]
[null,null,"(r)"," G5A crushed rock / boulder base layer, 150mm compacted to 100 % of MDD","m³",1]
[]
[null,null,"(s)"," G4A crushed rock / boulder lower subbase layer (unstabilised or chemically stabilised), 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(t) ","G4A crushed rock / boulder upper subbase layer (unstabilised or chemically stabilised), 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(u)"," G4A crushed rock / boulder subbase layer compacted to 97 % of MDD","m³",1]
[]
[null,null,"(v)"," G3 crushed stone subbase layer (unstabilised or chemically stabilised), 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(w)"," G3 crushed stone base layer, 150mm compacted to 85 % of BD","m³",1]
[]
[null,null,"(x)"," G2 crushed stone base layer, 150mm compacted to 88 % of RD (Category C / D roads)","m³",1]
[]
[null,null,"(y)"," G2 crushed stone base layer, 150mm compacted to 88 % of AD (Category A / B roads)","m³",1]
[]
[null,null,"(z) ","G1 crushed stone base layer, 150mm compacted to 86 %  of  AD (Category C / D roads)","m³",1]
[]
[null,null,"(aa)"," G1 crushed stone base layer, 150mm compacted to 88 % of AD (Category A / B roads)","m³",1]
[]
[null,null,"(bb)"," Bound macadam layer, 150mm compacted to 90 % of AD","m³",1]
[]
[null,null,"(cc) ","PMPL wet lean-mix concrete layer, 150mm","m³",1]
[]
[null,"C5.3.2.2",null,"Construction of layers using labour enhancement:"]
[]
[null,null,"(a) ","Lower selected subgrade layer, 150mm compacted to 93 % of MDD","m³",1]
[{"$nulls":3},"Upper selected subgrade layer, 150mm compacted to 95 % of MDD"]
[null,null,"(b)",null,"m³",1]
[]
[null,null,"(c) ","Sand layer, 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(d) ","Sand layer, 150mm compacted to 100 % of MDD","m³",1]
[]
[null,null,"(e)","Gravel wearing course layer, 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(f) ","Gravel shoulder layer, 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(g)","Lower gravel subbase layer, 150mm compacted to 95 % of MDD","m³",1]
[]
[null,null,"(h)","Upper gravel subbase layer, 150mm compacted to 97 % of MDD","m³",1]
[]
[null,null,"(i)","Gravel base layer, 150mm compacted to 98 % of MDD","m³",1]
[]
[null,null,"(j)","Gravel base layer, 150mm compacted to 100 % of MDD","m³",1]
[]
[null,null,"(k) ","Bound macadam layer, 150mm compacted to 90 % of AD","m³",1]
[]
[null,null,"(l)","Soil cement or soilcrete, 150mm wet mixture as per clause A4.1.5.14","m³",1]
[]
[null,null,"(m)","Soil cement or soilcrete, 150mm stiff mixture as per clause A4.1.5.14","m³",1]
[]
[null,null,"(n)","Emulsion treated base material (G1 or G2 material), 150mm as per clause A4.1.5.15","m³",1]
[]
[null,"C5.3.3",null,"Construction of crushed stone base supplied by the Employer","m³",1]
[]
[null,"C5.3.4",null,"Deductions for G1 crushed stone base material supplied by the Employer","t",1]
[]
[null,"C5.3.5",null,"Breaking down oversize layer material on the road:"]
[]
[null,"C5.3.5.1",null,"By normal grid rolling as per clause A5.3.7.3b)","m²-pass",1]
[]
[null,"C5.3.5.2",null,"By tamping roller","m²-pass",1]
[]
[null,"C5.3.5.3",null,"By pad foot vibratory roller","m²-pass",1]
[]
[null,"C5.3.5.4",null,"By vibratory roller","m²-pass",1]
[]
[null,"C5.3.5.5",null,"By any other roller type","m²-pass",1]
[]
[null,"C5.3.6",null,"Removal of oversize material","m³",1]
[]
[null,"C5.3.7",null,"Recombining recovered material","m³",1]
[]
[null,"C5.3.8",null,"Processing of coarse gravel subbase or base layers","m³"]
[]
[null,"C5.3.9",null,"Construction of a trial section:"]
[]
[null,"C5.3.9.1",null,"Construction of a trial section using conventional methods of construction:"]
[]
[null,null,"(a) ","Stabilised gravel layer, 150mm trial section","m³",1]
[]
[null,null,"(b)","Crushed stone subbase layer, 150mm  trial section","m³",1]
[]
[null,null,"(c) ","Crushed stone base layer, 150mm trial section","m³",1]
[]
[null,null,"(d) ","PMPL layer, 150mm  trial section","m³",1]
[]
[null,null,"(e)","Bound macadam layer, 150mm trial section","m³",1]
[]
[null,"C5.3.9.2",null,"Construction of a trial section using labour enhancement methods:"]
[]
[null,null,"(a) ","Stabilised gravel layer, 150mm trial section","m³",1]
[]
[null,null,"(b)","Gravel base layer, 150mm trial section","m³",1]
[]
[null,null,"(c) ","Bound macadam layer, 150mm trial section","m³",1]
[]
["C5.3.10",null,null,"Removal of a completed trial section:"]
[]
[null,"C5.3.10.1",null,"Stabilised layer","m³",1]
[]
[null,"C5.3.10.2",null,"PMPL layer","m³",1]
[]
[null,"C5.3.10.3",null,"Crushed stone layer","m³",1]
[]
["C5.3.11",null,null,"Riding quality measurements:"]
[]
[null,"C5.3.11.1",null,"Using a 3,0 m straight edge","km",1]
[]
[null,"C5.3.11.2",null,"Using a rolling straight edge","km",1]
[]
[null,"C5.3.11.3",null,"Using an inertial profilometer","km",1]
[]
[null,"C5.3.12",null,"Surface regularity payment adjustments","prov sum ",1,{"v":15000,"d":"15,000.00"},{"v":15000,"d":"15,000.00"}]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C5.4","index":18,"n_rows":80,"n_cols":8,"rows_kept":80,"merged":[[3,0,4,0],[3,2,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C5.4:  Pricing Data"]
["Section C5.4: Stabilisation"]
["Item","Payment","Description",null,"Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C5.4.2",null,null,"Chemical stabilisation:"]
[null,"C5.4.2.1",null,"Chemical stabilisation (150mm) of pavement layers (subbase) ","m3",1]
[]
[null,"C5.4.2.2",null,"Chemical stabilisation (150mm) of pavement layers (subbase)  using labour enhanced methods of construction","m3",1]
[]
["C5.4.5",null,null,"Cementitious stabilisation agents for pavement layers:"]
[]
[null,"C5.4.5.1",null,"Addition of cementitious stabilisation agents  for pavement layers"]
[]
[null,null,"(a)","Cement (for pavement layer)","ton ",1]
[]
[null,null,"(b)","Lime","ton ",1]
[]
[null,"C5.4.5.2",null,"Addition of cementitious stabilisation agents  for pavement layers and spreading the agent using bags and labour enhancement methods."]
[]
[null,null,"(a)","Cement (for subbase layer), CEM II A-S (32.5) N ","ton ",1]
[]
[null,null,"(b)"," Road Lime (hydrated CaCO3 or MgCO3)  ","ton ",1]
[]
[null,"C5.4.6",null,"Addition of cementitious stabilisation agents for a PMPL layer:"]
[]
[null,"C5.4.6.1","(a)"," Cement (for subbase layer), CEM II A-S (32.5) N ","t",1]
[]
[null,"C5.4.6.2","(b)","Road Lime (hydrated CaCO3 or MgCO3)  ","t",1]
[]
[]
["C5.4.7",null,null,"Bituminous stabilisation of pavement layers "]
[]
[null,"C5.4.7.1",null,"Bituminous stabilisation (150mm) of payment layers ( base or subbase layer)","litre ",1]
[]
[null,"C5.4.7.2",null,"Bituminous stabilisation (150mm) of payment layers ( base or subbase layer) using labour enhanced methods of construction","litre ",1]
[]
["C5.4.8",null,null,"Bituminous stabilisation agent :"]
[]
[null,"C5.4.8.1",null,"60% anionic emulsion","litre ",1]
[]
[null,"C5.4.8.2",null,"60% cationic emulsion","litre ",1]
[]
[null,"C5.4.8.3",null,"Foamed bitumen","litre ",1]
[]
[null,"C5.4.9.2",null,"Filler for bituminous stabilisation spreading the agent or filler using labour enhanced methods of construction"]
[]
[{"$nulls":3},"Road lime (hydrated CaCO3 or MgCO3)","t",1]
[]
[{"$nulls":3},"Cement (CEM II A-S (32.5) N)","t",1]
[]
[{"$nulls":3},"Fly ash","t",1]
[]
["C5.4.10",null,null,"Provision and application of water for curing","kilolitre ",1]
[]
["C5.4.11",null,null,"Curing by covering with the subsequent layer","m²",1]
[]
[null,"C5.4.12",null,"Curing with a membrane:"]
[]
[null,"C5.4.12.1",null,"Cut back bitumen","ℓ",1]
[]
[null,"C5.4.12.2",null,"Inverted bitumen emulsion","ℓ",1]
[]
[null,"C5.4.12.3",null,"Spray grade emulsion","ℓ",1]
[]
[null,"C5.4.12.4",null,"Curing compound for PMPL layers","ℓ",1]
[]
[null,"C5.4.13",null,"Trial section for a PMPL layer","m²",1]
[]
[null,"C5.4.14",null,"Trial section for a chemically stabilised layer","m³",1]
[]
[null,"C5.4.15",null,"Trial section for a bituminously stabilised layer","m²",1]
[]
[null,"C5.4.16",null,"Mechanical modification","m³",1]
[]
[null,"C5.4.17",null,"Addition of a soil binder","m³",1]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C5.5","index":19,"n_rows":342,"n_cols":8,"rows_kept":342,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C5.5:  Pricing Data"]
["Section C5.5: Reconstruction of pavement layers"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
[{"$nulls":3},"RECONSTRUCTION OF PAVEMENT LAYERS"]
[]
[null,"C5.5.1",null,"Compiling and implementing M&U plans for the reconstruction of an existing road pavement","No",1]
[]
[null,"C5.5.2",null,"Reconstruction preparatory work:"]
[]
[null,"C5.5.2.1",null,"Undivided carriageway:"]
[]
[{"$nulls":3},"(a) Uniform section from km 0.00 to km 10.0","km",1]
[]
[{"$nulls":3},"(b) Uniform section from km 10.01 to km 20.0","km",1]
[]
[null,"C5.5.2.2",null,"Divided carriageway:"]
[]
[{"$nulls":3},"(a) Uniform section from km 0.00 to km 10.0","km",1]
[]
[]
["C5.5.5",null,null,"Construction of a trial section using a recycler","m³",1]
[]
["C5.5.6",null,null,"Construction of a trial section using conventional construction equipment","m³",1]
[]
["C5.5.7",null,null,"Pre-milling existing wearing course material:"]
[]
[null,"C5.5.7.1",null,"Pre-milling an asphalt wearing course (depth of pre-milling varies between 10mm and 40mm maximum)","m2",1]
[]
[null,"C5.5.7.2",null,"Pre-milling a seal wearing course (depth of pre-milling varies between 10 mm and 25 mm)","m2",1]
[]
["C5.5.8",null,null,"Pre-pulverising material in the existing pavement"]
[]
[null,"C5.5.8.1",null,"Asphalt wearing course ( max. 80mm)","m3",1]
[]
[null,"C5.5.8.2",null,"Crushed stone base (150mm)","m3",1]
[]
[null,"C5.5.8.3",null,"Stabilised crushed stone (150mm)","m3",1]
[]
[null,"C5.5.8.4",null,"Stabilised gravel layer (150mm)","m3",1]
[]
["C5.5.9",null,null,"Temporarily blading layer material to windrow","m3",1]
[]
["C5.5.10",null,null,"Roller-pass compaction of an exposed pavement layer"]
[]
[null,"C5.5.10.1",null,"Smooth drum vibratory rollers","m2",1]
[]
[null,"C5.5.10.3",null,"Pneumatic-tyred rollers","m2",1]
[]
["C5.5.11",null,null,"Watering the exposed pavement layer","kilolitre ",1]
[]
["C5.5.12",null,null,"Removal of surplus material from site","m3",1]
[]
["C5.5.13",null,null,"Cross mixing of material (150 mm)","m3",1]
[]
["C5.5.14",null,null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised selected layer"]
[]
[null,"C5.5.14.1",null,"Chemically stabilised selected layer compacted to 95 % of MDD:"]
[]
[null,null,"(a) ","Using non-cemented material compacted to  150 mm thick","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d) ","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.14.2",null,"Emulsion stabilised selected layer compacted to 95 % of MDD:"]
[]
[null,null,"(a) ","Using non-cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d) ","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.14.3",null,"Foam stabilised subbase layer compacted to 97% of MDD"]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick ","m3",1]
[]
["C5.5.15",null,null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised subbase layer"]
[]
[null,"C5.5.15.1",null,"Chemically stabilised subbase layer compacted to 97% of MDD:"]
[null,null,"(a) ","Using non-cemented material compacted to 150 mm thick )","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d) ","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.15.2",null,"Emulsion stabilised subbase layer compacted to 97% of MDD:"]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick.","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick ","m3",1]
[]
[null,"C5.5.15.3",null,"Foam stabilised subbase layer compacted to 97% of MDD"]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick ","m3",1]
[]
["C5.5.16",null,null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised base layer"]
[]
[null,"C5.5.16.1",null,"Chemically stabilised base layer compacted to 100% of MDD:"]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick ","cubic metre (m3)",1]
[]
[null,"C5.5.16.2",null,"Emulsion stabilised subbase layer compacted to 102% of MDD:"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick ","m3",1]
[]
[null,"C5.5.16.3",null,"Foam stabilised subbase layer compacted to 102% of MDD"]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
["C5.5.17",null,null,"In-situ reconstruction of a pavement layer using conventional construction equipment to construct a stabilised selected layer"]
[]
[null,"C5.5.17.1",null,"Chemically stabilised selected layer compacted to 95 % of MDD:"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.17.2",null,"Emulsion stabilised selected layer compacted to 95 % of MDD:"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.17.3",null,"Foam stabilised selected layer compacted to 95 % of MDD"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
["C5.5.18",null,null,"In-situ reconstruction of a pavement layer using conventional construction equipment to construct a stabilised subbase layer"]
[]
[null,"C5.5.18.1",null,"Chemically stabilised subbase layer compacted to 97 % of MDD:"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick (G6 classified material)","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.18.2",null,"Emulsion stabilised subbase layer compacted to 97 % of MDD:"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick ","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.18.3",null,"Foam stabilised subbase layer compacted to 97 % of MDD"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick (specify)","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
["C5.5.19",null,null,"In-situ reconstruction of a pavement layer using conventional construction equipment to construct a stabilised base layer"]
[]
[null,"C5.5.19.1",null,"Chemically stabilised base layer compacted to 98 % of MDD:"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick (G5 classified material)","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.19.2",null,"Emulsion stabilised base layer compacted to 102 % of MDD:"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick (G2 classified material )","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
[null,"C5.5.19.3",null,"Foam stabilised base layer compacted to 102 % of MDD"]
[]
[null,null,"(a)","Using non-cemented material compacted to 150 mm thick (G2 classified material)","m3",1]
[]
[null,null,"(b)","Using cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(c) ","Using a combination of non-cemented and cemented material compacted to 150 mm thick","m3",1]
[]
[null,null,"(d)","Using pre-pulverised material (as per item C5.5.8) compacted to 150 mm thick","m3",1]
[]
["C5.5.20",null,null,"Material shortfall or make-up material"]
[]
[null,"C5.5.20.1",null,"For selected layer","m3",1]
[]
[null,"C5.5.20.2",null,"For subbase layer ","m3",1]
[]
[null,"C5.5.20.3",null,"For base layer ","m3",1]
[]
["C5.5.21",null,null,"Finishing the stabilised layer"]
[]
[null,"C5.5.21.1",null,"Slush trial section with:"]
[]
[null,null,"(a)","Water","m2",1]
[]
[null,null,"(b)","Diluted emulsion","m2",1]
[]
[null,"C5.5.21.2",null,"Slush reconstructed section with:"]
[]
[null,null,"(a)","Water","m2",1]
[]
[null,null,"(b)","Diluted emulsion","m2",1]
[]
[null,"C5.5.21.3",null,"Application of a diluted emulsion spray","litre (ℓ)",1]
[]
[]
["C5.5.22",null,null,"Excavate pavement layers for patching in existing pavements"]
[null,"C5.5.22.1",null,"Excavate the following layers:"]
[null,null,"(a)","Asphalt layers with a surface area: "]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[null,null,"(b)","Cemented layers with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[null,null,"(c)","Any other layers (base) with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[null,"C5.5.22.2",null,"Excavate the following layers using labour enhanced methods of construction:"]
[]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[null,null,"(b)","'Cemented layers with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[null,null,"(c)","Any other layers (base) with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
["C5.5.23",null,null,"Edge break cutting back when narrower than 250mm"]
[]
[null,"C5.5.23.1",null,"Edge break cutting back when narrower than 250mm","m",1]
[]
[null,"C5.5.23.2",null,"Edge break cutting back when narrower than 250mm using labour enhanced methods of construction","m",1]
[]
["C5.5.24",null,null,"Edge break patching when narrower than 250mm",null,1]
[]
[null,"C5.5.24.1",null,"Edge break patching using emulsion treated base (ETB) material to a maximum depth of 150mm","m",1]
[]
[null,"C5.5.24.2",null,"Edge break patching using labour enhanced methods of construction and ETB to a maximum depth of 150mm","m",1]
[]
["C5.5.25",null,null,"Compacting the floor of the excavation for patching","m2",1]
[]
["C5.5.26",null,null,"Backfill patching excavations in existing pavements: "]
[]
[null,"C5.5.26.1",null,"Backfill with the following pavement layer material:"]
[null,null,"(a)","Chemically stabilised pavement layer material (base,  from commercial , 3 % stabilising agent and the 98% of MDD) for a patch with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[null,null,"(b)","Emulsion treated base, or ETB pavement material (base layer, from commercial , the components as per Clause A4.1.5.14, and the98 % of MDD) for a patch with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)"," Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
["C5.5.26.2",null,null,"Backfill with the following pavement layer material using labour enhanced methods of construction:"]
[]
[null,null,"(a)","Chemically stabilised pavement layer material (base,  from commercial , 3 % stabilising agent and the 98% of MDD) for a patch with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)","Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[null,null,"(b)","Emulsion treated base, or ETB pavement material (base layer, from commercial , the components as per Clause A4.1.5.14, and the98 % of MDD) for a patch with a surface area:"]
[null,null,"(i)","Not exceeding 20 m2, including for edge repairs wider than 250mm ","m3",1]
[null,null,"(ii)","Exceeding 20 m2 but not exceeding 50 m2, including for edge repairs wider than 250mm","m3",1]
[null,null,"(iii)"," Exceeding 50 m2 but not exceeding 100 m2, including for edge repairs wider than 250mm. ","m3",1]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C6.2","index":20,"n_rows":53,"n_cols":7,"rows_kept":53,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C6.2:  Pricing Data"]
["Section C6.2: SEGMENTAL BLOCK PAVING LAYERS"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":3},"(R)","(R)"]
[null,null,"SEGMENTAL BLOCK PAVING LAYERS"]
[]
["C6.2.1",null,"Segmental block paving"]
[]
[null,"C6.2.1.1","Concrete block paving (80 mm thick interlock class 2.6 40 MPa)","m²",1]
[]
[null,null,"Concrete block paving"]
[]
[null,null,"Class 30, Type S-A, 80mm Thick (SANS approved), Colour: Cement, Placed: Herringbone Bond pattern)","m²",1]
[]
[null,null,"Class 25, Type S-A, 80mm Thick (SANS approved), Colour: Cement, Placed: Herringbone Bond pattern)","m²",1]
[]
[null,null,"Class 25, Type S-A, 60mm Thick (SANS approved), Colour: Cement, Placed: Herringbone Bond pattern)","m²",1]
[]
[null,null,"220*110*50mm Corobrick Cedarberg or similar approved for pedestrian crossings","m²",1]
[]
[null,null,"220*110*50mm Corobrick Nutmeg or similar approved for pedestrian crossings ","m²",1]
[]
[null,null,"110*110*50mm Charcoal Hugenot Cobble or similar approved for pedestrian crossings ","m²",1]
[]
[null,"C6.2.2","Cast in-situ concrete edge and intermediate beams","m³",1]
[]
["C6.2.3",null,"Provision and application of approved herbicide and ant poison."]
[]
[null,"C6.2.3.1","Provision of materials","Prime cost sum",1,{"v":20000,"d":"R20,000"},{"$f":"F30","v":{"v":20000,"d":"R20,000"}}]
[]
[null,"C6.2.3.2","Contractor’s charges and profit added to the prime cost sum","%",{"v":20000,"d":"R20,000"}]
[]
["C6.2.4",null,"Re sanding of joints in segmental block paving"]
[]
[null,"C6.2.4.1","Concrete block paving (80 mm thick interlock class 2.6 40 MPa)","m²",1]
[]
[null,null,"Class 30, Type S-A, 80mm Thick (SANS approved), Colour: Cement, Placed: Herringbone Bond pattern)","m²",1]
[]
[null,null,"Class 25, Type S-A, 80mm Thick (SANS approved), Colour: Cement, Placed: Herringbone Bond pattern)","m²",1]
[]
[null,null,"Class 25, Type S-A, 60mm Thick (SANS approved), Colour: Cement, Placed: Herringbone Bond pattern)","m²",1]
{"$rows_empty":10}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"$f":"SUM(G9:G52)","v":{"v":20000,"d":"R20,000.00"}}]

{"sheet":"C7.1","index":21,"n_rows":222,"n_cols":6,"rows_kept":222}
[]
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
[]
["C7.1","REPLACEMENT OF EXISTING JOINT SEALANT"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C7.1","REPLACEMENT OF EXISTING JOINT SEALANT"]
[]
["C7.1.1","Replacing seal on longitudinal hinge joints in existing concrete pavement as follows:"]
[]
["C7.1.1.1","Removal of existing seal and backing material","m",1]
[]
["C7.1.1.2","Reaming of existing joints","m",1]
[]
["C7.1.1.3","Bevelling of one side of the joint to a dimension of 10 mm X 10 mm","m",1]
[]
["C7.1.1.4","Bevelling of both sides of the joint to a dimension of 10 mm  X 10 mm","m",1]
[]
["C7.1.1.5","Installation of backing material in saw cut joints (to fit saw cut dimensions)","m",1]
[]
["C7.1.1.6","Installation of cold pour sealant","ℓ",1]
[]
["C7.1.2","Costs incurred due to repair and monitoring in terms of Product Performance Guarantee System (PPGS)","lump sum",1]
[]
[" Total Carried Forward To Summary"]
["C7.2","REPAIR TO CONCRETE PANELS AND CONCRETE ADJACENT TO UNCONTROLLED CRACKS AND EXISTING JOINTS"]
[]
["C7.2.1","Transverse and longitudinal crack and joint repairs incorporating the following treatments:"]
[]
["C7.2.1.1","Routing of active cracks ","m",1]
[]
["C7.2.1.2","Routing of non-active cracks ","m",1]
[]
["C7.2.1.3","Bevelling of one side of the crack ","m",1]
[]
["C7.2.1.4","Bevelling of both sides of the crack ","m",1]
[]
["C7.2.1.5","Saw cutting of cracks and joints in one operation ","m",1]
[]
["C7.2.1.6","Filling joint reservoir with cementitious non-shrink grout","kg",1]
[]
["C7.2.1.7","Installation of backing material in saw cut joints (to fit saw cut dimensions)","m",1]
[]
["C7.2.1.8","Installation of cold pour sealant","ℓ",1]
[]
["C7.2.2","Grouting of cracks","m",1]
[]
["C7.2.3","Cross-stitching of longitudinal and transverse joints and cracks:"]
[]
["C7.2.3.1","Saw cutting of slots in concrete pavement ","No",1]
[]
["C7.2.3.2","Application of wet-to-dry epoxy to vertical faces and top of existing concrete","ℓ",1]
[]
["C7.2.3.3","Installation of 16 mm diameter deformed tie-bar including application of self-levelling pourable epoxy grout and 7,1 mm aggregate","No",1]
[]
["C7.2.3.4","Filling of slot with high strength concrete Class 50 / 7,1 mm","m³",1]
[]
["C7.2.4","Restoration of load transfer at transverse contraction joints:"]
[]
["C7.2.4.1","Saw cutting and preparation of slots in concrete pavement","No",1]
[]
["C7.2.4.2","Installation of new dowel bars as specified including application of bond breaker on free end, end caps","No",1]
[]
["C7.2.4.3","Filling of slot with high strength concrete Class 50 / 7,1 mm","No",1]
[]
["C7.2.5","Pre-treating existing dowels:"]
[]
["C7.2.5.1","Free ends in existing concrete","No",1]
[]
["C7.2.5.2","Free ends in new concrete","No",1]
[]
["C7.2 ","REPAIR TO CONCRETE PANELS AND CONCRETE ADJACENT TO UNCONTROLLED CRACKS AND EXISTING JOINTS"]
[]
[]
["C7.2.6","Texturing and curing the concrete pavement:"]
[]
["C7.2.6.1","Burlap-dragged and grooved texture","m³",1]
[]
["C7.2.6.2","Curing:"]
[]
[null,"(a) Paving train constructed","m³",1]
[]
["C7.2.7","Variation in the rate of application of the curing compound","ℓ",1]
[]
["C7.2.8","Steel reinforcement in concrete pavements:"]
[]
["C7.2.8.1","Mild steel bars","t",1]
[]
["C7.2.8.2","High tensile steel bars","t",1]
[]
["C7.2.8.3","Welded steel fabric","kg",1]
[]
[]
[]
[" Total Carried Forward To Summary"]
[]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C7.3","REMOVAL AND REINSTATEMENT OF EXISTING CONCRETE LAYERS"]
[]
["C7.3.1","Removal of concrete in rehabilitation work:"]
[]
["C7.3.1.1","Concrete without reinforcing","m³",1]
[]
["C7.3.1.2","Reinforced concrete","m³",1]
[]
["C7.3.1.3","Underlying layers","m³",1]
[]
["C7.3.2","Full depth repairs using hand placed concrete with CEM I 52,5","m³",1]
[]
["C7.3.3","Partial Depth Repairs using hand placed fine concrete","m³",1]
[]
["C7.3.4","Tie bars and dowels for full depth repairs:"]
[]
["C7.3.4.1","Tie bars ","No",1]
[]
["C7.3.4.2","Dowel bars ","No",1]
[]
["C7.3.5","Partial Depth Repairs using hand placed acrylic resin grout","m²",1]
[]
["C7.3.6","Reinstating the subbase with lean mix concrete","m³",1]
[]
["C7.3.7","Removal of exposed stitches in concrete pavement","No",1]
[]
["C7.3.8","Sawing of concrete in rehabilitation works to different depths:"]
[]
["C7.3.8.1","State depth in mm","m",1]
[]
["C7.3.9","Removal of existing supporting layers in rehabilitation work:"]
[]
["C7.3.9.1","Granular material","m³",1]
[]
["C7.3.9.2","Cemented material","m³",1]
[]
["C7.3.9.3","Asphalt material","m³",1]
[]
["C7.3.10","Preparing the underlying layers after the concrete has been removed:"]
[]
["C7.3.10.1","Re-compaction of remaining underlying layers","m²",1]
[]
["C7.3.10.2","Replacement of granular layers","m²",1]
[]
["C7.3.10.3","Replacement of stabilised layers","m²",1]
[]
["C7.3.10.4","Replacement of supporting layers with 10 MPa lean mix concrete","m²",1]
[]
["C7.3.10.5","Replacement of subbase with hot mix asphalt ","t",1]
[]
["C7.3.10.6","Levelling the surface with coarse slurry (micro surfacing)","m³",1]
[]
["C7.3.11","Reinstatement of concrete layers (Excluding texturing and curing):"]
[]
["C7.3.11.1","Replacement of concrete in JCP pavements","m²",1]
[]
["C7.3.11.2","Replacement concrete in CRCP pavements ","m²",1]
[]
["C7.3.12","Pre-treating existing dowels:"]
[]
["C7.3.12.1","Free ends in existing concrete","No",1]
[]
["C7.3.12.2","Free ends in new concrete","No",1]
[]
["C7.3.13","Texturing and curing the concrete pavement:"]
[]
["C7.3.13.1","Burlap-dragged and texture (groove or broom finish)","m²",1]
[]
["C7.3.13.2","Curing","m²",1]
[]
["C7.3.14","Variation in the rate of application of the curing compound","ℓ",1]
[]
["C7.3.15","Steel reinforcement in concrete pavements:"]
[]
["C7.3.15.1","Mild steel bars","t",1]
[]
["C7.3.15.2","Tensile steel bars","t",1]
[]
["C7.3.15.3","Welded steel fabric","kg",1]
[]
["C7.3.16","Temporary partial depth repairs using asphalt materials","m²",1]
[]
[]
[]
[]
[" Total Carried Forward To Summary"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C7.4","REINSTATEMENT OF SLAB SUPPORT BY GROUT INJECTION"]
[]
["C7.4.1","Sub-sealing of the concrete pavement","50kg pkts",1]
{"$rows_empty":7}
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F184:F193)","v":0}]
[]
[]
[]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C7.5","REINSTATEMENT OF RIDING QUALITY"]
[]
["C7.5.1","Grinding of existing concrete pavement surfaces","m²",1]
[]
[]
[]
[]
[]
[" Total Carried Forward To Summary"]
[]
[]
[]
["Item","Description","Unit","Quantity","Rate","Amount R"]
["C7.6","REINSTATEMENT OF SURFACE TEXTURE"]
[]
["C7.6.1","Retexturing of concrete surfaces (transverse or longitudinal)","m²",1]
{"$rows_empty":7}
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F213:F220)","v":0}]

{"sheet":"C8.1","index":22,"n_rows":27,"n_cols":8,"rows_kept":27,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.1:  Pricing Data"]
["Section C8.1: Prime Coat"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.1.1",null,null,"Prime coat:"]
[]
[null,"C8.1.1.1",null,"MC -10 cut-back bitumen","litre ",1]
[]
[null,"C8.1.1.2",null,"MC -30 cut-back bitumen","litre ",1]
[]
[null,"C8.1.1.3",null,"Inverted bitumen emulsion","litre ",1]
[]
[null,"C8.1.1.4",null,"Quick drying e-Prime","litre ",1]
[]
["C8.1.2",null,null,"Aggregate for blinding:"]
[]
[null,"C8.1.2.1",null,"Natural sand","m3",1]
[]
[null,"C8.1.2.2",null,"Crusher sand","m3",1]
[]
["C8.1.3",null,null,"Extra over item C8.1.1 for applying the prime coat accessible only to hand-held or light equipment","litre ",1]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C8.2","index":23,"n_rows":38,"n_cols":8,"rows_kept":38,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.2:  Pricing Data"]
["Section C8.2:COVER SPRAYS, FOG SPRAYS AND REJUVENATION SPRAYS"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
[]
["C8.2.1",null,null,"Cover sprays, fog sprays and rejuvenation sprays"]
[]
[null,"C8.2.1.1",null,"65 % Cationic spray grade emulsion"]
[]
[null,null,"(a)","65%/35% water dilution","litre",1]
[]
[null,"C8.2.1.2",null,"60 % Anionic stable grade emulsion"]
[]
[null,null,"(a)","60%/30% water dilution","litre",1]
[]
[null,"C8.2.1.3",null,"Cutback Inverted bitumen emulsion","litre",1]
[]
[null,"C8.2.1.4",null,"Certified rejuvenator (2016/516: The Road Rejuvenator certified by Agrément SA)","litre",1]
[]
[]
["C8.2.2",null,null,"Extra over item C8.2.1 for labour enhanced application"]
[]
[null,"C8.2.2.1",null,"65 % Cationic spray grade emulsion"]
[]
[null,null,"(a)","65%/35% water dilution","litre",1]
[]
[null,"C8.2.2.2",null,"60 % Anionic stable grade emulsion"]
[]
[null,null,"(a)","60%/40% water dilution","litre",1]
[]
[null,"C8.2.2.3",null,"Cutback inverted bitumen emulsion","litre",1]
[]
[null,"C8.2.2.4",null,"Certified rejuvenator (2016/516: The Road Rejuvenator certified by Agrément SA)","litre",1]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C.8.3","index":24,"n_rows":58,"n_cols":8,"rows_kept":58,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.3:  Pricing Data"]
["Section C8.3:TEXTURE TREATMENT"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.3.1",null,null,"Texture treatment"]
[]
[null,"C8.3.1.1",null,"Application of slurry for texture improvement, applied by hand (fine slurry medium aggregate, stable grade 60% emulsion, 1.5% 32.5N cement)","m³",1]
[]
[null,"C8.3.1.2",null,"Application of slurry for texture improvement, applied by spreader box (fine slurry medium aggregate, stable grade 60% emulsion, 1.5% 32.5N cement)","m³",1]
[]
[null,"C8.3.1.3",null,"Application of microsurfacing for texture improvement, applied by spreader box (fine slurry coarse aggregate, rapid setting cationic emulsions, 1.5% 32.5N cement)","m³",1]
{"$rows_empty":44}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C8.4","index":25,"n_rows":57,"n_cols":8,"rows_kept":57,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.4:  Pricing Data"]
["Section C8.4: Rut and/or depression correction"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.4.1",null,null,"Rut and/or Depression correction (screeding)"]
[]
[null,"C8.4.1.1",null,"Bond coat using 50% diluted stable grade bitumen emulsion","litre ",1]
[]
[null,"C8.4.1.2",null,"Correction material"]
[]
[null,null,"(a)","Continuously-graded asphalt (10mml maximum aggregate size and 70/100)","ton ",1]
[]
[null,null,"(c)","Cold applied asphalt (Agrèment SA certified for specific class as specified)","ton",1]
[]
[null,null,"(d)","Coarse slurry (meduim grade and anionic type)","m3",1]
[]
[null,null,"(e)"," Microsurfacing","m3",1]
{"$rows_empty":37}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C8.5","index":26,"n_rows":59,"n_cols":8,"rows_kept":59,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.5:  Pricing Data"]
["Section C8.5: Standard crack sealing"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.5.1",null,null,"Standard crack sealing"]
[null,"C8.5.1.1",null,"Cleaning cracks"]
[null,null,"(a)","Cleaning crack with cold compressed air","m",1]
[]
[null,null,"(b)","Cleaning crack with hot compressed air","m",1]
[]
[null,"C8.5.1.2",null,"Applying herbicides for sealing cracks","litre",1]
[]
[null,"C8.5.1.3",null,"Priming (MC-30 cut-back bitumen)","litre",1]
[]
[null,"C8.5.1.4",null,"Sealing the cracks"]
[]
[null,null,"(a)","Sealing using (Anionic emulsion)","litre ",1]
[]
[null,"C8.5.1.5",null,"Heating of surface before rolling","m",1]
[]
[null,"C8.5.1.6",null,"Rolling the cracks","m",1]
{"$rows_empty":35}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":6},{"$f":"SUM(H7:H58)","v":0}]

{"sheet":"C8.6","index":27,"n_rows":50,"n_cols":8,"rows_kept":50,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.6:  Pricing Data"]
["Section C8.6: GEOSYNTHETIC CRACK SEALING"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.6.1",null,null,"Geosynthetic crack sealing"]
[]
[null,"C8.6.1.1",null,"Sealing cracks with 200 mm wide geosynthetic (A4 bidim)","m",1]
[]
[null,"C8.6.1.2",null,"Sealing cracks with geosynthetic over areas (modified bitumen emulsion - anionic)","m²",1]
{"$rows_empty":38}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C8.7","index":28,"n_rows":63,"n_cols":8,"rows_kept":63,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.7:  Pricing Data"]
["Section C8.7: Planning"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.7.1",null,null,"Planing"]
[]
[null,"C8.7.1.1",null,"Planing of road surface (up to 10 mm)","m2",1]
[]
[null,"C8.7.1.2",null,"Fog spraying on planed surfaces","litre ",1]
[]
[null,"C8.7.1.3",null,"Hand spraying","litre ",1]
[]
[null,"C8.7.1.4",null,"Spraying with mechanical equipment","litre ",1]
[]
[null,"C8.7.1.5",null,"Rolling the planed surface","m²-pass",1]
{"$rows_empty":45}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C8.8","index":29,"n_rows":141,"n_cols":8,"rows_kept":141,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.8:  Pricing Data"]
["Section C8.8: Patching and edge repair"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.8.1",null,null,"Saw cutting pavement layers for patching"]
[]
[null,"C8.8.1.1",null,"Asphalt or bituminous surfacing to an average depth"]
[]
[null,null,"(a)","Not exceeding 50mm","m",1]
[]
[null,null,"(b)","Exceeding 50mm but not exceeding 100mm","m",1]
[]
[null,null,"(c)","Exceeding 100 mm","m",1]
[]
[null,"C8.8.1.2",null,"Cemented pavement layers to an average depth"]
[]
[null,null,"(a)","Not exceeding 100 mm","m",1]
[]
[null,null,"(b)","Exceeding 100 mm but not exceeding 200 mm","m",1]
[]
[null,null,"(c)","Exceeding 200 mm","m",1]
[]
[null,"C8.8.1.3",null,"Granular layers to an average depth"]
[]
[null,null,"(a)","Not exceeding 100 mm","m",1]
[]
[null,null,"(b)","Not exceeding 200 mm","m",1]
[]
[null,null,"(c)","Exceeding 200 mm","m",1]
[]
["C8.8.2",null,null,"Excavation in existing pavements for patching (non-milling)"]
[]
[null,"C8.8.2.1",null,"Asphalt layers"]
[]
[null,null,"(a)","Not exceeding 10 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(d)","Exceeding 100 m²","m3",1]
[]
[null,"C8.8.2.2",null,"Cemented layers"]
[null,null,"(a)","Not exceeding 10 m2 including for edge repairs wider than 250 mm","m3",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250 mm","m3",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250 mm","m3",1]
[]
[null,null,"(d)","Exceeding 100 m²","m3",1]
[]
[null,"C8.8.2.3",null,"Base Layer"]
[]
[null,null,"(a)","Not exceeding 10 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250 mm","m3",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250 mm","m3",1]
[]
[null,null,"(d)","Exceeding 100 m² ","m3",1]
[]
["C8.8.3",null,null,"Compacting the floor of excavations for patching (93% Modified AASHTO compaction)","m2",1]
[]
["C8.8.4",null,null,"Backfilling of excavations for patching with:"]
[]
[null,"C8.8.4.1",null,"Chemically stabilized pavement material (cemented subbase - C4) for a patch with a surface area:"]
[]
[null,null,"(a)","Not exceeding 10 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(d)","Exceeding 100 m²","m3",1]
[]
[null,"C8.8.4.2",null,"Bitumen Stabilised Material (G2 emulsion treated base compacted to 100% of maximum dry density) for a patch with a surface area:"]
[]
[null,null,"(a)","Not exceeding 10 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250mm","m3",1]
[]
[null,null,"(d)","Exceeding 100 m²","m3",1]
[]
[null,"C8.8.4.3",null,"Asphalt for a patch with a surface area (cold mix medium grade asphalt at 2.2-2.7 ton/m³)"]
[]
[null,null,"(a)","Not exceeding 10 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(d)","Exceeding 100 m²","ton ",1]
[]
[{"$nulls":3},"Asphalt for a patch with a surface area (hot mix medium grade asphalt at 2.2-2.7 ton/m³)"]
[]
[null,null,"(a)","Not exceeding 10 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(d)","Exceeding 100 m²","ton ",1]
[]
[]
[null,"C8.8.4.4",null,"Granular base material (G2 classified material at 100% modified AASHTO) for a patch with a surface area"]
[]
[null,null,"(a)","Not exceeding 10 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(b)","Exceeding 10 m² but not exceeding 50 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(c)","Exceeding 50 m² up to 100 m² including for edge repairs wider than 250mm","ton ",1]
[]
[null,null,"(d)","Exceeding 100 m²","ton ",1]
[]
["C8.8.5",null,null,"Geosynthetic patching"]
[]
[null,"C8.8.5.1",null,"Sealing joints with geosynthetic strips (3-5% latex-modified cationic emulsion at 1 meter width)","m",1]
[]
[]
[]
["C8.8.6",null,null,"Repairing edge breaks in surfacing "]
[]
[null,"C8.8.6.1",null,"Cutting back the edges of the existing surfacing for the repairing of edge breaks","m",1]
[]
[null,"C8.8.6.2",null,"Prime coat (MC 30 Cutback bitumen)","litre",1]
[]
[null,"C8.8.6.3",null,"Reconstructing edges using:"]
[]
[null,null,"(a)","Continuously-graded hot asphalt (meduim graded )","ton ",1]
[]
[null,null,"(b)","Continuously-graded cold asphalt (Agrèment SA certified class 1 at 2.2-2.5ton/m³)","ton ",1]
[]
[null,null,"(c)","Bitumen Stabilised Material (emulsion treated base at 100% maximum dry density)","m³",1]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C8.9","index":30,"n_rows":61,"n_cols":8,"rows_kept":61,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C8.9:  Pricing Data"]
["Section C8.9: REPAIR OF SURFACE DEFECTS"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C8.9.1",null,null,"Heating of the road surface"]
[]
[null,"C8.9.1.1",null,"Establishing of heating apparatus on site for softening of the road surface","Lump sum",1]
[]
[null,"C8.9.1.2",null,"Heating of road surface","m²",1]
[]
["C8.9.2",null,null,"Aggregate for treatment of bleeding sections"]
[]
[null,"C8.9.2.1",null,"Heated aggregate (13.2 ,mm)","m³",1]
[]
[null,"C8.9.2.2",null,"Precoating of aggregate (Nominal precoating application by plant and 12 litre/m3)","m³",1]
[]
["C8.9.3",null,null,"Application and rolling in of heated aggregate","m²",1]
[]
[]
["C8.9.4",null,null,"Trial sections for heating, application and rolling in of heated aggregate","m²",1]
[]
["C8.9.5",null,null,"Water cutting:"]
[]
[null,"C8.9.5.1  ",null,"Establishing of water cutting equipment on site","lump sum",1]
[]
[null,"C8.9.5.2  ",null,"Water cutting of the road surface","m²",1]
[]
["C8.9.6",null,null,"Trial sections for water cutting","m²",1]
{"$rows_empty":30}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C9.1","index":31,"n_rows":154,"n_cols":7,"rows_kept":154,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C9.1:  Pricing Data"]
["Section C9.1: Asphalt Layers"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":3},"(R)","(R)"]
[null,"C9.1","ASPHALT LAYERS"]
[]
["C9.1.1",null,"Asphalt mix designs:"]
[]
[null,"C9.1.1.1","Stone skeletal mixes:"]
[]
[null,null,"(a) Continuously graded base or surfacing, 100mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.size","lump sum",1]
[]
[null,null,"(b) Continuously graded asphalt surfacing, medium grade, 20mm thick (60/70 penetration grade bitumen)","lump sum",1]
[]
[null,null,"(c) Continuously graded asphalt surfacing, medium grade, 30mm thick (60/70 penetration grade bitumen)","lump sum",1]
[]
[null,null,"(d) Continuously graded asphalt surfacing, medium grade, 40mm thick (60/70 penetration grade bitumen)","lump sum",1]
[]
[null,"C9.1.1.2","Sand skeletal mixes:"]
[]
[null,null,"(a) Continuously graded base or surfacing, 100 - 150mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.size","lump sum",1]
[]
[null,null,"(b) Semi-gap graded asphalt surfacing, medium grade, 20 - 40 mm thick (60/70 penetration grade bitumen)","lump sum",1]
[]
[null,null,"(c) Gap graded asphalt surfacing, medium grade, 20 - 40 mm thick (60/70 penetration grade bitumen)","lump sum",1]
[]
[]
["C9.1.2",null,"Construction of trial sections:"]
[]
[null,"C9.1.2.1","Asphalt layers, continuously graded asphalt, medium grade, 30mm thick (60/70 penetration grade bitumen) placed by a paver","m²",1]
[]
[null,"C9.1.2.2","Removal of trial section where so instructed by the Engineer","m²",1]
[]
["C9.1.3",null,"Application of bond coat:"]
[]
[null,"C9.1.3.1","Stable – grade 30 % net bitumen emulsion as specified. Applied with a calibrated distributer","ℓ",1]
[]
[null,"C9.1.3.2\t","Applied in restricted areas using a portable pressure sprayer","ℓ",1]
[]
[null,"C9.1.3.3","Applied by hand using brushes on all exposed transverse and longitudinal construction joints","ℓ",1]
[]
["C9.1.4",null,"Asphalt base "]
[]
[null,"C9.1.4.1","New Construction:"]
[]
[null,null,"(a) Stone skeletal mix - continuously graded base or surfacing, up to 100mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.size by a paver","m²",1]
[]
[]
[null,"C9.1.4.2","Rehabilitation "]
[]
[null,null,"(a)Stone skeletal mix – continuously graded as defined (80mm, 50/70 pen) ","ton ",1]
[]
[null,null,"(b) Stone skeletal mix - continuously graded base or surfacing, 100mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.size by a paver","ton",1]
[]
["C9.1.5",null,"Asphalt surfacing"]
[]
[null,"C9.1.5.1","New construction:"]
[]
[null,null,"(a) Stone skeletal mix – continuously graded asphalt, medium grade, 20mm thick (60/70 penetration grade bitumen) by a paver","m²",1]
[]
[null,null,"(b) Stone skeletal mix – continuously graded asphalt, medium grade, 30mm thick (60/70 penetration grade bitumen) by a paver","m²",1]
[]
[null,null,"(c) Stone skeletal mix – continuously graded asphalt, medium grade, 40mm thick (60/70 penetration grade bitumen) by a paver","m²",1]
[]
[null,"C9.1.5.2","Rehabilitation "]
[]
[null,null,"(a) Stone skeletal mix – continuously graded asphalt, medium grade, 20mm thick (60/70 penetration grade bitumen) by a paver","ton ",1]
[]
[null,null,"(b) Stone skeletal mix – continuously graded asphalt, medium grade, 30mm thick (60/70 penetration grade bitumen) by a paver","ton ",1]
[]
[null,null,"(c) Stone skeletal mix – continuously graded as defined (40mm,50/70 pen)  ","ton ",1]
[]
[null,null,"(d) Stone skeletal mix – continuously graded as defined (80mm,50/70 pen)  ","ton ",1]
[]
[null,null,"(e) Stone skeletal mix - continuously graded base or surfacing, 100mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.size by a paver","ton",1]
[]
["C9.1.6",null,"Extra over pay items C.9.1.4.1 and C.9.1.5.1 for placing small quantities of asphalt of less than 10 tons specially produced as specified in terms of Clause A9.1.7.1d)","t",1]
[]
["C9.1.7",null,"Placing and compacting asphalt in restricted areas:"]
[]
[null,"C9.1.7.1","Extra over payment items C9.1.4.1 and C9.1.5.1 for continuously graded base or surfacing, 100mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.size and continuously graded asphalt, medium grade, 30mm thick (60/70 penetration grade bitumen) placed by a hand","m²",1]
[]
[null,"C9.1.7.2","Extra over payment items C9.1.4.2 and C9.1.5.2 for continuously graded base or surfacing, 100mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.size and continuously graded asphalt surfacing, medium grade, 30mm thick (60/70 penetration grade bitumen) placed by a hand","t",1]
[]
["C9.1.8",null,"Surfacing of bridge decks:"]
[]
[null,"C9.1.8.1","Levelling course: continuously graded base or surfacing, 100mm thick using 40/50 pen. grade bitumen 26.5mm max.aggr.siz","t",1]
[]
[null,"C9.1.8.2","Surfacing, continuously graded asphalt, medium grade, 20mm thick (60/70 penetration grade bitumen) placed by a paver","t",1]
[]
[null,null,"Surfacing, continuously graded asphalt, medium grade, 30mm thick (60/70 penetration grade bitumen) placed by a paver","t",1]
[]
[null,null,"Surfacing, continuously graded asphalt, medium grade, 40mm thick (60/70 penetration grade bitumen) placed by a paver","t",1]
[]
["C9.1.9",null,"Application of rolled in chippings:"]
[]
[null,"C9.1.9.1","By means of chip spreader","m²",1]
[]
[null,"C9.1.9.2","By hand in restricted areas","m²",1]
[]
["C9.1.10",null,"Variation rates  "]
[]
[null,"C9.1.10.1","Bitumen (50/70 pen)","ton ",1]
[]
[null,"C9.1.10.1.1","Bitumen (40/50 pen)","ton ",1]
[]
[null,"C9.1.10.1.2","Bitumen (60/70 pen)","ton ",1]
[]
[null,"C9.1.10.2","Aggregate   ","ton ",1]
[]
[null,"C9.1.10.3","Active filler (lime unless stated in Contract Documentation) ","ton ",1]
[]
[null,"C9.1.10.4","Cellulose fibre","t",1]
[]
[null,"C9.1.10.5","Rolled-in chippings","t",1]
[]
[]
[null,"C9.1.10.6","Bituminous bond coat – net bitumen (60% anionic emulsion)","ton ",1]
[]
["C9.1.11",null,"Asphalt warm mix technology – extra over/under rate"]
[]
[null,"C9.1.11.1","New construction","m²",1]
[]
[null,"C9.1.11.2","Rehabilitation","ton",1]
[]
["C9.1.13",null,"Coring of asphalt layers  "]
[]
[null,"C9.1.13.1","100mm diameter","No.",1]
[]
[null,"C9.1.13.2","150 mm diameter","No.",1]
[]
["C9.1.14",null,"Surface regularity testing as described in Clause A9.1.8.4:"]
[]
[null,"C9.1.14.1","Establishment of equipment: Inertial laser Profilometer \r\nOther Profilometer type, e.g. ARRB Walking or Face Dipstick","No",1]
[]
[null,"C9.1.14.2","Profiler Surveys utilising equipment as specified - Base layers and surfacing layers","km",1]
["C9.1.15",null,"Milling of bridge decks and keys adjacent to bridge decks:"]
[]
[null,"C9.1.15.1","Provision of an appropriate sized milling machine","No",1]
[]
[null,"C9.1.15.2","Milling of bridge decks and keys to bridge deck approaches","m³",1]
[]
[null,"C9.1.15.3","Cleaning of milled surfaces","m²",1]
[]
["C9.1.16",null,"Work undertaken in accordance with a Product Performance Guarantee System:"]
[]
[null,"C9.1.16.1","Provision of a Performance Guarantee","lump sum",1]
[]
[null,"C9.1.16.2","Construction of pavement layer","m²",1]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C10.1","index":32,"n_rows":139,"n_cols":8,"rows_kept":139,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C10.1:  Pricing Data"]
["Section C10.1: General Requirements for surface treatments"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C10.1.1",null,null,"Single seals including a cover spray, if specified (grade of aggregate: grade A precoated stones; type of binder: 150/200 penetration grade bitumen):"]
[]
[null,"C10.1.1.1",null,"Using 5,0mm aggregate","m2",1]
[]
[null,"C10.1.1.2",null,"Using 7,1mm aggregate","m2",1]
[]
[null,"C10.1.1.3",null,"Using 10 mm aggregate","m2",1]
[]
[null,"C10.1.1.4",null,"Using 14 mm aggregate","m2",1]
[]
[null,"C10.1.1.5",null,"Using 20 mm aggregate","m2",1]
[]
["C10.1.2",null,null,"Single seals including a cover spray, if specified (grade of aggregate: grade A precoated stones; type of binder: 150/200 penetration grade bitumen) spreading the aggregate by (walk behind spreader):"]
[]
[null,"C10.1.2.1",null,"Using 5,0mm aggregate","m2",1]
[]
[null,"C10.1.2.2",null,"Using 7,1mm aggregate","m2",1]
[]
[null,"C10.1.2.3",null,"Using 10 mm aggregate","m2",1]
[]
[null,"C10.1.2.4",null,"Using 14 mm aggregate","m2",1]
[]
[null,"C10.1.2.5",null,"Using 20 mm aggregate","m2",1]
[]
[]
["C10.1.3",null,null,"Multiple stone seals including a cover spray, if specified using:"]
[]
[null,"C10.1.3.1",null,"20 mm and 10 mm aggregate (grade of aggregate: grade A precoated stones; type of binder: 150/200 penetration grade bitumen)","m2",1]
[]
[null,"C10.1.3.2",null,"20 mm and 7,1 mm aggregate (grade of aggregate: grade A precoated stones; type of binder: 150/200 penetration grade bitumen)","m2",1]
[]
[null,"C10.1.3.3",null,"14 mm and 7,1 mm aggregate (grade of aggregate: grade A precoated stones; type of binder: 150/200 penetration grade bitumen)","m2",1]
[]
[null,"C10.1.3.4",null,"14mm and 5,0mm aggregate (grade of aggregate: grade A precoated stones; type of binder: 150/200 penetration grade bitumen)","m2",1]
[]
[null,"C10.1.3.5",null,"20 mm with a split application of 7,1 mm aggregate (grade of aggregate: grade A precoated stones; type of binder: 150/200 penetration grade bitumen)","m2",1]
[]
["C10.1.9",null,null,"Bituminous binder variations:"]
[]
[null,"C10.1.9.1",null,"70/100 Penetration grade bitumen","litre ",1]
[]
[null,"C10.1.9.2",null,"60% Stable-grade emulsion","litre ",1]
[]
[null,"C10.1.9.3",null,"Cationic Stable grade emulsion (70/100)","litre ",1]
[]
[null,"C10.1.9.4",null,"Cationic Spray-grade emulsion (70/100)","litre ",1]
[]
["C10.1.10",null,null,"Aggregate variation (state grade):"]
[]
[null,"C10.1.10.1",null,"5mm aggregate","m3",1]
[]
[null,"C10.1.10.2",null,"7,1mm aggregate","m3",1]
[]
[null,"C10.1.10.3",null,"10 mm aggregate","m3",1]
[]
[null,"C10.1.10.4",null,"14 mm aggregate","m3",1]
[]
[null,"C10.1.10.5",null,"20 mm aggregate","m3",1]
[]
["C10.1.11",null,null,"Application of cover spray:"]
[]
[null,"C10.1.11.1",null,"60% Anionic Stable-grade emulsion","litre ",1]
[]
[null,"C10.1.11.2",null,"60% Diluted Anionic stable-grade emulsion ","litre ",1]
[]
["C10.1.12",null,null,"Application of cover spray by hand:"]
[]
[null,"C10.1.12.1",null,"60% Anionic Stable-grade emulsion","litre ",1]
[]
[null,"C10.1.12.2",null,"60% Diluted Anionic Stable-grade emulsion ","litre ",1]
[]
["C10.1.14",null,null,"Precoating of aggregate using a frontend loader"]
[]
[null,"C10.1.14.1",null,"Product containing low flashpoint solvent (cationic emulsified asphatl)  ","litre ",1]
[]
[null,"C10.1.14.2",null,"Product containing no low flashpoint solvent (cationic emulsified asphalt)","litre ",1]
[]
["C10.1.15",null,null,"Precoating of aggregate by hand"]
[]
[null,"C10.1.15.1",null,"Product containing low flashpoint solvent (precoating fluid: bitumen prime (MC30) cut back bitumen with aromatic paraffin)","litre ",1]
[]
[null,"C10.1.15.2",null,"Product containing no low flashpoint solvent (precoating fluid: bitumen prime (MC30) cut back bitumen with aromatic paraffin)","litre ",1]
[]
["C10.1.17",null,null,"Aggregate for blinding:"]
[]
[null,"C10.1.17.1",null,"Natural sand","m³",1]
[]
[null,"C10.1.17.2",null,"Crusher sand","m³",1]
[]
["C10.1.18",null,null,"Aggregate for blinding by hand:"]
[]
[null,"C10.1.18.1",null,"Natural sand","m³",1]
[]
[null,"C10.1.18.2",null,"Crusher sand","m³",1]
[]
["C10.1.19",null,null,"Extra over item for work in areas inaccessible to mechanical equipment:"]
[]
[null,"C10.1.19.1",null,"Single seals","m²",1]
[]
[null,"C10.1.19.2",null,"Multiple stone seals","m²",1]
[]
[{"$nulls":3},"Cape seals with one layer of slurry","m²",1]
[null,"C10.1.19.3"]
[{"$nulls":3},"Cape seals with two layers of slurry","m²",1]
[]
[null,"C10.1.19.4",null,"Graded aggregate seals","m²",1]
[]
[null,"C10.1.19.5",null,"Sand and Grit seals","m²",1]
[]
[null,"C10.1.19.6",null,"Conventional slurry","m²",1]
[]
["C10.1.22",null,null,"Bituminous single seal and slurry, including a cover spray if specified:"]
[]
[null,"C10.1.22.1",null,"Bituminous single seal with 20 mm aggregate and first slurry (tack coat: 65% Cationic polymer modified emulsion; cover spray: 65% Cationic spray grade emulsion binder and grade of aggregate: A)"]
[]
[null,"C10.1.22.2",null,"Bituminous single seal with 14mm aggregate and slurry (tack coat: 65% Cationic polymer modified emulsion; cover spray: 65% Cationic spray grade emulsion binder and grade of aggregate: A)","m2",1]
[]
[null,"C10.1.22.3",null,"Bituminous single seal with 10 mm aggregate and slurry (indicate type of tack coat and cover spray binder, grade of aggregate and grade of slurry)","m2",1]
[]
[null,"C10.1.22.4",null,"Extra over C10.1.22.1 for application of second slurry (grade of slurry: coarse)","m2",1]
[]
["C10.1.24",null,null,"Variation in the rate of application of the fine slurry:"]
[]
[null,"C10.1.24.1",null,"Fine grade","m3",1]
[]
[null,"C10.1.24.2",null,"Medium grade","m3",1]
[]
["C10.1.28",null,null,"Surfacing (state type and binders)","m2",1]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C11.1","index":33,"n_rows":219,"n_cols":8,"rows_kept":219,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5],[79,0,80,0],[79,2,80,2],[79,3,80,3],[79,4,80,4],[79,5,80,5],[198,0,199,0],[198,2,199,2],[198,3,199,3],[198,4,199,4],[198,5,199,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C11.1:  Pricing Data"]
["Section C11.1: PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C11.1",null,null,"PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION"]
[]
[null,"C11.1.1",null,"Foundation trenches for stone masonry walls:"]
[]
[null,"C11.1.1.1","(a)","Excavating foundation trenches in soft material using labour enhanced construction methods","m³",1]
[]
[null,"C11.1.1.2","(b)","Excavating foundation trenches in intermediate material using labour enhanced construction methods 0 m to 1,0 m depth","m³",1]
[]
[null,"C11.1.2",null,"Stone pitching:"]
[]
[null,"C11.1.2.1",null,"Plain stone pitching:"]
[]
[{"$nulls":3},"(a) Method 1","m²",1]
[]
[{"$nulls":3},"(b) Method 2","m²",1]
[]
[null,"C11.1.2.2",null,"Grouted stone pitching with mortar","m²",1]
[]
[null,"C11.1.2.3",null,"Grouted stone pitching on a concrete bed","m²",1]
[]
[null,"C11.1.3",null,"Riprap:"]
[]
[null,"C11.1.3.1",null,"Packed riprap"]
[]
[{"$nulls":3},"50 kg rock","m³",1]
[]
[{"$nulls":3},"100 kg rock","m³",1]
[]
[{"$nulls":3},"150 kg rock","m³",1]
[]
[null,"C11.1.3.2",null,"Extra over item C11. 1. 3. 1 for constructing packed riprap using labour enhanced construction methods (Maximum size of stone shall be 0,03  m³ or a maximum mass of 30 kg)","m³",1]
[]
[null,"C11.1.3.3",null,"Dumped riprap"]
[]
[{"$nulls":3},"50 kg rock","m³",1]
[]
[{"$nulls":3},"100 kg rock","m³",1]
[]
[{"$nulls":3},"150 kg rock","m³",1]
[]
[null,"C11.1.3.4",null,"Filter layer consisting of:"]
[]
[{"$nulls":3},"(a) Crushed stone","m³",1]
[]
[{"$nulls":3},"(b) Filter sand","m³",1]
[]
[{"$nulls":3},"(c) Geotextile (type, class and grade stated)","m²",1]
[]
[null,"C11.1.4",null,"Stone masonry walls:"]
[]
[null,"C11.1.4.1",null,"Plain packed stone walls","m³",1]
[]
[null,"C11.1.4.2",null,"Cement-mortared stone walls","m³",1]
[]
[null,"C11.1.4.3",null,"Extra over items C11.1.4.1 and C11.1.4.2 for procuring stone from commercial sources","m³",1]
[]
["C11.1.5",null,null,"Concrete pitching or paving:"]
[]
[null,"C11.1.5.1",null,"Cast-in-situ concrete pitching or paving, Class 15/20 concrete 200mm thick","m²",1]
[]
[null,"C11.1.5.2",null,"Prefabricated concrete grass blocks","m²",1]
[]
[null,"C11.1.5.3",null,"Welded steel fabric used for cast-in-situ pitching or paving (Ref 395)","kg",1]
[]
["C11.1.6",null,null,"Concrete edge beams (Class 25/38)","m³",1]
[]
["C11.1.7",null,null,"Provision of approved herbicide and ant poison:"]
[]
[null,"C11.1.7.1",null,"Provision of materials","PC sum",1,{"v":15000,"d":"R15,000.00"},{"$f":"G75","v":{"v":15000,"d":"R15,000.00"}}]
[]
[null,"C11.1.7.2",null,"Contractor’s charges and profit added to the prime cost sum","%",{"$f":"H75","v":15000}]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C11.2",null,null,"NON-STRUCTURAL GABIONS"]
[]
[null,"C11.2.1",null,"Foundation trench excavation:"]
[]
[null,"C11.2.1.1",null,"Excavating all material situated within the following depth ranges below the surface level:"]
[]
[{"$nulls":3},"(a) 0 m to 1,5 m","m³",1]
[]
[{"$nulls":3},"(b) Exceeding 1,5 m and up to 3,0 m","m³",1]
[]
[{"$nulls":3},"(b) Exceeding 3.0 m and up to 4.5 m","m³",1]
[]
[null,"C11.2.1.2",null,"Extra over sub-item C11.2.1.1 for excavation in hard material, irrespective of depth","m³",1]
[]
[null,"C11.2.1.3",null,"Excavating soft material within 1,5 m below the surface level using labour enhanced construction methods:","m³",1]
[]
[null,"C11.2.1.4",null,"Excavating intermediate material within 1,5 m below the surface level using labour enhanced construction methods:","m³",1]
[]
[null,"C11.2.2",null,"Surface preparation for bedding the gabion boxes and mattresses","m²",1]
[]
[null,"C11.2.3",null,"Gabion boxes and mattresses:"]
[]
[null,"C11.2.3.1",null,"Galvanized gabion boxes"]
[]
[{"$nulls":3},"1,0 m wide by 0,5 m deep"]
[]
[{"$nulls":3},"by 1,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 2,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 3,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 4,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"1,0 m wide by 1,0 m wide"]
[]
[{"$nulls":3},"by 1,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 2,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 3,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 4,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[null,"C11.2.3.2",null,"PVC coated gabion boxes"]
[]
[{"$nulls":3},"1,0 m wide by 0,5 m deep"]
[]
[{"$nulls":3},"by 1,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 2,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 3,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 4,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"1,0 m wide by 1,0 m wide"]
[]
[{"$nulls":3},"by 1,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 2,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 3,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 4,0 m long mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[null,"C11.2.3.3",null,"Galvanized gabion mattresses"]
[]
[{"$nulls":3},"1,0 m diaphragm spacing, 6,0 m long by 2,0 m wide"]
[]
[{"$nulls":3},"by 0,2 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,3 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,5 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"0,6 m diaphragm spacing, 6,0 m long by 2,0 m wide"]
[]
[{"$nulls":3},"by 0,2 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,3 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,5 m deep mesh  ","m³",1]
[]
[null,"C11.2.3.4",null,"PVC-coated gabion mattresses"]
[]
[{"$nulls":3},"1,0 m diaphragm spacing, 6,0 m long by 2,0 m wide"]
[]
[{"$nulls":3},"by 0,2 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,3 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,5 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"0,6 m diaphragm spacing, 6,0 m long by 2,0 m wide"]
[]
[{"$nulls":3},"by 0,2 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,3 m deep mesh Type 80 with 3.7mm Class A ","m³",1]
[]
[{"$nulls":3},"by 0,5 m deep mesh  ","m³",1]
[]
[null,"C11.2.4",null,"Geotextile"]
[]
[{"$nulls":3},"Bidim U14 or similiar","m²",1]
[]
[{"$nulls":3},"Bidim U24 or similiar","m²",1]
[]
[{"$nulls":3},"Bidim U34 or similiar","m²",1]
[]
[{"$nulls":3},"Bidim U44 or similiar","m²",1]
[]
[{"$nulls":3},"Bidim U64 or similiar","m²",1]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]
[]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
[]
["C11.3",null,null,"GUIDE BLOCKS AND KILOMETRE MARKERS"]
[]
[null,"C11.3.1",null,"Guide blocks"]
[]
[null,"C11.3.2",null,"Kilometre markers"]
[]
[null,"C11.3.3",null,"Kilometre markers mounted on reinforced concrete pipes (diameter specified)"]
[]
[null,null,"a)","300 mm Ø RC pipe","No.",1]
[]
[null,null,"b)","375 mm Ø RC pipe","No.",1]
[]
[null,null,"c)","450 mm Ø RC pipe","No.",1]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C11.4","index":34,"n_rows":71,"n_cols":8,"rows_kept":71,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C11.4:  Pricing Data"]
["Section C11.4: ROAD RESTRAINT SYSTEMS"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
[]
["C11.4.6",null,null,"Reflective plates"]
[]
[null,"C11.4.6.1",null,"Steel plates","No.",1]
[]
[null,"C11.4.6.2",null,"Plastic plates","No.",1]
[]
["C11.4.7",null,null,"Removing existing guardrails:","m",1]
[]
["C11.4.8",null,null,"Renovating guardrail material:"]
[]
[null,"C11.4.8.1",null,"Painting guardrails, end wings and bullnoses","m",1]
[]
["C11.4.9",null,null,"Re-erection of guardrails with recovered or provided material:"]
[]
[null,"C11.4.9.1",null,"Single guardrail","m",1]
[]
[null,"C11.4.9.2",null,"Double guardrail","m",1]
[]
[null,"C11.4.9.3",null,"Extra over C11.4.9.1 and C11.4.9.2 for excavating holes of posts using labour enhanced methods","m",1]
[]
["C11.4.10",null,null,"End treatments to existing guardrails with recovered or provided material:"]
[]
[null,"C11.4.10.1",null,"End wings","No.",1]
[]
[null,"C11.4.10.2",null,"Bullnoses","No.",1]
[]
[null,"C11.4.10.3",null,"Bridge adaptors","No.",1]
[]
[null,"C11.4.10.4",null,"End treatments with single guardrails","No.",1]
[]
[null,"C11.4.10.5",null,"End treatments with double guardrails","No.",1]
[]
[null,"C11.4.10.6",null,"Extra over C11.4.10.4 and C11.4.10.5 for excavating holes of posts using labour enhanced methods (soft and intermediate)","No.",1]
[]
["C11.4.11",null,null,"New material required for the re-erection guardrails with recovered materials:"]
[]
[null,"C11.4.11.1",null,"Guardrails, 3,81 m compliant to SANS 1350","No.",1]
[]
[null,"C11.4.11.2",null,"Timber posts compliant to SANS 457","No.",1]
[]
[null,"C11.4.11.3",null,"Steel posts","No.",1]
[]
[null,"C11.4.11.4",null,"Reflective plates","No.",1]
[]
[null,"C11.4.11.5",null,"Spacer blocks compliant to SANS 457","No.",1]
[]
[null,"C11.4.11.6",null,"Splice bolt complete with nut and washer compliant to SANS 1350","No.",1]
[]
[null,"C11.4.11.7",null,"Post bolt complete with nut and washer compliant to SANS 1350","No.",1]
[]
[null,"C11.4.11.8",null,"Reinforcing plates","No.",1]
[]
["C11.4.15",null,null,"Disposal of existing guardrails"]
[]
[null,"C11.4.15.1",null,"Straight or curved longitudinal guardrails","m",1]
[]
[null,"C11.4.15.2",null,"End treatments with single guardrails","m",1]
[]
[null,"C11.4.15.3",null,"End treatments with double guardrails","m",1]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C11.6","index":35,"n_rows":199,"n_cols":8,"rows_kept":199,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5],[198,0,198,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C11.6:  Pricing Data"]
["Section C11.6: ROAD SIGNS"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
[null,"C11.6",null,"ROAD SIGNS"]
[]
["C11.6.1",null,null,"Road signboards with painted or coloured semi-matt background. Symbols, lettering  and borders in semi- matt black or in Class I retro-reflective material, where the sign board is constructed from:"]
[]
[null,"C11.6.1.1",null,"Aluminium sheet (2,0 mm thick):"]
[]
[null,null,"(a)"," Area 0 to 0,5 m²","m²"]
[]
[null,null,"(b)"," Area exceeding 0,5 m² but not 2,0 m²","m²"]
[]
[null,null,"(c) ","Area exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,null,"(d)"," Area exceeding 10 m²","m²"]
[]
[null,"C11.6.1.2",null,"Aluminium composite sheet:"]
[]
[null,null,"(a)"," Area 0 to 0,5 m² (indicate plate thickness, 2,0 or 3,0 mm)","m²"]
[]
[null,null,"(b)"," Area exceeding 0,5 m² but not 2,0 m² (indicate plate thickness, 2,0 or 3,0 mm)","m²"]
[]
[null,null,"(b) ","Area exceeding 2,0 m² but not 10 m² (3,0 mm plate thickness)","m²"]
[]
[null,null,"(c)"," Area exceeding 10 m² (3,0 mm plate thickness)","m²"]
[]
[null,"C11.6.1.3",null,"Prepainted galvanized steel plate:"]
[]
[null,null,"(a)"," Area 0 to 0,5 m²","m²"]
[]
[null,null,"(b)"," Area exceeding 0,5 m² but not 2,0 m²","m²"]
[]
[null,null,"(c) ","Area exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,null,"(d)"," Area exceeding 10 m²","m²"]
[]
[null,"C11.6.1.4",null,"Prepainted galvanized steel profiles (200 mm high panels):"]
[]
[null,null,"(a)"," Area 0 to 0,5 m²","m²"]
[]
[null,null,"(b)"," Area exceeding 0,5 m² but not 2,0 m²","m²"]
[]
[null,null,"(c)"," Area exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,null,"(d)"," Area exceeding 10 m²","m²"]
[]
[null,"C11.6.1.5",null,"Other material (details indicated):"]
[]
[null,null,"(a)"," Area 0 to 0,5 m²","m²"]
[]
[null,null,"(b)"," Area exceeding 0,5 m² but not 2,0 m²","m²"]
[]
[null,null,"(c)"," Area exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,null,"(d)"," Area exceeding 10 m²","m²"]
[]
[null,"C11.6.1.6",null,"Extra over items C11.6.1.1 to C11.6.1.4 for attaching signboards to overhead gantry structures and overhead to bridges","m²"]
[]
[null,"C11.6.1.7",null,"Regulatory signs, permanent:"]
[]
[null,null,"(a)"," 600 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(b)"," 900 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(c) ","1200 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,"C11.6.1.8",null,"Regulatory signs, temporary:"]
[]
[null,null,"(a)","600 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(b)","900 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(c) ","1200 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,"C11.6.1.9",null,"Warning signs, permanent:"]
[]
[null,null,"(a)","600 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(b)","900 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(c) ","1200 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(d) ","1500 mm size (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,"C11.6.1.10",null,"Warning signs, temporary:"]
[]
[null,null,"(a)","600 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(b)","900 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(c) ","1200 mm diameter (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,null,"(d) ","1500 mm size (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,"C11.6.1.11",null,"Supplementary plates to permanent regulatory or warning signs (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","m²"]
[]
[null,"C11.6.1.12",null,"Supplementary plates to temporary regulatory or warning signs (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","m²"]
[]
["C11.6.2",null,null,"Extra over on item C11.6.1 for using:"]
[]
[null,"C11.6.2.1",null,"Background of retro-reflective material:"]
[]
[null,null,"(a)","Class I","m²"]
[]
[null,null,"(b)","Class II","m²"]
[]
[null,null,"(c) ","Class IV specify a) or b)","m²"]
[]
[null,"C11.6.2.2",null,"Lettering, symbols, numbers, arrows, emblems and borders of retro-reflective material:"]
[]
[null,null,"(a)","Class III","m²"]
[]
[null,null,"(b)","Class IV specify a) or b)","m²"]
[]
["C11.6.3",null,null,"Road sign supports (overhead road sign structures excluded):"]
[]
[null,"C11.6.3.1",null,"Steel tubing ","t"]
[]
[null,"C11.6.3.2",null,"Timber, 80mm dia","m"]
[]
["C11.6.5",null,null,"Excavation and backfilling for road sign supports (not applicable to kilometre posts):"]
[]
[null,"C11.6.5.1",null,"Excavating soft material and backfilling","m³"]
[]
[null,"C11.6.5.2",null,"Excavating soft or intermediate material and backfilling using labour enhanced construction methods","m³"]
[]
[null,"C11.6.5.3",null,"Extra over item C11.6.5.1 and 2 for cement-treated soil backfill","m³"]
[]
[null,"C11.6.5.4",null,"Extra over item C11.6.5.1 for hard material excavation","m³"]
[]
[null,"C11.6.5.5",null,"Imported backfill material from commercial sources","m³"]
[]
["C11.6.6",null,null,"Dismantling, storing and re-erecting road signs with a surface area of:"]
[]
[null,"C11.6.6.1",null,"Area 0 to 0,5 m²","m²"]
[]
[null,"C11.6.6.2",null,"Area exceeding 0,5 m² but not 2,0 m²","m²"]
[]
[null,"C11.6.6.3",null,"Exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,"C11.6.6.4",null,"Exceeding 10 m²","m²"]
[]
["C11.6.7",null,null,"Dismantling and storing of road signs and overhead signs:"]
[]
[null,"C11.6.7.1",null,"Dismantling and storing of road signs with a surface area of:"]
[]
[null,null,"(a)","Area 0 to 0,5 m²","m²"]
[]
[null,null,"(b)","Area exceeding 0,5 m² but not 2,0 m²","m²"]
[]
[null,null,"(c) ","Exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,null,"(d) ","Exceeding 10 m²","m²"]
[]
[null,"C11.6.7.2",null,"Dismantling and storing of overhead signs with a surface area of:"]
[]
[null,null,"(a)","Area exceeding 0 m² but not 2,0 m²","m²"]
[]
[null,null,"(b)","Exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,null,"(c) ","Exceeding 10 m²","m²"]
[]
["C11.6.8",null,null,"Danger plates at culverts / structures:"]
[]
[null,"C11.6.8.1",null,"Size 150 x 600 mm (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,"C11.6.8.2",null,"Size 200 x 800 mm (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
[null,"C11.6.8.3",null,"Size 300 x 1200 mm (aluminium sheet and symbol retro-reflective in Class I retro-reflective material)","No"]
[]
["C11.6.9",null,null,"Installation of traffic signals:"]
[]
[null,"C11.6.9.1",null,"Specialist installation of traffic signals","PC sum",1,750000,{"$f":"G177","v":{"v":750000,"d":"750,000.00"}}]
[]
[null,"C11.6.9.2",null,"Handling cost, profit and all other charges of sub item C11.6.9.1","%",{"$f":"H177","v":{"v":750000,"d":"750,000.00"}}]
[]
["C11.6.10",null,null,"Disposing of road signs with a surface area of:"]
[]
[null,"C11.6.10.1",null,"Area 0 to 0,5 m²","m²"]
[]
[null,"C11.6.10.2",null,"Area exceeding 0,5 m² but not 2,0 m²","m²"]
[]
[null,"C11.6.10.3",null,"Exceeding 2,0 m² but not 10 m²","m²"]
[]
[null,"C11.6.10.4",null,"Exceeding 10 m²","m²"]
[]
["C11.6.11",null,null,"Disposing of overhead road signs:"]
[]
[null,"C11.6.11.1",null,"Up to 10 m²","m²"]
[]
[null,"C11.6.11.2",null,"Exceeding 10 m²","m²"]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C11.7","index":36,"n_rows":229,"n_cols":8,"rows_kept":229,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5],[228,0,228,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C11.7:  Pricing Data"]
["Section C11.7: Road Markings and road studs"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C11.7",null,null,"ROAD MARKINGS AND ROAD STUDS"]
[]
[null,"C11.7.1",null,"Road marking:"]
[]
[null,"C11.7.1.1",null,"White lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"100mm wide","km",1]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[{"$nulls":3},"500mm wide","km",1]
[]
[null,"C11.7.1.2",null,"Yellow lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.1.3",null,"Red lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.1.4",null,"White lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.5",null,"Yellow lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.6",null,"Red lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
["C11.7.8","C11.7.1.7",null,"Transverse lines, painted island and arrestor bed markings (any colour) (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
["C11.7.10","C11.7.1.8",null,"Labour enhanced hand painted white lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"100mm wide","m²",1]
[]
[{"$nulls":3},"150mm wide","m²",1]
[]
[{"$nulls":3},"500mm wide","m²",1]
[]
[null,"C11.7.1.9",null,"Labour enhanced hand painted yellow lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","m²",1]
[]
[null,"C11.7.1.10",null,"Labour enhanced hand painted red lines broken or unbroken (paint type and width of line indicated)"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.1.11",null,"Labour enhanced hand painted white lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.12",null,"Labour enhanced hand painted yellow lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.13",null,"Labour enhanced hand painted transverse lines, painted island and arrestor bed markings (any colour) (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.14",null,"Labour enhanced hand painted kerb markings (any colour) (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.15",null,"Labour enhanced hand operated pressure applied machine white lines broken or unbroken (paint type and width of line indicated)"]
[]
[{"$nulls":3},"100mm wide","km",1]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[{"$nulls":3},"500mm wide","km",1]
[]
[null,"C11.7.1.16",null,"Labour enhanced hand operated pressure applied machine yellow lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.1.17",null,"Labour enhanced hand operated pressure applied machine red lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.1.18",null,"Labour enhanced hand operated pressure applied machine white lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.19",null,"Labour enhanced hand operated pressure applied machine yellow lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.1.20",null,"Labour enhanced hand operated pressure applied machine transverse lines, painted island and arrestor bed markings (any colour) (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2",null,"Retro-reflective road marking:"]
[]
[null,"C11.7.2.1",null,"White lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"100mm wide","km",1]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[{"$nulls":3},"500mm wide","km",1]
[]
[null,"C11.7.2.2",null,"Yellow lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.2.3",null,"Red lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.2.4",null,"White lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.5",null,"Yellow lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.6",null,"Red lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.7",null,"Transverse lines, painted island and arrestor bed markings (any colour) (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.8",null,"Hand painted white lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"100mm wide","km",1]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[{"$nulls":3},"500mm wide","km",1]
[]
[null,"C11.7.2.9",null,"Hand painted yellow lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.2.10",null,"Hand painted red lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.2.11",null,"Hand painted white lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.12",null,"Hand painted yellow lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.13",null,"Hand painted transverse lines, painted island and arrestor bed markings (any colour) (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.14",null,"Hand operated pressure applied machine white lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"100mm wide","km",1]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[{"$nulls":3},"500mm wide","km",1]
[]
[null,"C11.7.2.15",null,"Hand operated pressure applied machine yellow lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.2.16",null,"Hand operated pressure applied machine red lines broken or unbroken (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))"]
[]
[{"$nulls":3},"150mm wide","km",1]
[]
[null,"C11.7.2.17",null,"Hand operated pressure applied machine white lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.18",null,"Hand operated pressure applied machine yellow lettering and symbols (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.2.19",null,"Hand operated pressure applied machine transverse lines, painted island and arrestor bed markings (any colour) (retro-reflective road-marking paint (water based paint applied at 0.6 l/m2))","m²",1]
[]
[null,"C11.7.3",null,"Thermoplastic road marking:"]
[]
[null,"C11.7.3.1",null,"Thermoplastic road marking, broken or unbroken (white 100mm wide):","km",1]
[]
[null,"C11.7.3.2",null,"Performance based thermoplastic road marking, broken or unbroken (white 100mm wide):","km",1]
[]
[null,"C11.7.3.3",null,"Reduced payment for thermoplastic road marking, white lines, broken or unbroken (100mm):","km",1]
[]
[null,"C11.7.3.4",null,"Reduced payment for thermoplastic road marking, yellow lines, broken or unbroken (100mm):","km",1]
[]
[null,"C11.7.4",null,"Cold plastic road marking material:"]
[]
[null,"C11.7.4.1",null,"White lettering and symbols","m²",1]
[]
[null,"C11.7.4.2",null,"Yellow lettering and symbols","m²",1]
[]
[null,"C11.7.4.3",null,"Red lettering and symbols","m²",1]
[]
[null,"C11.7.4.4",null,"Transverse lines, painted island and arrestor bed markings (any colour)","m²",1]
[]
[null,"C11.7.5",null,"Variations in rate of application:"]
[]
[null,"C11.7.5.1",null,"White paint","ℓ",1]
[]
[null,"C11.7.5.2",null,"Yellow paint","ℓ",1]
[]
[null,"C11.7.5.3",null,"Red paint","ℓ",1]
[]
[null,"C11.7.5.4",null,"Retro-reflective beads","kg",1]
[]
[null,"C11.7.5.5",null,"Thermoplastic material, all colours","kg",1]
[]
[null,"C11.7.5.6",null,"Cold plastic marking material, all colours","kg",1]
[]
[null,"C11.7.6",null,"Pre formed road marking tape:"]
[]
[null,"C11.7.6.1",null,"White","m",1]
[]
[null,"C11.7.6.2",null,"Yellow ","m",1]
[]
[null,"C11.7.6.3",null,"Red","m",1]
[]
[null,"C11.7.7",null,"Road studs:"]
[]
[null,"C11.7.7.1",null,"Permanent road studs compliant to SANS 1442","No",1]
[]
[null,"C11.7.7.2",null,"Permanent road studs compliant to SANS 1463","No",1]
[]
[null,"C11.7.7.3",null,"Temporary road studs compliant to SANS 1442 or 1463 ","No",1]
[]
[null,"C11.7.7.4",null,"Solar powered road studs (no. of LED’s & colours stated)","No",1]
[]
[null,"C11.7.7.5",null,"Provision of temporary and permanent road studs","prov sum ",1,{"v":50000,"d":"R50,000.00"},{"$f":"G203","v":{"v":50000,"d":"50,000.00"}}]
[]
[null,"C11.7.7.6",null,"Handling cost, profit and all other charges of sub item C11.7.7.5","%",{"$f":"H203","v":{"v":50000,"d":"R50,000.00"}}]
[]
[null,"C11.7.7.7",null,"Installation only of surface bonded road studs with anchor shanks","No",1]
[]
[null,"C11.7.7.8",null,"Installation only of surface bonded road studs without anchor shanks","No",1]
[]
[null,"C11.7.7.9",null,"Installation only of embedded glass road studs","No",1]
[]
[null,"C11.7.7.10",null,"Installation only of temporary stick on road studs (including removal)","No",1]
[]
[null,"C11.7.8",null,"Setting out and premarking the lines (excluding traffic island markings, lettering and symbols)","km",1]
[]
[null,"C11.7.9",null,"Re-establishing the painting unit during the defects notification period and at other instances on instruction of the Engineer","No",1]
[]
[null,"C11.7.10",null,"Removal of existing, temporary or final road markings by:"]
[]
[null,"C11.7.10.1",null,"Sandblasting","m²",1]
[]
[null,"C11.7.10.2",null,"Water-jetting","m²",1]
[]
[null,"C11.7.10.3",null,"Overpainting as temporary measure","m²",1]
[]
[null,"C11.7.11",null,"Removal of existing road studs","No",1]
[]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C 11.9","index":37,"n_rows":59,"n_cols":8,"rows_kept":59,"merged":[[3,0,4,0],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C11.9:  Pricing Data"]
["Section C11.9:FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
["C11.9",null,null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
[null,"C11.9.1",null,"Finishing the road and road reserve:"]
[]
[null,"C11.9.1.1",null,"Dual carriageway road","km",1]
[]
[null,"C11.9.1.2",null,"Single carriageway road","km",1]
[]
["C11.9.2",null,null,"Treatment of old roads and temporary deviations:"]
[]
[null,"C11.9.2.1",null,"Conventional construction methods","km",1]
[]
[null,"C11.9.2.2",null,"By hand only","km",1]
{"$rows_empty":39}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"C20.1","index":38,"n_rows":59,"n_cols":7,"rows_kept":59,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[58,0,58,4]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part C20:  Pricing Data"]
["Section C20: TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":3},"(R)","(R)"]
[]
["C20.1",null,"TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
[null,"C20.1.2","Special tests requested by the Engineer:"]
[]
[null,null,"(a) Specify test","PC sum",1,{"v":50000,"d":"R50,000.00"},{"$f":"F11","v":{"v":50000,"d":"50,000.00"}}]
[]
[null,null,"(i) Handling costs and profit in respect of item C20.1.2.2(a)","%",{"$f":"G11","v":{"v":50000,"d":"R50,000.00"}}]
[]
[null,"C20.1.2.2","Employer’s contribution to other special tests:"]
[]
[null,null,"(a) Specify test","PC sum",1,{"v":30000,"d":"R30,000.00"},{"$f":"F17","v":{"v":30000,"d":"30,000.00"}}]
[]
[null,null,"(i) Handling costs and profit in respect of item C20.1.2.2(a)","%",{"v":30000,"d":"R30,000.00"}]
[]
["C20.1.3",null,"Providing testing equipment:"]
[]
[null,"C20.1.3.1","Core drill","No",1]
[]
["C20.1.5",null,"Financial contribution for an independent laboratory","month",1]
{"$rows_empty":33}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"D1000","index":39,"n_rows":55,"n_cols":8,"rows_kept":55,"merged":[[3,0,4,0],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,4,5]]}
["Contract No: 8/2/9/37 (7CE/6CEPE) OR HIGHER (2026-2029)"]
["Part D-D1000:  Pricing Data"]
["Section D-D1000: Training, Coaching, Guidance, Mentoring and Assistance"]
["Item","Payment",null,"Description","Unit","Qty","Rate","Amount"]
[null,"Reference",{"$nulls":4},"(R)","(R)"]
[]
[]
["D10.06",null,null,"Training, coaching, guidance, mentoring and assistance"]
[null,"(a)",null,"Training Costs"]
[]
[null,null,"(i)","Accredited NQF training","Prov sum",1,{"v":50000,"d":"R50,000"},{"$f":"F11*G11","v":{"v":50000,"d":"50,000.00"}}]
[null,null,"(iv)","Handling cost and profit in respect of subitems D10.06(a)(i)","%",{"v":50000,"d":"R50,000"},null,{"$f":"F12*G12","v":{"v":0,"d":"0.00"}}]
{"$rows_empty":42}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":6},{"$f":"SUM(H8:H54)","v":{"v":50000,"d":"R50,000.00"}}]