{"text_format":"3","workbook":"xlsx","n_sheets":3,"sheets":["Conv. Construction BoQ","Summary","Form C2.3 Summary of Pricing Sc"],"not_rendered":{"defined_names":12,"comments":1},"read":"whole","date_system":"1900"}

{"sheet":"Conv. Construction BoQ","index":0,"n_rows":941,"n_cols":7,"rows_kept":941}
[]
["SCHEDULES","ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
["SCHEDULE A","C1.2","GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"C1.2.1","Environmental Management"]
[null,"C1.2.1.1","Monitoring of compliance with and reporting on the EMP","month",21,null,{"$f":"E6*F6","v":0}]
[null,"C1.2.1.2","Dedicated environmental officer (if specified in the Contract Documentation)","month",21,null,{"$f":"E7*F7","v":0}]
[null,"C1.2.2","Programming and Reporting"]
[null,"C1.2.2.3","Submission of a Scheme 2 Initial Programme","lump sum",1,null,{"$f":"E9*F9","v":0}]
[null,"C1.2.2.4","Submission of a Scheme 2 Full Programme","lump sum",1,null,{"$f":"E10*F10","v":0}]
[null,"C1.2.2.5","Reviewing and updating a Scheme 2 programme every month","month",21,null,0]
[null,"C1.2.2.6","Preparation and submission of all information and reports specified in the Contract Documentation","month",21,null,0]
[null,"C1.2.3","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"]
[null,"C 1.2.3.1","Grass cutting","hectare (ha)",3,null,{"$f":"E14*F14","v":0}]
[null,"C1.2.3.2","Drain cleaning","kilometre (km)",2,null,0]
[null,"C1.2.3.3","Cleaning out culverts","cubic metre (m3)",100,null,0]
[null,"C1.2.3.4","Collection of rubbish / litter","kilometre (km)",2,null,0]
[null,"C1.2.3.8","Replacement of damaged guardrails including posts","metre (m)",100,null,0]
[null,"C1.2.3.11","Other road maintenance work ordered by the Engineer","provisional sum","prov","sum",{"v":7500000,"d":"R7,500,000.00"}]
[null,"C1.2.3.12","Handling cost, profit and all other charges in respect of item C1.2.3.11","percentage (%)",{"$f":"G19","v":{"v":7500000,"d":"R7,500,000.00"}},null,{"$f":"F20*E20","v":0}]
[null,"C1.2.3.13","Liaison with the routine road maintenance contractor","month",21,null,{"$f":"E21*F21","v":0}]
[null,"C1.2.4","Stakeholder liaison","month",21,null,{"$f":"E22*F22","v":0}]
[null,"C1.2.5","Safety"]
[null,"C1.2.5.1","Health and safety plan","lump sum",1,null,{"$f":"E24*F24","v":0}]
[null,"C1.2.5.2","Implementation of health and safety plan","month",21,null,{"$f":"E25*F25","v":0}]
[null,"C1.2.6","Work adjacent to properties"]
[null,"C1.2.6.1","Survey of adjacent properties","number (No.)",2,null,{"$f":"E27*F27","v":0}]
[null,"C1.2.6.2","Preventive and/or mitigation measures","provisional sum","prov","sum",{"v":300000,"d":"R300,000.00"}]
[null,"C1.2.6.3","Handling cost, profit and all other charges in respect of item C1.2.6.2","percentage (%)",{"v":300000,"d":"R300,000.00"},null,{"$f":"F29*E29","v":0}]
[null,"PC1.2.7","Road safety audits"]
[null,"C1.2.7.1","Stage 4 work zone traffic management audit","provisional sum","Prov","Sum",{"v":100000,"d":"R100,000.00"}]
[null,"C1.2.7.2","Handling cost, profit and all other charges in respect of item C1.2.7.1","percentage (%)",{"v":100000,"d":"R100,000.00"},null,{"$f":"F32*E32","v":0}]
[null,"C1.2.7.3","Stage 5 pre-opening stage traffic safety audit","provisional sum","Prov","Sum",{"v":100000,"d":"R100,000.00"}]
[null,"C1.2.7.4","Handling cost, profit and all other charges in respect of item C1.2.7.3","percentage (%)",{"v":100000,"d":"R100,000.00"},null,{"$f":"F34*E34","v":0}]
[null,"C1.2.8","Dayworks"]
[null,"C1.2.8.1","Personnel"]
[null,"C1.2.8.1(a)","Unskilled labourer","hour (h)",200,null,{"$f":"E37*F37","v":0}]
[null,"C1.2.8.1(b)","Semi-skilled labourer","hour (h)",100,null,0]
[null,"C1.2.8.1(c)","Skilled labourer","hour (h)",100,null,0]
[null,"C1.2.8.1(d)","Gang leader","hour (h)",100,null,0]
[null,"C1.2.8.1(e)","Foreman","hour (h)",100,null,0]
[null,"C1.2.8.1(f)","Skilled artisan","hour (h)",100,null,0]
[null,"C1.2.8.2","Construction equipment (specify size and/or model number)"]
[null,"C1.2.8.2(a)","Motor grader","hour (h)",50,null,{"$f":"E44*F44","v":0}]
[null,"C1.2.8.2(b)","Vibratory roller","hour (h)",20,null,0]
[null,"C1.2.8.2(c)","Pneumatic roller","hour (h)",null,null,0]
[null,"C1.2.8.2(d)","Front end loader","hour (h)",20,null,0]
[null,"C1.2.8.2(e)","Tractor loader backhoe","hour (h)",50,null,0]
[null,"C1.2.8.2(f)","Excavator","hour (h)",50,null,0]
[null,"C1.2.8.3(c)","Dump truck ","kilometre (km)",500,null,0]
[null,"C1.2.8.4","Materials"]
[null,"C1.2.8.4(a)","Procurement of materials","provisional sum","prov","sum",{"v":50000,"d":"R50,000.00"}]
[null,"C1.2.8.4(b)","Contractor's handling costs, profit and all other charges in respect of item C1.2.8.4(a)","percentage (%)",{"v":50000,"d":"R50,000.00"},null,{"$f":"F53*E53","v":0}]
[null,"C1.2.9","Disposal of non-useable assets"]
[null,"C1.2.9.2","Disposal of non-useable assets not identified at time of tender","provisional sum","prov","sum",{"v":150000,"d":"R150,000.00"}]
[null,"C1.2.9.3","Handling cost, profit and all other charges in respect of item C1.2.9.2","percentage (%)",{"v":150000,"d":"R150,000.00"},null,{"$f":"F56*E56","v":0}]
[null,"PC1.2.10","Dispute Adjudication Board (DAB)"]
[null,"C1.2.10.1","Employer’s contribution to DAB (50%)","prime cost (PC) sum","Prime","Cost",{"v":500000,"d":"R500,000.00"}]
[null,"C1.2","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G6:G58)","v":{"v":8700000,"d":"R8,700,000.00"}}]
[]
["SCHEDULE A","C1.3","CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[null,"PC1.3.1","The Contractor's general obligations"]
[null,"C1.3.1.1","Fixed obligations"]
[null,"C1.3.1.1(a)","Mobilisation period (maximum as specified)","lump sum",1,null,{"$f":"E64*F64","v":0}]
[null,"C1.3.1.1(b)","Execution of the works","lump sum",1,null,0]
[null,"C1.3.1.2","Value-related obligations","lump sum",1,null,0]
[null,"C1.3.1.3","Time-related obligations"]
[null,"C1.3.1.3(a)","Mobilisation period","month",3,null,{"$f":"E68*F68","v":0}]
[null,"C1.3.1.3(b)","Execution of the works","month",21,null,0]
[null,"C1.3.1.4","Suspension Cost"]
[null,"C1.3.1.4(a)","De-establishment","number",1,null,{"$f":"E71*F71","v":0}]
[null,"C1.3.1.4(b)","Re-establishment","number",1,null,0]
[null,"C1.3.1.4(c)","Suspension period","month",3,null,0]
[null,"C1.3.1.4(d)","Engineer's cost","prime cost (PC) sum","prime","cost",{"v":2500000,"d":"R2,500,000.00"}]
[null,"C1.3.1.4(e)","Handling cost, profit and all other charges in respect of item C1.3.1.4(d)","percentage (%)",{"$f":"G74","v":{"v":2500000,"d":"R2,500,000.00"}},null,{"$f":"E75*F75","v":0}]
[null,"C1.3.2","Contract sign boards","square metre (m2)",25,null,{"$f":"E76*F76","v":0}]
[]
[]
[]
[null,"C1.3","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G63:G79)","v":{"v":2500000,"d":"R2,500,000.00"}}]
[]
["SCHEDULE A","C1.4","FACILITIES FOR THE ENGINEER"]
[null,"C1.4.1","Site accommodation"]
[null,"C1.4.1.1","Offices and conference room ","square metre (m2)",120,null,{"$f":"E84*F84","v":0}]
[null,"C1.4.1.2","Laboratories","square metre (m2)",200,null,0]
[null,"C1.4.1.3","Open concrete working floors and verandas","square metre (m2)",50,null,0]
[null,"C1.4.1.4","Roofs over open concrete working floors and verandas","square metre (m2)",50,null,0]
[null,"C1.4.1.5","Store rooms inside the laboratory ","square metre (m2)",50,null,0]
[null,"C1.4.1.6","Car ports","number (No.)",12,null,0]
[null,"C1.4.1.7","Ablution unit (equipped as specified)","number (No.)",4,null,0]
[null,"C1.4.1.8","Change room with a shower","number (No.)",1,null,0]
[null,"C1.4.1.9","Kitchen unit (equipped as specified)","number (No.)",1,null,0]
[null,"C1.4.2","Items measured by area"]
[null,"C1.4.2.1","Shelving as specified, complete with brackets","square metre (m2)",15,null,{"$f":"E94*F94","v":0}]
[null,"C1.4.2.2","Work benches with a concrete slab top","square metre (m2)",20,null,0]
[null,"C1.4.2.3","Work-benches with a wooden top","square metre (m2)",20,null,0]
[null,"C1.4.2.4","Constant-temperature baths of concrete and/or plastered brick","square metre (m2)",20,null,0]
[null,"C1.4.2.5","Concrete footings and pedestals for laboratory equipment","square metre (m2)",10,null,0]
[null,"C1.4.2.6","Roller blinds, opaque type","square metre (m2)",5,null,0]
[null,"C1.4.2.7","Venetian blinds","square metre (m2)",50,null,0]
[null,"C1.4.2.8","Notice boards","square metre (m2)",10,null,0]
[null,"C1.4.2.9","White boards","square metre (m2)",20,null,0]
[null,"C1.4.2.10","Galvanised wire mesh fencing for store rooms","square metre (m2)",30,null,0]
[null,"C1.4.2.11","Galvanised wire mesh store room gate with a padlock","square metre (m2)",5,null,0]
[null,"C1.4.3","Items measured by number"]
[null,"C1.4.3.1","Office swivel chair","number (No.)",10,null,{"$f":"E106*F106","v":0}]
[null,"C1.4.3.2","Office chair ","number (No.)",20,null,0]
[null,"C1.4.3.3","Draughtsman's stool","number (No.)",1,null,0]
[null,"C1.4.3.4","Laboratory high chair","number (No.)",10,null,0]
[null,"C1.4.3.5","Office desk with 3 drawers (at least one lockable drawer)","number (No.)",8,null,0]
[null,"C1.4.3.7","Drawing table","number (No.)",1,null,0]
[null,"C1.4.3.8","Conference table","number (No.)",1,null,0]
[null,"C1.4.3.9","Bookcase","number (No.)",6,null,0]
[null,"C1.4.3.10","Filing cabinet","number (No.)",6,null,0]
[null,"C1.4.3.11","General purpose steel cabinet with shelves","number (No.)",6,null,0]
[null,"C1.4.3.12","Wall mounted pivot plan filing system","number (No.)",1,null,0]
[null,"C1.4.3.13","220/250 volt power outlet plug point","number (No.)",14,null,0]
[null,"C1.4.3.14","400/231 volt 3-phase power outlet plug point","number (No.)",5,null,0]
[null,"C1.4.3.15","Single 1500m, 58 watt fluorescent tube ceiling light","number (No.)",6,null,0]
[null,"C1.4.3.16","Single 1500mm, 22 watt LED tube ceiling light","number (No.)",14,null,0]
[null,"C1.4.3.17","11 watt compact fluorescent bulb ceiling light","number (No.)",5,null,0]
[null,"C1.4.3.18","7 watt LED bulb ceiling light ","number (No.)",6,null,0]
[null,"C1.4.3.19","Wash-hand basin ","number (No.)",1,null,0]
[null,"C1.4.3.20","Laboratory basin ","number (No.)",5,null,0]
[null,"C1.4.3.21","Extractor fan","number (No.)",5,null,0]
[null,"C1.4.3.22","Fume cupboard","number (No.)",1,null,0]
[null,"C1.4.3.23","Fire extinguisher 9,0 kg, dry powder type","number (No.)",10,null,0]
[null,"C1.4.3.24","Air-conditioning unit","number (No.)",8,null,0]
[null,"C1.4.3.26","Concrete specimen curing bath","number (No.)",6,null,0]
[null,"C1.4.3.27","Waste paper basket","number (No.)",6,null,0]
[null,"C1.4.3.28","UPS / Voltage stabiliser","number (No.)",10,null,0]
[null,"C1.4.3.29","A3 / A4 colour printer, copier, scanner","number (No.)",2,null,0]
[null,"C1.4.3.31","Rain gauge","number (No.)",1,null,0]
[null,"C1.4.3.32","Minimum/maximum atmospheric temperature gauge","number (No.)",1,null,0]
[null,"C1.4.3.33","Digital thermometer","number (No.)",2,null,0]
[null,"C1.4.3.34","Mobile outdoor weather station","number (No.)",1,null,0]
[null,"C1.4.3.35","3,0m aluminium straight edge complete with two measuring wedges","number (No.)",1,null,0]
[null,"C1.4.3.36","Measuring wheel","number (No.)",2,null,0]
[null,"C1.4.3.37","First aid kit","number (No.)",4,null,0]
[null,"C1.4.3.38","Standpipe complete with 30m of 19mm dia. heavy duty hose pipe","number (No.)",1,null,0]
[null,"PC1.4.3.39","Projector and screen (85 inch)","number (No.)",1,null,0]
[null,"C1.4.4","Prime cost items"]
[null,"C1.4.4.1","Cell phones costs, including pro-rata rentals, for calls made in connection with contract administration","prime cost (PC) sum","prime","cost",{"v":25000,"d":"R25,000.00"}]
[null,"C1.4.4.2","Handling costs and profit in respect of item C1.4.4.1","percentage (%)",25000,null,{"$f":"E144*F144","v":0}]
[null,"C1.4.4.5","The provision of internet connectivity and WiFi data for Engineer’s site staff","prime cost (PC) sum","prime","cost",{"v":35000,"d":"R35,000.00"}]
[null,"C1.4.4.6","Handling costs and profit in respect of item C1.4.4.5","percentage (%)",35000,null,{"$f":"E146*F146","v":0}]
[null,"C1.4.4.7","The provision of paper and ink for a combination colour printer/copier/scanner ","prime cost (PC) sum","prime","cost",{"v":60000,"d":"R60,000.00"}]
[null,"C1.4.4.8","Handling costs and profit in respect of item C1.4.4.7","percentage (%)",60000,null,{"$f":"E148*F148","v":0}]
[null,"C1.4.4.9","The provision of a complete 220/250 volt single phase electrical power installation, including all poles, insulators, wiring, switchboards, mains connections, meters etc.","prime cost (PC) sum","prime","cost",{"v":75000,"d":"R75,000.00"}]
[null,"C1.4.4.10","Handling costs and profit in respect of item C1.4.4.9","percentage (%)",75000,null,{"$f":"E150*F150","v":0}]
[null,"C1.4.4.11","The provision of a complete 440/231 volt three phase electrical power installation, including all poles, insulators, wiring, switchboards, mains connections, meters etc.","prime cost (PC) sum","prime","cost",{"v":200000,"d":"R200,000.00"}]
[null,"C1.4.4.12","Handling costs and profit in respect of item C1.4.4.11","percentage (%)",200000,null,{"$f":"E152*F152","v":0}]
[null,"C1.4.4.13","Provision of a 440/231 volt three phase electricity generator if electricity from a power supply authority is not available on site","prime cost (PC) sum","prime","cost",{"v":1000000,"d":"R1,000,000.00"}]
[null,"C1.4.4.14","Handling costs and profit in respect of item C1.4.4.13","percentage (%)",1000000,null,{"$f":"E154*F154","v":0}]
[null,"C1.4.4.15","The provision of all gas installations required at the site offices, laboratories and at the Engineer’s staff accommodation (if required), including gas storage cylinders, tubing, regulators, gas burners and shut-off cocks","prime cost (PC) sum","prime","cost",{"v":20000,"d":"R20,000.00"}]
[null,"C1.4.4.16","Handling costs and profit in respect of item C1.4.4.15","percentage (%)",20000,null,{"$f":"E156*F156","v":0}]
[null,"C1.4.5","Services at site offices, laboratories and site accommodation"]
[null,"C1.4.5.1","Fixed costs","lump sum",1,null,{"$f":"E158*F158","v":0}]
[null,"C1.4.5.2","Running costs","month",21,null,{"$f":"E159*F159","v":0}]
[null,"C1.4.6","Office staff"]
[null,"C1.4.6.2","Technical assistant","month",21,null,{"$f":"E161*F161","v":0}]
[null,"C1.4.8.2","Provision of security guards / watchmen and an armed response service at the Engineer’s site offices and laboratories","month",21,null,{"$f":"E162*F162","v":0}]
[null,"C1.4","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G84:G162)","v":{"v":1415000,"d":"R1,415,000.00"}}]
[]
["SCHEDULE A","C1.5","ACCOMMODATION OF TRAFFIC"]
[null,"C1.5.1","Accommodation of pedestrian and non-motorised traffic"]
[null,"C1.5.1.1","Accommodation of pedestrian and non-motorised traffic","month",21,null,{"$f":"E167*F167","v":0}]
[null,"C1.5.1.2(a)","Gravel surfaced pedestrian walkways / cycle paths","square metre (m2)",200,null,{"$f":"E168*F168","v":0}]
[null,"C1.5.2","Accommodation of vehicular traffic","month",21,null,0]
[null,"C1.5.3","Liaison with traffic authorities","month",21,null,0]
[null,"C1.5.5","Maintenance of temporary deviations"]
[null,"C1.5.5.1","Grass cutting","hectare (ha)",1,null,{"$f":"E172*F172","v":0}]
[null,"C1.5.5.2","Drain cleaning","kilometre (km)",1,null,0]
[null,"C1.5.5.3","Cleaning out culverts","cubic metre (m3)",400,null,0]
[null,"C1.5.5.4","Collection of rubbish / litter","kilometre (km)",1,null,0]
[null,"C1.5.5.8","Replacement of damaged guardrails","metre (m)",100,null,0]
[null,"C1.5.5.9","Grading of temporary deviations and existing roads used as detours","kilometre (km)",2,null,0]
[null,"C1.5.5.10","Watering of temporary deviations and existing roads used as detours","kilolitre (kℓ)",900,null,0]
[null,"C1.5.5.11","Other road maintenance work ordered by the Engineer","provisional sum","Prov","Sum",{"v":100000,"d":"R100,000.00"}]
[null,"C1.5.5.12","Handling cost, profit and all other charges in respect of item C1.5.6.11","percentage (%)",{"$f":"G179","v":{"v":100000,"d":"R100,000.00"}},null,{"$f":"E180*F180","v":0}]
[null,"C1.5.6","Removal of temporary deviations","kilometre (km)",1,null,{"$f":"E181*F181","v":0}]
[null,"C1.5.7","Temporary traffic control facilities"]
[null,"C1.5.7.1","Delineators including mounting bases and ballast:"]
[null,"C1.5.7.1(a)","Single sided, reversible left or right (250mm x 1000mm)","number (No.)",100,null,{"$f":"E184*F184","v":0}]
[null,"C1.5.7.1(b)","Double sided, reversible left or right (250mm x 1000mm)","number (No.)",100,null,{"$f":"E185*F185","v":0}]
[null,"C1.5.7.2","Traffic cones, minimum height 750mm","number (No.)",100,null,0]
[null,"C1.5.7.3","Flagmen","man-shift",3456,null,0]
[null,"C1.5.7.4","Traffic controllers","man-shift",200,null,0]
[null,"C1.5.7.5","Provision of illuminated traffic signs:"]
[null,"C1.5.7.5(a)","Sign mounted flashing amber lights (2 lights with the specified power supply) mounted on a backing board which is:"]
[null,"C1.5.7.5(a)(i)","900mm wide x 150mm high","number (No.)",4,null,{"$f":"E191*F191","v":0}]
[null,"C1.5.7.5(b)","Flashing LED illuminated arrow board","number (No.)",2,null,0]
[null,"C1.5.7.6(a)","Sign mounted flashing amber lights (a pair of two lights mounted on a separate backing board) ","month",21,null,0]
[null,"C1.5.7.6(b)","Flashing LED illuminated arrow board","month",21,null,0]
[null,"C11.6.1 .8 (b)","900mm diameter (steel signboard material, background and symbol retro-reflective class I)","number (No.)",16,null,0]
[null,"C11.6.1.10","Warning signs, temporary "]
[null,"C11.6.1.10 (d)","1500mm size (steel signboard material, background and symbol retro-reflective class I)","number (No.)",15,null,{"$f":"E197*F197","v":0}]
[null,"C11.6.1.12","Supplementary plates to temporary regulatory or warning signs (steel signboard material, background and symbol retro-reflective class I)","square metre (m2)",3,null,{"$f":"E198*F198","v":0}]
[null,"C1.5/C11.6.3","Road sign supports (overhead road sign structures excluded):"]
[null,"C11.6.3.2","Timber (125mmØ creosoted poles)","metre (m)",150,null,{"$f":"E200*F200","v":0}]
[null,"C1.5/C11.6.5","Excavation and backfilling for road sign supports (not applicable to kilometre posts)"]
[null,"C11.6.5.1","Excavating soft material and backfilling","cubic metre (m3)",10,null,{"$f":"E202*F202","v":0}]
[null,"C11.6.5.3","Extra over item C11.6.5.1 and C11.6.5.2 for cement-treated soil backfill","cubic metre (m3)",6,null,{"$f":"E203*F203","v":0}]
[null,"C1.5.7.7","Traffic calming devices:"]
[null,"C1.5.7.7(a)","25mm high x 100mm wide asphalt rumble strips","metre (m)",600,null,{"$f":"E205*F205","v":0}]
[null,"C1.5.7.7(b)","50mm high x 500m wide asphalt rumble strips","metre (m)",100,null,0]
[null,"C1.5.7.9","Cleaning of traffic control facilities","month",21,null,0]
[null,"PC1.5.8","Traffic safety officer","month",21,null,0]
[null,"C1.5.9","Traffic safety vehicle","month",21,null,0]
[null,"C1.5.11.1","Provision of reflective safety vests for visitors","number (No.)",25,null,0]
[null,"C1.5.11.2","Provision of hard hats for visitors","number (No.)",25,null,0]
[null,"C1.5.12","Additional traffic accommodation facilities ordered by the Engineer:"]
[null,"C1.5.12.1","Provision of additional traffic accommodation facilities ","provisional sum","prov","sum",{"v":200000,"d":"R200,000.00"}]
[null,"C1.5.12.2","Handling cost, profit and all other charges in respect of item C1.5.12.1","percentage (%)",{"$f":"G213","v":{"v":200000,"d":"R200,000.00"}},null,{"$f":"E214*F214","v":0}]
[null,"C1.5","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G167:G214)","v":{"v":300000,"d":"R300,000.00"}}]
[]
["SCHEDULE A","C1.6","CLEARING AND GRUBBING"]
[null,"C1.6.1","Clearing"]
[null,"C1.6.1.1","Clearing with machines and some hand labour where necessary","hectare (ha)",0.5,null,{"$f":"E219*F219","v":0}]
[null,"C1.6.1.2","Clearing with hand labour only when labour enhanced work is specified","hectare (ha)",0.1,null,{"$f":"E220*F220","v":0}]
[null,"C1.6.2","Grubbing"]
[null,"C1.6.2.1","Grubbing with machines and some hand labour where necessary","hectare (ha)",0.5,null,{"$f":"E222*F222","v":0}]
[null,"C1.6.2.2","Grubbing with hand labour when labour enhancement work is specified or it is not practical to use a machine","hectare (ha)",0.1,null,{"$f":"E223*F223","v":0}]
[null,"C1.6.7","Re-clearing of previously cleared areas","hectare (ha)",0.2,null,{"$f":"E224*F224","v":0}]
[null,"C1.6.9","Conservation of topsoil:"]
[null,"C1.6.9.1","Stockpiling topsoil","cubic metre (m3)",200,null,{"$f":"E226*F226","v":0}]
[null,"C1.6","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G219:G226)","v":0}]
[]
["SCHEDULE A","C1.7","LOADING AND HAULING"]
[null,"C1.7.1","Loading"]
[null,"C1.7.1.1","Loading from stockpile using machines and some hand labour where necessary","cubic metre (m3)",2000,null,{"$f":"E231*F231","v":0}]
[null,"C1.7.2","Hauling"]
[null,"C1.7.2.2","Hauling material to spoil and off-loading it at a designated spoil or stockpile area:"]
[null,"C1.7.2.2(a)","Cleared and grubbed material (organic matter and all other unsuitable or waste material)","cubic metre - kilometre (m3 - km)",15000,null,{"$f":"E234*F234","v":0}]
[null,"C1.7.2.2(c)","Boulders, hard material and concrete","cubic metre - kilometre (m3 - km)",1000,null,{"$f":"E235*F235","v":0}]
[null,"C1.7","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G231:G235)","v":0}]
[]
["SCHEDULE A","C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES"]
[null,"C2.1.1","Location, identification, protection and relocation of existing services"]
[null,"C2.1.1.1","Contractor’s obligations","lump sum",1,null,{"$f":"E240*F240","v":0}]
[null,"C2.1.1.4","Permanent services relocation or protection work by the Contractor","provisional sum","prov","sum",{"v":1750000,"d":"R1,750,000.00"}]
[null,"C2.1.2","Existing services location, detection and verification "]
[null,"C2.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G240:G242)","v":{"v":1750000,"d":"R1,750,000.00"}}]
[]
[]
["SCHEDULE A","C3.1","DRAINS"]
[null,"C3.1.1","Excavation for open drains:"]
[null,"C3.1.1.1(a)","0m to 1,5m","cubic metre (m3)",250,null,{"$f":"E248*F248","v":0}]
[null,"C3.1.1.1(b)","Exceeding 1,5m and up to 3,0m","cubic metre (m3)",40,null,0]
[null,"C3.1.2","Clearing, shaping and disposal of accumulated sediment in existing unlined open drains "]
[null,"C3.1.2.1","Using conventional methods","cubic metre (m3)",100,null,{"$f":"E251*F251","v":0}]
[null,"C3.1.2.2","Using labour enhanced construction methods","cubic metre (m3)",300,null,{"$f":"E252*F252","v":0}]
[null,"C3.1.3","Excavation, clearing and disposal of accumulated sediment in existing lined drains and drainage systems"]
[null,"C3.1.3.1","Using conventional methods (up to 1,5m):"]
[null,"C3.1.3.1(a)","Manholes and inlet and outlet structures","cubic metre (m3)",20,null,{"$f":"E255*F255","v":0}]
[null,"C3.1.3.1(b)","Culvert barrels","cubic metre (m3)",40,null,{"$f":"E256*F256","v":0}]
[null,"C3.1.3.1(c)","Concrete or other lined side drains","cubic metre (m3)",50,null,0]
[null,"C3.1.4","Excavation and disposal of material for subsoil drainage systems:"]
[null,"C3.1.4.1","Excavating in all material situated within the following depth ranges below the surface:"]
[null,"C3.1.4.1(a)","0m to 1,5m","cubic metre (m3)",50,null,{"$f":"E260*F260","v":0}]
[null,"C3.1.4.4","Extra over sub-item C3.1.4.1 for excavation in hard and boulder material, irrespective of depth","cubic metre (m3)",10,null,0]
[null,"C3.1.6","Construction of banks and dykes:"]
[null,"C3.1.6.1","Banks and dykes using conventional methods","cubic metre (m3)",330,null,{"$f":"E263*F263","v":0}]
[null,"C3.1.7","Natural permeable material in subsoil drainage systems (approved crushed stone):"]
[null,"C3.1.7.2","Crushed stone obtained from commercial sources (course grade)","cubic metre (m3)",40,null,{"$f":"E265*F265","v":0}]
[null,"C3.1.8","Natural permeable material in subsoil drainage systems (approved natural sand):"]
[null,"C3.1.9","Pipes in subsoil drainage systems:"]
[null,"C3.1.9.1","U-PVC pipes and fittings, normal duty, complete with couplings (110mmØ, perforated or slotted)","metre (m)",160,null,{"$f":"E268*F268","v":0}]
[null,"C3.1.10","Polymer film sheeting or similar approved material, for lining subsoil drainage systems:"]
[null,"C3.1.10.1","0,15mm thick","square metre (m2)",80,null,{"$f":"E270*F270","v":0}]
[null,"C3.1.11","Geotextiles (Non-woven, needle punched with a mass per unit area of 170 g/m2, thickness of 1.4mm, tensile strength (MD/MC), CBR of 9.0 / 9.0 kN/m, CBR puncture strength of 1.9kN, and permittivity of 3.00 s-1.)","square metre (m2)",370,null,{"$f":"E271*F271","v":0}]
[null,"C3.1.12","Composite drainage systems"]
[null,"C3.1.13","Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems:"]
[null,"C3.1.13.1","Outlet structures (outlet headwall, SD 0501/A)","number (No.)",3,null,{"$f":"E274*F274","v":0}]
[null,"C3.1.13.4","Cleaning eyes (rodding eye inlet, SD 0501/A)","number (No.)",6,null,{"$f":"E275*F275","v":0}]
[null,"C3.1.14","Caps for subsoil drain pipes:"]
[null,"C3.1.14.1","Concrete caps","number (No.)",3,null,{"$f":"E277*F277","v":0}]
[null,"C3.1.15","Repairing or replacing existing drainage systems","provisional sum"]
[null,"C3.1.17","Backfilling existing eroded side drains","cubic metre (m3)",55,null,{"$f":"E279*F279","v":0}]
[null,"C3.1.18","Backfilling of drains with selected material compacted to 93% of MDD prior to construction of concrete lining and/or stone pitched lining","cubic metre (m3)",55,null,{"$f":"E280*F280","v":0}]
[null,"C3.1.20","Breaking into existing drainage structures and install subsoil drain pipe","number (No.)",3,null,{"$f":"E281*F281","v":0}]
[null,"C3.1.21","Clearing of existing subsoil drains"]
[null,"C3.1.22","Test flushing of subsoil drain pipe systems","number (No.)",3,null,{"$f":"E283*F283","v":0}]
[null,"C3.1.23","Subsoil drain outlet marker (SD 0501/A)","number (No.)",3,null,{"$f":"E284*F284","v":0}]
[null,"C3.1.24","Submission of as built drawings by the Contractor","provisional sum","Prov","Sum",{"v":10000,"d":"R10,000.00"}]
[null,"C3.1/C1.7.1","Loading",{"$nulls":3},{"$f":"IF(F286=\"\",\"\",F286*E286)","v":""}]
[null,"C1.7.1.1","Loading from stockpile using machines and some hand labour where necessary","cubic metre (m3)",700,null,{"$f":"E287*F287","v":0}]
[null,"C3.1/C1.7.2","Hauling"]
[null,"C1.7.2.2","Hauling material to spoil and off-loading it at a designated spoil or stockpile area:"]
[null,null,"Soil and gravel material","cubic metre - kilometre (m3 - km)",6800,null,{"$f":"E290*F290","v":0}]
[null,"C3.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G248:G290)","v":{"v":10000,"d":"R10,000.00"}}]
[]
["SCHEDULE A","C3.2","CULVERTS"]
[null,"C3.2.1","Excavation for culvert structures:"]
[null,"C3.2.1.1","Excavating in all material situated within the following depth ranges below the surface level:"]
[null,"C3.2.1.1(a)","0m to 1,5m","cubic metre (m3)",105,null,{"$f":"E296*F296","v":0}]
[null,"C3.2.1.1(b)","Exceeding 1,5m and up to 3,0m","cubic metre (m3)",5,null,0]
[null,"PC3.2.2","Backfilling"]
[null,"C3.2.2.1","Using the excavated material","cubic metre (m3)",45,null,{"$f":"E299*F299","v":0}]
[null,"C3.2.2.2","Using imported selected material:"]
[null,"C3.2.2.2(a)","From commercial sources (G7)","cubic metre (m3)",60,null,{"$f":"E301*F301","v":0}]
[null,"C3.2.3","Concrete pipe culverts:"]
[null,"C3.2.3.1","300mm Ø, 100D, spigot and socket","metre (m)",10,null,{"$f":"E303*F303","v":0}]
[null,"C3.2.3.2","600mm Ø, 100D, spigot and socket","metre (m)",70,null,{"$f":"E304*F304","v":0}]
[null,"C3.2.3.3","900mm Ø, 100D, spigot and socket","metre (m)",10,null,{"$f":"E305*F305","v":0}]
[null,"C3.2.3.5","Provision of skew ends of pipe culvert (600mmØ, spigot and socket)","number (No.)",2,null,{"$f":"E306*F306","v":0}]
[null,"C3.2.7","Cast in situ concrete and formwork:"]
[null,"C3.2.7.5","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 (concrete class 20MPa)","cubic metre (m3)",4,null,{"$f":"E308*F308","v":0}]
[null,"C3.2.7.6","Formwork of concrete under items C3.2.7.3 to 5 above (Class of finish indicated)","square metre (m2)",15,null,0]
[null,"C3.2.10","Reinforcement:"]
[null,"C3.2.10.1","Mild steel bars","ton (t)",0.2,null,{"$f":"E311*F311","v":0}]
[null,"C3.2.10.2","High-tensile steel bars","ton (t)",0.2,null,{"$f":"E312*F312","v":0}]
[null,"C3.2.10.3","Welded steel fabric","kilogram (kg)",60,null,{"$f":"E313*F313","v":0}]
[null,"C3.2.16","Brickwork (Engineering bricks):"]
[null,"C3.2.16.1","115mm thick","square metre (m2)",10,null,{"$f":"E315*F315","v":0}]
[null,"C3.2.16.2","230mm thick","square metre (m2)",130,null,0]
[null,"C3.2.17","Plaster","square metre (m2)",280,null,0]
[null,"C3.2.22","Cutting of concrete pipes (600mmØ)","number (No.)",2,null,0]
[null,"C3.2.23","Breaking into existing drainage structures and building in pipes or culverts of the following size (up to 600mmØ)","number (No.)",2,null,0]
[null,"C3.2.24","Compaction of bedding for inlets, outlets, manholes and catchpits:"]
[null,"C3.2.24.1","Preparation and compaction of in situ bedding material to 90% of MDD (150mm deep)","cubic metre (m3)",4,null,{"$f":"E321*F321","v":0}]
[null,"PC3.2.28(a)","Depressed inlet as per drawing No. SD0405/A (standard depth 1m)","No",5,null,{"$f":"E322*F322","v":0}]
[]
[null,"PC3.2.28(d)","Extra over subitem PC3.2.28(a) for variations in the depths of depressed inlets from the standard depth designated for tendering purposes (standard depth)","m",2,null,{"$f":"E324*F324","v":0}]
[]
[null,"C3.2/C1.7.1","Loading"]
[null,"C1.7.1.1","Loading from stockpile using machines and some hand labour where necessary","cubic metre (m3)",110,null,{"$f":"E327*F327","v":0}]
[null,"C3.2/C1.7.2","Hauling"]
[null,"C1.7.2.2","Hauling material to spoil and off-loading it at a designated spoil or stockpile area:"]
[null,null,"Soil and gravel material","cubic metre - kilometre (m3 - km)",1100,null,{"$f":"E330*F330","v":0}]
[null,"C3.2","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G296:G330)","v":0}]
[]
["SCHEDULE A","C3.3","CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, AS WELL AS CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS"]
[null,"C3.3.2","Concrete kerbing-channeling combination:"]
[null,"C3.3.2.1","Prefabricated kerbing-channeling (description of type of channel and bedding with reference to drawing)"]
[null,"C3.3.2.1(a)","Fig.6 precast kerb + cast insitu channel (500mm wide) - Drawing Ref. 2304/PMA/FC/SD/016","metre (m)",320,null,{"$f":"E336*F336","v":0}]
[null,"C3.3.3.1","On curves of radii more than or equal to 5,0m but less than 20m","metre (m)",50,null,{"$f":"E337*F337","v":0}]
[null,"C3.3.4","Extra over item C3.3.2 for drop kerbs at pedestrian crossings and driveways","metre (m)",10,null,{"$f":"E338*F338","v":0}]
[null,"PC3.3.6","Chutes (typical designs):"]
[null,"C3.3.6.1","Prefabricated concrete chutes (open chute, SD 0605/A)","metre (m)",20,null,{"$f":"E340*F340","v":0}]
[null,"C3.3.7","Cast in situ concrete chutes (measured by components):"]
[null,"C3.3.7.1","Concrete (30MPa)","cubic metre (m3)",19,null,{"$f":"E342*F342","v":0}]
[null,"C3.3.7.2","Formwork (F2 surface finish)","square metre (m2)",80,null,{"$f":"E343*F343","v":0}]
[null,"C3.3.8","Linings for open drains:"]
[null,"C3.3.8.1","Cast in situ concrete lining (Concrete class 20MPa, 1500mm v-drain)","cubic metre (m3)",30,null,{"$f":"E345*F345","v":0}]
[null,"C3.3.8.2","Class U2 surface finish to cast in situ concrete (1500mm v-drain)","square metre (m2)",260,null,{"$f":"E346*F346","v":0}]
[null,"C3.3.9","Formwork to cast in situ concrete lining for open drains (Class F2 surface finish):"]
[null,"C3.3.9.2","To sides with formwork on both internal and external faces (each face measured)","square metre (m2)",35,null,{"$f":"E348*F348","v":0}]
[null,"C3.3.9.3","To ends of slabs","square metre (m2)",15,null,{"$f":"E349*F349","v":0}]
[null,"C3.3.10","Sealed joints in concrete and stone pitched linings of open drains (Drawing Ref. 2304/PMA/FC/SD/013)","metre (m)",130,null,{"$f":"E350*F350","v":0}]
[null,"C3.3.12.3","Welded steel fabric","kilogram (kg)",500,null,{"$f":"E351*F351","v":0}]
[null,"C3.3.13","Polymer film sheeting (thickness specified) for concrete-lined open drains","square metre (m2)",420,null,0]
[null,"C3.3.14","Cutting bituminous surfacing and pavement layers for concrete kerbing, channeling or concrete-lined drains","metre (m)",200,null,0]
[null,"C3.3.15","Energy dissipaters in outlet structures"]
[null,"C3.3.15.1","Precast concrete blocks in outlet structures","number (No.)",20,null,{"$f":"E355*F355","v":0}]
[null,"C3.3.16","Demolition and removal of existing kerbs and/or channel (size varies)","cubic metre (m3)",10,null,{"$f":"E356*F356","v":0}]
[null,"C3.3","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G336:G356)","v":0}]
[]
["SCHEDULE A","C4.2","CUT MATERIAL"]
[null,"C4.2.4","Excavating of materials in box cuts, material obtained from"]
[null,"C4.2.4.1","Soft excavation ","cubic metre (m3)",800,null,{"$f":"E361*F361","v":0}]
[null,"C4.2.9","Excavate material to spoil in sites designated by the Contractor, material obtained from"]
[null,"C4.2.9.1","Soft excavation, overburden and unsuitable material","cubic metre (m3)",1250,null,{"$f":"E363*F363","v":0}]
[null,"C4.2.9.2","Boulder excavation class A ","cubic metre (m3)",250,null,{"$f":"E364*F364","v":0}]
[null,"C4.2.12","Finishing the side slopes"]
[null,"C4.2.12.1","Cuttings: "]
[null,"C4.2.12.1(a)","In soft material ","square metre (m2)",400,null,{"$f":"E367*F367","v":0}]
[null,"C4.2/C1.7.1","Loading"]
[null,"C1.7.1.1","Loading from stockpile using machines and some hand labour where necessary","cubic metre (m3)",2000,null,{"$f":"E369*F369","v":0}]
[null,"C4.2/C1.7.2","Hauling"]
[null,"C1.7.2.2","Hauling material to spoil and off-loading it at a designated spoil or stockpile area:"]
[null,"C1.7.2.2(b)","Soil and gravel material","cubic metre - kilometre (m3 - km)",8000,null,{"$f":"E372*F372","v":0}]
[]
[null,"C4.2","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G360:G373)","v":0}]
[]
["SCHEDULE A","C4.3","EXISTING ROAD MATERIALS"]
[null,"C4.3.4","Saw-cutting existing materials within the following average depth ranges "]
[null,"C4.3.4.1","Asphalt material:"]
[null,"C4.3.4.1(a)","Up to 50mm","metre (m)",20,null,{"$f":"E379*F379","v":0}]
[null,"C4.3.4.1(b)","Exceeding 50mm and up to 100mm","metre (m)",20,null,{"$f":"E380*F380","v":0}]
[null,"C4.3.4.1(c)","Etc. in 50mm increments","metre (m)",20,null,{"$f":"E381*F381","v":0}]
[null,"C4.3.4.2","Crushed stone and gravel material:"]
[null,"C4.3.4.2(a)","Up to 100mm","metre (m)",20,null,{"$f":"E383*F383","v":0}]
[null,"C4.3.4.2(b)","Exceeding 100mm and up to 200mm","metre (m)",20,null,{"$f":"E384*F384","v":0}]
[null,"C4.3.5","Providing the milling machine on the site"]
[null,"C4.3.5.2","Large milling machine with a cutting width exceeding 1,2m","number (No.)",1,null,{"$f":"E386*F386","v":0}]
[null,"C4.3.7","Milling and removal of existing asphalt layers with an average milling depth (Employer takes ownership)"]
[null,"C4.3.7.1","Not exceeding 50mm","cubic metre (m3)",110,null,{"$f":"E388*F388","v":0}]
[null,"C4.3.7.2","Exceeding 50mm but not exceeding 100mm","cubic metre (m3)",330,null,{"$f":"E389*F389","v":0}]
[null,"C4.3.8","Excavating material by milling"]
[null,"C4.3.8.2","Cemented material","cubic metre (m3)",700,null,{"$f":"E391*F391","v":0}]
[null,"C4.3.10","Excavating material by using labour enhanced methods of construction"]
[null,"C4.3.10.4","Natural gravel and sand materials","cubic metre (m3)",500,null,{"$f":"E393*F393","v":0}]
[null,"C4.3.14","Removing of existing road edging and services structures"]
[null,"C4.3.14.2(a)(ii)","Precast concrete kerbing (Fig.6)","metre (m)",110,null,{"$f":"E395*F395","v":0}]
[null,"C4.3.14.2(a)(iii)","Precast concrete kerbing (Fig.6) and situ concrete channel (500mm wide)","metre (m)",770,null,0]
[null,"C4.3.15","Stockpiling of road layer materials"]
[null,"C4.3.15.3","Cemented material","cubic metre (m3)",700,null,{"$f":"E398*F398","v":0}]
[null,"C4.3.15.4","Natural gravel material","cubic metre (m3)",500,null,{"$f":"E399*F399","v":0}]
[null,"C4.3.17","Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Employer, material consisting of"]
[null,"C4.3.17.1","Asphalt material","cubic metre (m3)",500,null,{"$f":"E401*F401","v":0}]
[null,"C4.3/C1.7.1","Loading"]
[null,"C1.7.1.1","Loading from stockpile using machines and some hand labour where necessary","cubic metre (m3)",500,null,{"$f":"E403*F403","v":0}]
[null,"C4.3/C1.7.2","Hauling"]
[null,"C1.7.2.2","Hauling material to spoil and off-loading it at a designated spoil or stockpile area:"]
[null,"C1.7.2.2(b)","Soil and gravel material","cubic metre - kilometre (m3 - km)",2400,null,{"$f":"E406*F406","v":0}]
[null,"C4.3","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G377:G406)","v":0}]
[]
["SCHEDULE A","C4.4","COMMERCIAL MATERIALS"]
[null,"C4.4.2","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers"]
[null,"C4.4.2.1","Pavement layer material:"]
[null,"C4.4.2.1(c)","Type: G5B","cubic metre (m3)",2520,null,{"$f":"E412*F412","v":0}]
[null,"C4.4.2.1(d)","Type: G7","cubic metre (m3)",1200,null,0]
[null,"C4.4.2.1(e)","Type: G9","cubic metre (m3)",100,null,0]
[null,"C4.4.2.1(q)","Natural or crushed gravel material for the wearing course of an unsealed road","cubic metre (m3)",90,null,0]
[null,"C4.4.2.5(a)","Normal or coarse fill","cubic metre (m3)",1200,null,{"$f":"E416*F416","v":0}]
[null,"C4.4.2.5(b)","Rock fill","cubic metre (m3)",550,null,{"$f":"E417*F417","v":0}]
[null,"C4.4.2.6","Pioneer material","cubic metre (m3)",170,null,{"$f":"E418*F418","v":0}]
[null,"C4.4.4","Cementitious stabilising agents"]
[null,"C4.4.4.1","Cement","ton (t)",70,null,{"$f":"E420*F420","v":0}]
[null,"C4.4.7","Sampling and material testing by a commercial laboratory for the stabilisation designs"]
[null,"C4.4.7.1","Cost of sampling and material testing","provisional sum","prov","sum",{"v":25000,"d":"R25,000.00"}]
[null,"C4.4.7.2","Handling cost and profit in respect of item C4.4.7.1","percentage (%)",{"$f":"G422","v":{"v":25000,"d":"R25,000.00"}},null,{"$f":"E423*F423","v":0}]
[]
[]
[]
[null,"C4.4","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G410:G426)","v":{"v":25000,"d":"R25,000.00"}}]
[]
["SCHEDULE A","C5.1","ROADBED"]
[null,"C5.1.1","Roadbed construction and compaction:"]
[null,"C5.1.1.2","Compaction of in-situ material to 93% of MDD","cubic metre (m3)",250,null,{"$f":"E431*F431","v":0}]
[null,"C5.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G431:G431)","v":0}]
[]
["SCHEDULE A","C5.2","FILL"]
[null,"C5.2.2","Fill construction: "]
[null,"C5.2.2.1","Normal fill material in compacted layer thicknesses of 200mm and less:"]
[null,"C5.2.2.1(a)","Compacted to 90% of MDD","cubic metre (m3)",1200,null,{"$f":"E437*F437","v":0}]
[null,"C5.2.2.1(b)","Compacted to 93% of MDD","cubic metre (m3)",550,null,{"$f":"E438*F438","v":0}]
[null,"C5.2.11","Finishing-off fill slopes, medians and interchange areas:"]
[null,"C5.2.11.1","Fill slopes","square metre (m2)",1800,null,{"$f":"E440*F440","v":0}]
[null,"C5.2","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G435:G440)","v":0}]
[]
["SCHEDULE A","C5.3","ROAD PAVEMENT LAYERS"]
[null,"C5.3.2","Construction of pavement layers"]
[null,"C5.3.2.1","Construction of layers using conventional construction methods:"]
[null,"C5.3.2.1(a)","Lower selected subgrade layer (layer thickness indicated) compacted to 95% of MDD","cubic metre (m3)",750,null,{"$f":"E446*F446","v":0}]
[null,"C5.3.2.1(c)","Upper selected subgrade layer (150mm G7) compacted to 95% of MDD","cubic metre (m3)",450,null,0]
[null,"C5.3.2.1(g)","Gravel wearing course layer (150mm G5/G6) compacted to 95% of MDD","cubic metre (m3)",90,null,0]
[null,"C5.3.2.1(p)","G5B crushed rock/boulder base layer (300mm C3) compacted to 100% of MDD","cubic metre (m3)",870,null,0]
[null,"C5.3.9","Construction of a trial section:"]
[null,"C5.3.9.1","Construction of a trial section using conventional methods of construction"]
[null,"C5.3.9.1(a)","Stabilised gravel layer (layer thickness indicated) trial section","cubic metre (m3)",280,null,{"$f":"E452*F452","v":0}]
[null,"C5.3","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G444:G452)","v":0}]
[]
["SCHEDULE A","C5.4","STABILISATION"]
[null,"C5.4.2","Chemical stabilisation:"]
[null,"C5.4.2.1","Chemical stabilisation (300mm G5B to C4) of pavement layers (subbase) ","cubic metre (m3)",870,null,{"$f":"E457*F457","v":0}]
[null,"C5.4.5","Cementitious stabilisation agents for pavement layers:"]
[null,"C5.4.5.1","Addition of cementitious stabilisation agents (ordinary portland cement CEM II 42.5N) for pavement layers"]
[null,"C5.4.5.1(a)","Cement (for 300mm C3 pavement layer)","ton (t)",70,null,{"$f":"E460*F460","v":0}]
[null,"C5.4.10","Provision and application of water for curing","kilolitre (kℓ)",100,null,{"$f":"E461*F461","v":0}]
[null,"C5.4","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G456:G461)","v":0}]
[]
["SCHEDULE A","C8.1","PRIME COAT"]
[null,"C8.1.1","Prime coat:"]
[null,"C8.1.1.2","MC -30 cut-back bitumen","litre (ℓ)",2000,null,{"$f":"E466*F466","v":0}]
[null,"C8.1.3","Extra over item C8.1.1 for applying the prime coat accessible only to hand-held or light equipment","litre (ℓ)",400,null,{"$f":"E467*F467","v":0}]
[null,"C8.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G466:G467)","v":0}]
[]
["SCHEDULE A","C9.1","ASPHALT LAYERS"]
[null,"C9.1.1","Asphalt mix designs"]
[null,"C9.1.1.1","Stone skeletal mixes:"]
[null,"C9.1.1.1(a)","Continuously graded base or surfacing (A-E2 modified binder, design level 1B)","lump sum",1,null,{"$f":"E473*F473","v":0}]
[null,"C9.1.3","Application of bond coat"]
[null,"C9.1.3.1","Stable–grade 30% net bitumen emulsion as specified.  Applied with a calibrated distributer ","litre (ℓ)",3500,null,{"$f":"E475*F475","v":0}]
[null,"C9.1.4","Asphalt base "]
[null,"C9.1.4.1","New Construction"]
[null,"C9.1.4.1(a)","Stone skeletal mix – continuously graded as defined (80 mm layer thickness, A-E2 modified binder, design level IB and placing by paver and compaction using a roller)","square metre (m2)",2800,null,{"$f":"E478*F478","v":0}]
[null,"C9.1.5","Asphalt surfacing"]
[null,"C9.1.5.1","New construction"]
[null,"C9.1.5.1(a)","Stone skeletal mix – continuously graded as defined (layer thickness 40 mm, A-E2 modified bitumen binder, design level 1B and placing by paver and compaction using a roller)  ","square metre (m2)",2800,null,{"$f":"E481*F481","v":0}]
[null,"PC9.1.8","Surfacing of bridge decks"]
[null,"C9.1.8.1","Surfacing  \n(layer thickness 50 mm, A-E2 modified bitumen binder, design level 1B and placing by paver and compaction using a roller)","ton (t)",75,null,{"$f":"E483*F483","v":0}]
[null,"C9.1.10","Variation rates  "]
[null,"C9.1.10.1","Bitumen (AE-2)","ton (t)",1,null,"Rate Only"]
[null,"C9.1.10.2","Aggregate   ","ton (t)",1,null,"Rate Only"]
[null,"C9.1.13","Coring of asphalt layers  "]
[null,"C9.1.13.1","100mm diameter","number (No.)",10,null,{"$f":"E488*F488","v":0}]
[null,"C9.1.14","Surface regularity testing as described in Clause A9.1.8.4  "]
[null,"C9.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G473:G489)","v":0}]
[]
["SCHEDULE A","C11.1","PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION"]
[null,"C11.1.2","Stone pitching"]
[null,"C11.1.2.3","Grouted stone pitching on a concrete bed ","square metre (m2)",40,null,{"$f":"E494*F494","v":0}]
[null,"C11.1.6","Concrete edge beams (concrete class 30MPa)","cubic metre (m3)",3,null,{"$f":"E495*F495","v":0}]
[null,"C11.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G493:G495)","v":0}]
[]
["SCHEDULE A","C11.2","NON-STRUCTURAL GABIONS"]
[null,"C11.2.1","Foundation trench excavation:"]
[null,"C11.2.1.1","Excavating all material situated within the following depth ranges below the surface level"]
[null,"C11.2.1.1(a)","0m to 1,5m","cubic metre (m3)",1910,null,{"$f":"E501*F501","v":0}]
[null,"C11.2.1.1(b)","Exceeding 1,5m and up to 3,0m","cubic metre (m3)",1490,null,0]
[null,"C11.2.1.1(c)","Exceeding 3,0m and up to 4,5m","cubic metre (m3)",500,null,0]
[null,"C11.2.1.1(d)","Exceeding 4,5m and up to 6,0m","cubic metre (m3)",330,null,0]
[null,"C11.2.1.2","Extra over sub-item C11.2.1.1 for excavation in hard material, irrespective of depth","cubic metre (m3)",675,null,0]
[null,"C11.2.1.3","Excavating soft material within 1,5m below the surface level using labour enhanced construction methods","cubic metre (m3)",250,null,0]
[null,"C11.2.1.4","Excavating intermediate material within 1,5m below the surface level using labour enhanced construction methods","cubic metre (m3)",250,null,0]
[null,"C11.2.2","Surface preparation for bedding the gabion boxes and mattresses","square metre (m2)",737,null,0]
[null,"C11.2.3","Gabion boxes and mattresses:"]
[null,"C11.2.3.1(a)","1.0m x 1.0m x 1.0m","cubic metre (m3)",135,null,{"$f":"E510*F510","v":0}]
[null,"C11.2.3.1(b)","1.5m x 1.0m x 1.0m","cubic metre (m3)",200,null,0]
[null,"C11.2.3.1(c)","2.0m x 1.0m x 1.0m","cubic metre (m3)",115,null,0]
[null,"C11.2.3.1(d)","3.0m x 1.0m x 1.0m","cubic metre (m3)",395,null,{"$f":"E513*F513","v":0}]
[null,"C11.2.3.1(e)","4.0m x 1.0m x 1.0m","cubic metre (m3)",40,null,{"$f":"E514*F514","v":0}]
[null,"C11.2.3.1(f)","2.0m x 1.0m x 0.5m","cubic metre (m3)",25,null,0]
[null,"C11.2.3.1(g)","3.0m x 1.0m x 0.5m","cubic metre (m3)",15,null,0]
[null,"C11.2.3.3(a)","2.0m x 1.0m x 0.3m","cubic metre (m3)",142,null,0]
[null,"C11.2.4","Geotextile (Non-woven needlepunched with a mass (nominal of 230 g/m2, thickness of 1,8mm, tensile strength (MD/CD) 50/50 kN/m and statis puncture strength (CBR) of 11,0 kN)","square metre (m2)",1394,null,{"$f":"E518*F518","v":0}]
["SCHEDULE A","C11.2","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G501:G518)","v":0}]
[]
["SCHEDULE A","C11.4","ROAD RESTRAINT SYSTEMS"]
[null,"C11.4.1","Erecting of guardrails at 3,81m spacing"]
[null,"C11.4.1.1","Complete galvanized system compliant to SANS 1350:"]
[null,"C11.4.1.1(a)","On timber posts (Drawing Ref. 2304/PMA/FC/SD/018 & 2304/PMA/FC/SD/019)","metre (m)",350,null,{"$f":"E524*F524","v":0}]
[null,"C11.4.1.2(a)","End wings to SANS 1350","number (No.)",6,null,{"$f":"E525*F525","v":0}]
[null,"C11.4.1.2(c)","Bridge adapters to SANS 1350 ","number (No.)",4,null,0]
[null,"C11.4.1.2(d)","End treatments where single guardrail sections are specified (SD 1102/A) ","number (No.)",4,null,0]
[null,"C11.4.3","Project specific concrete barrier systems"]
[null,"C11.4.3.3","Installation and removal of precast concrete barrier system (existing precast concrete barriers owned by SANRAL. Contractor to provide bolts, nuts, washers, reinforcing plates)","number (No.)",120,null,{"$f":"E529*F529","v":0}]
[null,"C11.4.3.4","Relocating or stacking precast barrier moved in excess of 1,0 km (transport and stack at the Tinley Manor Interchange storage site upon completion of works)","number (No.)",120,null,{"$f":"E530*F530","v":0}]
[null,"C11.4.4","Extra over for horizontally curved guard rails"]
[null,"C11.4.4.1","Extra over C11.4.1 and C11.4.11 for horizontally curved guard rails factory bent to a radius of less than 45m","metre (m)",90,null,{"$f":"E532*F532","v":0}]
[null,"C11.4.5","Additional guardrail posts for 3,81m systems:"]
[null,"C11.4.6","Reflective plates"]
[null,"C11.4.6.1","Steel plates","number (No.)",1300,null,{"$f":"E535*F535","v":0}]
[null,"C11.4.7","Removing existing guardrails:","metre (m)",100,null,{"$f":"E536*F536","v":0}]
[null,"C11.4.9","Re-erection of guardrails with recovered or provided material:"]
[null,"C11.4.9.1","Single guardrail","metre (m)",50,null,{"$f":"E538*F538","v":0}]
[null,"C11.4.11","New material required for the re-erection guardrails with recovered materials:"]
[null,"C11.4.11.1","Guardrails, 3,81m compliant to SANS 1350","number (No.)",15,null,{"$f":"E540*F540","v":0}]
[null,"C11.4.11.2","Timber posts compliant to SANS 457","number (No.)",15,null,0]
[null,"C11.4.11.4","Reflective plates","number (No.)",15,null,0]
[null,"C11.4.11.5","Spacer blocks compliant to SANS 457","number (No.)",15,null,0]
[null,"C11.4.11.6","Splice bolt complete with nut and washer compliant to SANS 1350","number (No.)",15,null,0]
[null,"C11.4.11.7","Post bolt complete with nut and washer compliant to SANS 1350","number (No.)",15,null,0]
[null,"C11.4.15","Disposal of existing guardrails"]
[null,"C11.4.15.1","Straight or curved longitudinal guardrails","metre (m)",100,null,{"$f":"E547*F547","v":0}]
[null,"C11.4.15.2","End treatments with single guardrails","metre (m)",4,null,{"$f":"E548*F548","v":0}]
[null,"C11.4","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G524:G548)","v":0}]
[]
["SCHEDULE A","C11.6","ROAD SIGNS "]
[null,"PC11.6.1","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","Aluminium sheet (2,0mm thick):"]
[null,"C11.6.1.1(a)","Area 0 to 0,5 m2","square metre (m2)",2,null,{"$f":"E554*F554","v":0}]
[null,"C11.6.1.1(b)","Area exceeding 0,5 m2 but not 2,0 m2","square metre (m2)",2,null,{"$f":"E555*F555","v":0}]
[null,"C11.6.1.7(b)","900mm diameter (signboard material, background and symbol retro-reflective class indicated)","number (No.)",8,null,{"$f":"E556*F556","v":0}]
[null,"C11.6.1.9(c)","1200mm size (signboard material, background and symbol retro-reflective class indicated)","number (No.)",6,null,{"$f":"E557*F557","v":0}]
[null,"C11.6.1.11","Supplementary plates to permanent regulatory or warning signs (signboard material, background and symbol retro-reflective class indicated)","square metre (m2)",1,null,{"$f":"E558*F558","v":0}]
[null,"C11.6.2.1(b)","Class III","square metre (m2)",10,null,{"$f":"E559*F559","v":0}]
[null,"C11.6.2.2(a)","Class III","square metre (m2)",5,null,{"$f":"E560*F560","v":0}]
[null,"C11.6.3","Road sign supports (overhead road sign structures excluded):"]
[null,"C11.6.3.2","Timber (150mm diameter creosote treated)","metre (m)",120,null,{"$f":"E562*F562","v":0}]
[null,"C11.6.5","Excavation and backfilling for road sign supports (not applicable to kilometre posts)"]
[null,"C11.6.5.1","Excavating soft material and backfilling","cubic metre (m3)",6,null,{"$f":"E564*F564","v":0}]
[null,"C11.6.5.3","Extra over item C11.6.5.1 and C11.6.5.2 for cement-treated soil backfill","cubic metre (m3)",5,null,{"$f":"E565*F565","v":0}]
[null,"C11.6.6","Dismantling, storing and re-erecting road signs with a surface area of:"]
[null,"C11.6.6.1","Area 0 to 0,5 m2","square metre (m2)",2,null,{"$f":"E567*F567","v":0}]
[null,"C11.6.6.2","Area exceeding 0,5 m2 but not 2,0 m2","square metre (m2)",2,null,{"$f":"E568*F568","v":0}]
[null,"C11.6.8","Danger plates at culverts/structures"]
[null,"C11.6.8.1","Size 150 x 600mm (creosoted poles 110mmØ, retro-reflective material class II)","number (No.)",22,null,{"$f":"E570*F570","v":0}]
[null,"C11.6.10","Disposing of road signs with a surface area of:"]
[null,"C11.6.10.1","Area 0 to 0,5 m2","square metre (m2)",2,null,{"$f":"E572*F572","v":0}]
[null,"C11.6.10.2","Area exceeding 0,5 m2 but not 2,0 m2","square metre (m2)",2,null,{"$f":"E573*F573","v":0}]
[null,"C11.6","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G554:G573)","v":0}]
[]
["SCHEDULE A","C11.7","ROAD MARKINGS AND ROAD STUDS"]
[null,"C11.7.1","Road marking:"]
[null,"C11.7.2","Retro-reflective road marking:"]
[null,"C11.7.2.1(a)","a. White lines broken or unbroken (Retro-reflective road marking paint, 100mm wide)","kilometre (km)",0.4,null,{"$f":"E579*F579","v":0}]
[null,"C11.7.2.1(b)","b. White lines broken or unbroken (Retro-reflective road marking paint, 150mm wide)","kilometre (km)",0.5,null,0]
[null,"C11.7.2.2","Yellow lines broken or unbroken (Retro-reflective road marking paint, 150mm wide:)","kilometre (km)",1.25,null,0]
[null,"C11.7.2.4","White lettering and symbols (Retro-reflective road marking paint)","square metre (m2)",25,null,0]
[null,"C11.7.2.7","Transverse lines, painted island and arrestor bed markings (any colour) (Retro-reflective road marking paint)","square metre (m2)",20,null,0]
[null,"C11.7.7","Road studs"]
[null,null,"Type RSA-2 100mm x 100mm Y/R","number (No.)",32,null,{"$f":"E585*F585","v":0}]
[null,null,"Type RSA-2 100mm x 100mm R/R","number (No.)",16,null,0]
[null,"C11.7.8","Setting out and premarking the lines (excluding traffic island markings, lettering and symbols)","kilometre (km)",2,null,{"$f":"E587*F587","v":0}]
[null,"C11.7.9","Re-establishing the painting unit during the defects notification period and at other instances on instruction of the Engineer","number (No.)",1,null,0]
[null,"C11.7","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G578:G588)","v":0}]
[]
["SCHEDULE A","C11.8","LANDSCAPING AND PLANTING PLANTS"]
[null,"C11.8.1","Trimming:"]
[null,"C11.8.1.1","Machine trimming","square metre (m2)",1000,null,{"$f":"E593*F593","v":0}]
[null,"C11.8.1.2","Hand trimming","square metre (m2)",1000,null,{"$f":"E594*F594","v":0}]
[null,"C11.8.3","Preparing the areas for grassing:"]
[null,"C11.8.3.2","Scarifying for loosening topsoil","hectare (ha)",0.2,null,{"$f":"E596*F596","v":0}]
[null,"C11.8.3.3(b)","Topsoil obtained from commercial sources by the Contractor ","cubic metre (m3)",300,null,{"$f":"E597*F597","v":0}]
[null,"C11.8.3.5(a)","Lime","ton (t)",0.1,null,{"$f":"E598*F598","v":0}]
[null,"C11.8.3.5(b)","Superphosphate","ton (t)",0.1,null,0]
[null,"C11.8.4","Grassing"]
[null,"C11.8.4.3(c)","Hydroseeding","hectare (ha)",0.2,null,{"$f":"E601*F601","v":0}]
[null,"C11.8.5","Watering the grass when established by topsoiling only","kilolitre (kℓ)",50,null,0]
[null,"C11.8.11","Weeding all grass-seeded areas and the grass when established by topsoiling only","hectare (ha)",0.2,null,{"$f":"E603*F603","v":0}]
[null,"C11.8","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G593:G603)","v":0}]
[]
["SCHEDULE A","C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[null,"C11.9.1","Finishing the road and road reserve:"]
[null,"C11.9.1.2","Single carriageway road","kilometre (km)",0.6,null,{"$f":"E608*F608","v":0}]
[null,"C11.9","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G608:G608)","v":0}]
[]
["SCHEDULE B","C12.1","PILING"]
[null,"C12.1.2","Access and drainage:"]
[null,"C12.1.2.1","Access","lump sum","lump","sum"]
[null,"C12.1.2.2","Drainage by pumping or other means","lump sum","lump","sum"]
[null,"C12.1.3","Establishment on site for piling (900mm diameter oscillator piles at Abutments and Piers","lump sum","lump","sum"]
[null,"C12.1.4","Moving to, and setting up equipment at each position for installing piles (900mm diamteter oscillator piles)","number (No.)",34,null,{"$f":"E616*F616","v":0}]
[null,"C12.1.5","Augered or bored holes (Oscillator) for piles  with a diameter of (900mm) through  material situated within the following successive depth ranges"]
[null,"C12.1.5.2","Bored piles"]
[null,"C12.1.5.2(a)","0m up to 10m","metre (m)",340,null,{"$f":"F619*E619","v":0}]
[null,"C12.1.5.2(b)","Exceeding 10m and up to 15m","metre (m)",80,null,{"$f":"F620*E620","v":0}]
[null,"C12.1.5.2(c)","Exceeding 15m and up to 20m","metre (m)",35,null,0]
[null,"C12.1.5.2(d)","Exceeding 20m and up to 25m","metre (m)",5,null,{"$f":"F622*E622","v":0}]
[null,"C12.1.6","Extra over item C12.1.5 irrespective of the depth, to form augered and bored pile holes through identified materials consisting of:"]
[null,"C12.1.6.1","Coarse gravel with a matrix content of less than (Course Gravel and Cobble up to 0.21m diameter, sub-angular to sub-round 50% gravel and 20% cobble of sandstone and tillite)","metre (m)",88,null,{"$f":"E624*F624","v":0}]
[null,"C12.1.6.2","Boulders (Boulders up to 0.21m diameter, sub-angular to sub-round 30% boulders)","metre (m)",44,null,{"$f":"E625*F625","v":0}]
[null,"C12.1.6.3","Rock formation (medium to hard rock, Class R5, 2.5m long socket)","metre (m)",85,null,{"$f":"E626*F626","v":0}]
[null,"C12.1.13","Extra over items C12.1.5 and C12.1.7 for raking of piles:"]
[null,"C12.1.13.1","Holes for piles of (900mm diameter with rake of 1:10)","metre (m)",155,null,{"$f":"E628*F628","v":0}]
[null,"C12.1.15","Steel reinforcement in cast in situ piles:"]
[null,"C12.1.15.1","Mild-steel bars (250MPa Yield Strength)","ton (t)",1,null,{"$f":"E630*F630","v":0}]
[null,"C12.1.15.2","High-yield-stress-steel bars (Type C - 450MPa Yield Strength)","ton (t)",38,null,{"$f":"E631*F631","v":0}]
[null,"C12.1.16","Cast in situ concrete in piles, underreams, bulbous bases and sockets (40 MPa)","cubic metre (m3)",340,null,{"$f":"E632*F632","v":0}]
[null,"C12.1.17","Extra over item C12.1.16 for concrete cast underwater","cubic metre (m3)",60,null,{"$f":"E633*F633","v":0}]
[null,"C12.1.24","Stripping/cutting the pile heads (900mm diameter Oscillator Piles)","number (No.)",34,null,{"$f":"E634*F634","v":0}]
[null,"C12.1.27","Establishment on site for core drilling ","lump sum","lump","sum"]
[null,"C12.1.28","Moving equipment to and assembling at each location where cores are to be drilled","number (No.)",34,null,{"$f":"E636*F636","v":0}]
[null,"C12.1.29","Drilling the cores (75mm Diameter NX) in:"]
[null,"C12.1.29.1","Concrete","metre (m)",85,null,{"$f":"E638*F638","v":0}]
[null,"C12.1.29.2","Founding formation:"]
[null,"C12.1.29.2(a)","Irrespective of hardness","metre (m)",20,null,{"$f":"E640*F640","v":0}]
[null,"C12.1.30","Standing time for pile-installation frame","hour (h)",48,null,{"$f":"E641*F641","v":0}]
[null,"C12.1.31","Pile Integrity Testing on augered/bored piles"]
[null,"C12.1.31.1","Providing and installing (900mm diameter) mild steel tubes for “Cross Hole Sonic Logging” in all designated piles","metre (m)",1500,null,{"$f":"E643*F643","v":0}]
[null,"C12.1.31.2","Carrying out of Impact Frequency Response (IFR) measurements or Sonic Tapping tests and interpretation of results (per 900mm pile diameter)","number (No.)",34,null,{"$f":"E644*F644","v":0}]
[null,"C12.1.31.3","Cross-Hole Sonic Logging tests and interpreted results (per 900mm pile diameter)","metre (m)",1500,null,{"$f":"E645*F645","v":0}]
[null,"C12.1.31.4","Base integrity tests (per designated pile)","number (No.)",34,null,{"$f":"E646*F646","v":0}]
[null,"C12.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G612:G646)","v":0}]
[]
["SCHEDULE B","C13.1","FOUNDATIONS"]
[null,"C13.1.1","Provision of designs and drawings of temporary works by an ECSA-registered Professional Engineer or Technologist or Geotechnical Engineer (Temporary Lateral Support to Foundation Excavation at Abutment 1)","lump sum","lump","sum"]
[null,"C13.1.2","Additional foundation investigations:"]
[null,"C13.1.2.1","Provisional sum allowed for additional foundation investigations","provisional sum","Prov","Sum",{"v":100000,"d":"R100,000.00"}]
[null,"C13.1.2.2","Handling costs and profit in respect of item C13.1.2.1","percentage (%)",{"$f":"G652","v":{"v":100000,"d":"R100,000.00"}},null,{"$f":"E653*F653","v":0}]
[null,"134.1.3","Excavation:"]
[null,"C13.1.3.1","Excavating soft material situated within the following successive depth ranges:"]
[null,"C13.1.3.1(a)","0m up to 1,5m","cubic metre (m3)",550,null,{"$f":"E656*F656","v":0}]
[null,"C13.1.3.1(b)","> 1,5m and < 3,0m","cubic metre (m3)",550,null,0]
[null,"C13.1.3.1(c)","> 3,0m and < 4,5m","cubic metre (m3)",530,null,{"$f":"E658*F658","v":0}]
[null,"C13.1.3.1(d)","> 4,5m and < 6,0m","cubic metre (m3)",500,null,{"$f":"E659*F659","v":0}]
[null,"C13.1.3.1(e)","> 6,0m and < 7,5m","cubic metre (m3)",225,null,{"$f":"E660*F660","v":0}]
[null,"C13.1.3.2","Extra over subitem C13.1.3.1 for excavation in hard material  irrespective of depth","cubic metre (m3)",180,null,0]
[null,"C13.1.3.3","Extra over subitem C13.1.3.1 for additional excavation required by the Engineer after excavation is complete","cubic metre (m3)",150,null,0]
[null,"C13.1.3.4","Extra over subitem C13.1.3.1 for excavation by hand","cubic metre (m3)",150,null,0]
[null,"C13.1.3.5","Extra over subitem C13.1.3.1 for excavation in restricted areas","cubic metre (m3)",450,null,0]
[null,"C13.1.4","Excavation by labour enhanced methods:"]
[null,"C13.1.4.1","Excavate in soft material situated within the following successive depth ranges:"]
[null,"C13.1.4.1(a)","0m up to 1,5m","cubic metre (m3)",80,null,{"$f":"E667*F667","v":0}]
[null,"C13.1.5","Mass excavation within a restricted area (extra over item C13.1.3)","cubic metre (m3)",1100,null,{"$f":"E668*F668","v":0}]
[null,"C13.1.6","Access and drainage:"]
[null,"C13.1.6.1","Access","lump sum","lump","sum"]
[null,"C13.1.6.2","Drainage","lump sum","lump","sum"]
[null,"C13.1.7","Backfill to excavations utilising:"]
[null,"C13.1.7.1","Material from excavation","cubic metre (m3)",1750,null,{"$f":"E673*F673","v":0}]
[null,"C13.1.7.2","Imported material","cubic metre (m3)",450,null,{"$f":"E674*F674","v":0}]
[null,"C13.1.7.3","Soil cement","cubic metre (m3)",40,null,{"$f":"E675*F675","v":0}]
[null,"C13.1.9","Fill within a restricted area (extra over item C5.2.2)","cubic metre (m3)",950,null,{"$f":"E676*F676","v":0}]
[null,"C13.1.10","Haul in excess of 1,0 km on excavated material and on material imported for backfill, foundation fill and fill for caissons","cubic metre kilometre (m3.km)",8000,null,0]
[null,"C13.1.12","Overbreak in excavation in hard material","square metre (m2)",210,null,0]
[null,"C13.1.14","Foundation fill consisting of:"]
[null,"C13.1.14.1","Rock fill","cubic metre (m3)",500,null,{"$f":"E680*F680","v":0}]
[null,"C13.1.14.3","Compacted granular material","cubic metre (m3)",50,null,0]
[null,"C13.1.14.4","Mass concrete (Class C12/15-20)","cubic metre (m3)",50,null,0]
[null,"C13.1.14.5","Concrete blinding (75mm thick blinding, C12/15-20)","cubic metre (m3)",25,null,0]
[null,"C13.1.21","Foundation lining (type of material and thickness indicated)"]
[null,"C13.1.21(a)","PVC Sheeting (250 micron) - 3 layers","square metre (m2)",420,null,{"$f":"E685*F685","v":0}]
[null,"C13.1.21(b)","Malthoid - 3 layers","square metre (m2)",30,null,0]
[null,"C13.1.23","Lateral support for excavations:"]
[null,"C13.1.23.1","Excavation or fill at (abutment 1)"]
[null,"C13.1.23.1(a)","0m to 2,5m depth","square metre (m2)",88,null,{"$f":"E689*F689","v":0}]
[null,"C13.1.23.1(b)","2,5m to 5,0m depth","square metre (m2)",88,null,{"$f":"E690*F690","v":0}]
[null,"C13.1.23.1(c)","5,0m to 7,5m depth","square metre (m2)",18,null,{"$f":"E691*F691","v":0}]
[null,"C13.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G650:G691)","v":{"v":100000,"d":"R100,000.00"}}]
[]
["SCHEDULE B","C13.2","FALSEWORK, FORMWORK AND CONCRETE FINISH"]
[null,"C13.2.2","Vertical formwork to provide (class of finish indicated as F1, F2, F3 or board) surface finish to (description of member to which applicable)"]
[null,"C13.2.2(a)","F1 Formwork"]
[null,"C13.2.2'i)","Abutment Pilecap","square metre (m2)",130,null,{"$f":"E697*F697","v":0}]
[null," 'C13.2.2'ii)","Pier Pilecap","square metre (m2)",80,null,{"$f":"E698*F698","v":0}]
[null,"C13.2.2'iii)","Abutment Wall - Earth Face","square metre (m2)",130,null,0]
[null,"C13.2.2'iv)","Abutment Wall - Side Face","square metre (m2)",20,null,0]
[null,"C13.2.2'v)","Curtain Wall - Earth Face","square metre (m2)",45,null,0]
[null,"C13.2.2'vi)","Earwall - Earth Face","square metre (m2)",40,null,0]
[null,"C13.2.2'vii)","Return Wall - Earth Face","square metre (m2)",90,null,0]
[null,"C13.2.2'viii)","Approach Slab","square metre (m2)",10,null,0]
[null,"C13.2.2'(b)","F2 Formwork"]
[null,"C13.2.2'i)","Abutment Stem - Front Face","square metre (m2)",135,null,{"$f":"E706*F706","v":0}]
[null,"C13.2.2'ii)","Abutment Stem - Side Face","square metre (m2)",15,null,0]
[null,"C13.2.2'iii)","Curtain Wall - Front Face","square metre (m2)",50,null,0]
[null,"C13.2.2'iv)","Closure Wall - Front Face","square metre (m2)",25,null,0]
[null,"C13.2.2'v)","Earwall - Front Face","square metre (m2)",45,null,0]
[null,"C13.2.2'vi)","Return Wall - Front Face","square metre (m2)",90,null,0]
[null,"C13.2.2'vii)","Abutment Restraint Block","square metre (m2)",5,null,0]
[null,"C13.2.2'viii)","Pier","square metre (m2)",175,null,0]
[null,"C13.2.2'ix)","Pier Capping Beam","square metre (m2)",75,null,0]
[null,"C13.2.2'x)","Deck Diaphragm Beams - Abutments","square metre (m2)",50,null,0]
[null,"C13.2.2'xi)","Deck Diaphragm Beams - Piers","square metre (m2)",40,null,0]
[null,"C13.2.2'xii)","Deck Diaphragm Beams - Intermediate","square metre (m2)",40,null,0]
[null,"C13.2.2'xiii)","Deck Cantilever - Sides","square metre (m2)",42,null,0]
[null,"C13.2.2'xiv)","Deck - Barrier Upstand","square metre (m2)",35,null,0]
[null,"C13.2.2'xv)","Deck - Sides of Recess for Water Pipe","square metre (m2)",15,null,0]
[null,"C13.2.3","Horizontal formwork to provide (class of finish Indicated as F1, F2, F3 or board) surface finish to (description of member to which applicable)"]
[null,"C13.2.3'(a)","F2 Formwork"]
[null,"C13.2.3'i)","Deck Soffit","square metre (m2)",115,null,{"$f":"E723*F723","v":0}]
[null,"C13.2.3'ii)","Deck Diaphragm Beams - Abutments","square metre (m2)",25,null,{"$f":"E724*F724","v":0}]
[null,"C13.2.3'iii)","Deck Diaphragm Beams - Piers","square metre (m2)",36,null,0]
[null,"C13.2.3'iv)","Deck Diaphragm Beams - Intermediate","square metre (m2)",40,null,0]
[null,"C13.2.5","Permanent formwork"]
[null,"C13.2.5.1","To form voids of (750mm wide by 1000mm long) in (between precast beams)","square metre (m2)",473,null,{"$f":"E728*F728","v":0}]
[null,"C13.2.6","Formwork to form open joints (description of member to which applicable, and location)"]
[null,null,"(a) Diaphragm Beams at Abutments - 50mm joint between deck slabs","square metre (m2)",36,null,{"$f":"E730*F730","v":0}]
[null,null,"(b) Diaphragm Beams at Piers - 50mm joint between diaphragm slabs","square metre (m2)",8,null,0]
[null,null,"(c) Approach Slab - 10mm joint between approach slab and abutment wall","square metre (m2)",6,null,0]
[null,null,"(d) Approach Slab - 10mm joint between approach slab and return wall","square metre (m2)",3,null,0]
[null,"C13.2","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G695:G733)","v":0}]
[]
["SCHEDULE B","C13.3","STEEL REINFORCEMENT"]
[null,"C13.3.1","Reinforcement for:"]
[null,"C13.3.1.1","… (Description of portion of structure to which applicable):"]
[null,"C13.3.1.1(a)","Mild-steel bars"]
[null,null,"Abutment Pilecaps","ton (t)",1,null,{"$f":"E740*F740","v":0}]
[null,null,"Pier Pilecaps","ton (t)",1,null,0]
[null,null,"Abutment (Stem, Return wall, Curtain wall, Closure wall, Earwall, Restrain block)","ton (t)",1,null,0]
[null,null,"Pier (Stem, Capping beam, Restraint block)","ton (t)",1,null,0]
[null,null,"Diaphragm Beams (Abutment, Pier, Intermediate)","ton (t)",0.5,null,0]
[null,null,"Deck Slab","ton (t)",1,null,0]
[null,null,"Approach Slab","ton (t)",0.5,null,0]
[null,"C13.3.1.1(b)","High-yield-stress-steel bars (type indicated)"]
[null,null,"Abutment Pilecaps","ton (t)",50,null,0]
[null,null,"Pier Pilecaps","ton (t)",8,null,0]
[null,null,"Abutment (Stem, Return wall, Curtain wall, Closure wall, Earwall, Restraint block)","ton (t)",45,null,0]
[null,null,"Pier (Stem, Capping beam, Restrain block)","ton (t)",17,null,0]
[null,null,"Diaphragm Beams (Abutment, Pier, Intermediate)","ton (t)",15,null,0]
[null,null,"Deck Slab","ton (t)",38,null,0]
[null,null,"Approach Slab","ton (t)",4,null,0]
[null,null,"F-Shape Parapet","ton (t)",8,null,0]
[null,null,"850mm High Barrier","ton (t)",5,null,0]
[null,null,"Endblocks","ton (t)",3,null,0]
[null,"C13.3.4","Extra-over item C13.3.1 (a), (b), etc. for galvanising of reinforcement    ","ton (t)",15,null,0]
[null,"C13.3","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G739:G758)","v":0}]
[]
["SCHEDULE B","C13.4","CONCRETE"]
[null,"C13.4.1","Cast in situ concrete (Class of concrete and use or position in structure stated): "]
[null,"C13.4.1.1","Strength concrete (class C):"]
[null,"C13.4.1.1(a)","Abutment Pile Caps C32/40-20 ","cubic metre (m3)",300,null,{"$f":"E764*F764","v":0}]
[null,"C13.4.1.1(b)","Pier Pile Caps C32/40-20 ","cubic metre (m3)",50,null,{"$f":"E765*F765","v":0}]
[null,"C13.4.1.1(c)","Approach Slab C32/40-20 ","cubic metre (m3)",25,null,0]
[null,"C13.4.1.1(d)","Sidewalk C25-30-20","cubic metre (m3)",25,null,0]
[null,"C13.4.1.1(e)","Back of Wall Drainage C12-15-20","cubic metre (m3)",1,null,0]
[null,"C13.4.1.2","Durable concrete (class D):"]
[null,"C13.4.1.2(a)","Abutment (Stem, Closure and Curtain walls, Return walls, Earwalls) D32/40-XC4(100)-20","cubic metre (m3)",265,null,{"$f":"E770*F770","v":0}]
[null,"C13.4.1.2(b)","Pier (Stems, Capping beam) D32/40-XC4(100)-20","cubic metre (m3)",120,null,0]
[null,"C13.4.1.2(c)","Diaphragm Beams (Abutment, Pier, Intermediate) D32/40-XC4(100)-20","cubic metre (m3)",100,null,0]
[null,"C13.4.1.2(d)","Deck Slab D32/40-XC4(100)-20","cubic metre (m3)",260,null,0]
[null,"C13.4.3","Extra over item C13.4.1 for the protection of concrete from adverse environmental conditions, if required:"]
[null,"C13.4.3.1","Strength concrete (class C):"]
[null,"C13.4.3.1(a)","Abutment Piles and Pile Caps C32/40-20 ","cubic metre (m3)",300,null,{"$f":"E776*F776","v":0}]
[null,"C13.4.3.1(b)","Pier Piles and Pile Caps C32/40-20 ","cubic metre (m3)",50,null,{"$f":"E777*F777","v":0}]
[null,"C13.4.3.1(c)","Approach Slab C32/40-20 ","cubic metre (m3)",25,null,0]
[null,"C13.4.3.1(d)","Sidewalk  slab C25-30-20","cubic metre (m3)",25,null,0]
[null,"C13.4.3.1(e)","Back of Wall Drainage C12-15-20","cubic metre (m3)",1,null,0]
[null,"C13.4.3.2","Durable concrete (class D):"]
[null,"C13.4.3.2(a)","Abutment (Stem, Closure and Curtain walls, Return walls, Earwalls) D32/40-XC4(100)-20","cubic metre (m3)",245,null,{"$f":"E782*F782","v":0}]
[null,"C13.4.3.2(b)","Pier (Stems, Capping beam) D32/40-XC4(100)-20","cubic metre (m3)",120,null,0]
[null,"C13.4.3.2(c)","Diaphragm (Abutment, Pier, Intermediate) D32/40-XC4(100)-20","cubic metre (m3)",100,null,0]
[null,"C13.4.3.2(d)","Deck D32/40-XC4(100)-20","cubic metre (m3)",250,null,0]
[null,"C13.4.5","Curing and surface protection of cast in situ concrete, as and where specifically required:"]
[null,"C13.4.5.2","Pile Caps, Approach Slab, Crobels, Abutment Beam and Diaphragms, Pier Stem and Diampragm, Deck and Earwall  (Tenderer to specify method of curing)","square metre (m2)",1400,null,{"$f":"E787*F787","v":0}]
[null,"C13.4.9","Manufacturing precast concrete members (description of member with reference to drawing)"]
[null,"C13.4.9(a)","Post Tensioned Concrete Beam Type 1, 22.978m long","number (No.)",4,null,{"$f":"E789*F789","v":0}]
[null,"C13.4.9(b)","Post Tensioned Concrete Beam Type 2, 22.978m long","number (No.)",16,null,{"$f":"E790*F790","v":0}]
[null,"C13.4.9©","Post Tensioned Concrete Beam Type 3, 23.279m long","number (No.)",2,null,{"$f":"E791*F791","v":0}]
[null,"C13.4.9(d)","Post Tensioned Concrete Beam Type 4, 23.279m long","number (No.)",8,null,{"$f":"E792*F792","v":0}]
[null,"C13.4.11","Transporting and erecting precast concrete members (description of member and approximate mass to be given)"]
[null,"C13.4.11(a)","Post Tensioned Concrete Beam Type 1, 22.978m long","number (No.)",4,null,{"$f":"E794*F794","v":0}]
[null,"C13.4.11(b)","Post Tensioned Concrete Beam Type 2, 22.978m long","number (No.)",16,null,{"$f":"E795*F795","v":0}]
[null,"C13.4.11( c)","Post Tensioned Concrete Beam Type 3, 23.279m long","number (No.)",2,null,{"$f":"E796*F796","v":0}]
[null,"C13.4.11(d)","Post Tensioned Concrete Beam Type 4, 23.279m long","number (No.)",8,null,{"$f":"E797*F797","v":0}]
[null,"C13.4.13","Complete demolition and disposal of existing structural concrete elements or parts existing structures:"]
[null,"C13.4.13.1","Temporary Bypass Structure","cubic metre (m3)",500,null,{"$f":"E799*F799","v":0}]
[null,"C13.4.13.2","Existing Bridge","cubic metre (m3)",600,null,{"$f":"E800*F800","v":0}]
[null,"C13.4.13.3","Existing Property Boundary Masonry Wall","cubic metre (m3)",120,null,{"$f":"E801*F801","v":0}]
[null,"C13.4","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G764:G801)","v":0}]
[]
["SCHEDULE B","C13.6","BEARINGS"]
[null,"C13.6.1","Bearings:"]
[null,"C13.6.1.1","Laminated Elastomeric Bearings 350 x 400 complete as per drawings","number (No.)",61,null,{"$f":"E806*F806","v":0}]
[null,"C13.6.1.2","Provision of engineering drawings of proprietary bearings and certification after installation by an ECSA Registered Professional Engineer or Technologist","lump sum","lump","sum"]
[null,"C13.6.3","Bearing strips (description of the material and number of Layers)"]
[null,"C13.6.3(a)","10mm thick bearing strip at restraint block"]
[null,null,"(i) Abutment ","square metre (m2)",5,null,{"$f":"E810*F810","v":0}]
[null,null,"(ii) Pier","square metre (m2)",5,null,{"$f":"E811*F811","v":0}]
[null,"C13.6.3(b)","12mm thick Neoprene Strip at Pipe Support"]
[null,null,"(i) Below Pipe Support","square metre (m2)",10,null,{"$f":"E813*F813","v":0}]
[null,"C13.6.4","Dowels or guides (description of each type)","number (No.)"]
[null,null,"(i) F-Shape Parapets","number (No.)",40,null,{"$f":"E815*F815","v":0}]
[null,null,"(ii) 850mm Barrier ","number (No.)",30,null,{"$f":"E816*F816","v":0}]
[null,null,"(iii) Handrail ","number (No.)",16,null,0]
[null,null,"(i) Abutments ","number (No.)",28,null,0]
[null,null,"(i) Abutment 1","number (No.)",9,null,0]
[null,null,"(i) Abutment 1","number (No.)",20,null,{"$f":"E820*F820","v":0}]
[null,"C13.6","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G806:G820)","v":0}]
[]
["SCHEDULE B","C13.7","JOINTS"]
[null,"C13.7.2","Filled joints:"]
[null,"C13.7.2.2(a)","10mm joint between pedestrian handrail base panels as per drawing","metre (m)",20,null,{"$f":"E825*F825","v":0}]
[null,"'C13.7.2.2(b)","10mm joint between pedestrian walkway slabs as per drawing","metre (m)",165,null,{"$f":"E826*F826","v":0}]
[]
[null,"C13.7.3","Unfilled joints:"]
[null,"C13.7.3.2(a)","10mm joint between pedestrian handrail base panels as per drawing","metre (m)",20,null,{"$f":"E829*F829","v":0}]
[null,"C13.7.3.2(b)","10mm joint between pedestrian walkway slabs as per drawing","metre (m)",165,null,{"$f":"E830*F830","v":0}]
[null,"C13.7.4","Sealing joints with:"]
[null,"C13.7.4.1`(a)","10mm joint between pedestrian handrail base panels as per drawing","metre (m)",20,null,{"$f":"E832*F832","v":0}]
[null,"C13.7.4.1`(b)","10mm joint between pedestrian walkway slabs as per drawing","metre (m)",165,null,{"$f":"E833*F833","v":0}]
[null,"C13.7.5","Supply and installation of Agrément South Africa certified proprietary expansion joints"]
[null,"C13.7.5.2(f)","500mm x 150mm","metre (m)",25,null,{"$f":"E835*F835","v":0}]
[null,"C13.7.5.3","Provision of engineering drawings of proprietary joints and certification after installation by an ECSA registered Professional Engineer or Technologist","lump sum","lump","sum"]
[null,"C13.7.6","Joint terminations in:"]
[null,"C13.7.6.1","Barriers and Parapets (Asphaltic Plug Joint)","number (No.)",4,null,{"$f":"E838*F838","v":0}]
[null,"C13.7.6.2","Sidewalks (Asphaltic Plug Joint)","number (No.)",2,null,{"$f":"E839*F839","v":0}]
[null,"C13.7.7","Cover plates (non-metallic) in barriers, parapets and sidewalks where specified on the drawings in:"]
[null,"C13.7.7.1","Barriers and Parapets (Asphaltic Plug Joint)","number (No.)",4,null,{"$f":"E841*F841","v":0}]
[null,"C13.7.7.2","Sidewalks (Asphaltic Plug Joint)","number (No.)",2,null,{"$f":"E842*F842","v":0}]
[null,"C13.7.8","Additional water tests for joints ordered by the Engineer","number (No.)",2,null,{"$f":"E843*F843","v":0}]
[null,"C13.7","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G824:G843)","v":0}]
[]
["SCHEDULE B","C13.8","ANCILLARY STRUCTURAL ELEMENTS"]
[null,"C13.8.1","Concrete barriers and parapets (refer to drawings)"]
[null,"C13.8.1.1","Barriers - (0.85m high F-shape concrete barrier )","metre (m)",70,null,{"$f":"E848*F848","v":0}]
[null,"C13.8.1.2","Parapets - (1.080m high F-shape concrete parapet)","metre (m)",70,null,0]
[null,"PC13.8.2","End blocks (length indicated)"]
[null,"PC13.8.2(a)","0.85m high F-shape concrete barrier (3.03m long)","number (No.)",2,null,{"$f":"E851*F851","v":0}]
[null,"PC13.8.2(b)","1.08m high F-shape concrete parapet (3.840m long)","number (No.)",2,null,{"$f":"E852*F852","v":0}]
[null,"PC13.8.2(c)","1.0m high Pedestrian handrail (4.20m Pedestrian Handrail)","number (No.)",2,null,{"$f":"E853*F853","v":0}]
[null,"C13.8.4","Concrete pedestrian railings","metre (m)",70,null,{"$f":"E854*F854","v":0}]
[null,"C13.8.6","Service ducts in structures"]
[null,"C13.8.6.1","Type and size (100mm diameter Class 16 - uPVC ducts)","metre (m)",210,null,{"$f":"E856*F856","v":0}]
[null,"C13.8.6.2","Joint in ducts at bridge deck expansion joints","number (No.)",12,null,{"$f":"E857*F857","v":0}]
[null,"C13.8.7","Numbers for structures: (refer to drawings)"]
[null,"C13.8.7.3","Numbers formed in concrete","number (No.)",2,null,{"$f":"E859*F859","v":0}]
[null,"C13.8.10","Drainage pipes and weep holes:"]
[null,"C13.8.10.1(b)","uPVC pipes 160mm diameter drainage scuppers","number (No.)",30,null,{"$f":"E861*F861","v":0}]
[null,"C13.8.10.2","Weep holes:"]
[null,"C13.8.10.2(b)","uPVC pipes 50mm diameter weep holes","number (No.)",18,null,{"$f":"E863*F863","v":0}]
[null,"C13.8.12","Synthetic-fibre filter fabric (Grade 2 Geotextile)","square metre (m2)",330,null,0]
[null,"C13.8.15","Drainage strips (DN3 drainage strip 325mm wide at 2500mm c/c)","metre (m)",130,null,0]
[null,"C13.8.16","Perforated drainage pipes:"]
[null,"C13.8.16.1","M65 Netlon drainage pipe wrapped in Grade B filter fabric","metre (m)",40,null,{"$f":"E867*F867","v":0}]
[null,"C13.7.18","3mm Thick Gms Pipe Strap Fixed To Mass Concrete Cradle With 2 x M12 Epoxy Chemical Anchors, (Refer to drawing STC10003-24 for Pipe Strap Detail)","number (No.)",36,null,{"$f":"E868*F868","v":0}]
[null,"C13.8","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G848:G868)","v":0}]
[]
["SCHEDULE A","C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[null,"C20.1.1","Special tests on elastomeric bearings (150% vertical load and 150% shear distortion) ","number (No.)",1,null,{"$f":"E872*F872","v":0}]
[null,"C20.1.2","Special tests requested by the Engineer"]
[null,"C20.1.2.1","Employer’s contribution to concrete durability tests"]
[null,"C20.1.2.1(a)","Tests for water sorptivity","prime cost (PC) sum","Prime","Cost",{"v":150000,"d":"R150,000.00"}]
[null,"C20.1.2.1(a)(i)","Handling costs and profit in respect of item C20.1.2.1(a)","percentage (%)",{"$f":"G875","v":{"v":150000,"d":"R150,000.00"}},null,{"$f":"E876*F876","v":0}]
[null,"C20.1.2.1(b)","Tests for oxygen permeability","prime cost (PC) sum","Prime","Cost",{"v":150000,"d":"R150,000.00"}]
[null,"C20.1.2.1(b)(i)","Handling costs and profit in respect of item C20.1.2.1(b)","percentage (%)",{"$f":"G877","v":{"v":150000,"d":"R150,000.00"}},null,{"$f":"E878*F878","v":0}]
[null,"C20.1.2.1(c)","Tests for chloride conductivity","prime cost (PC) sum","Prime","Cost",{"v":150000,"d":"R150,000.00"}]
[null,"C20.1.2.1(c)(i)","Handling costs and profit in respect of item C20.1.2.1(c)","percentage (%)",{"$f":"G879","v":{"v":150000,"d":"R150,000.00"}},null,{"$f":"E880*F880","v":0}]
[null,"C20.1.2.1(d)","Tests for concrete cover","prime cost (PC) sum","Prime","Cost",{"v":100000,"d":"R100,000.00"}]
[null,"C20.1.2.1(d)(i)","Handling costs and profit in respect of item C20.1.2.1(d)","percentage (%)",{"$f":"G881","v":{"v":100000,"d":"R100,000.00"}},null,{"$f":"E882*F882","v":0}]
[null,"PC20.1.5","Financial contribution for an independent site laboratory (TO BE A NEGATIVE RATE)","month",21,null,{"$f":"E883*F883","v":0}]
[null,"PC20.1.6","Payment of independent site laboratory"]
[null,"PC20.1.6.1","Direct payment by contractor","prime cost (PC) sum","Prime","Cost",{"v":6500000,"d":"R6,500,000.00"}]
[null,null,"Handling cost and profit in respect of item PC20.1.6.1","percentage (%)",{"$f":"G885","v":{"v":6500000,"d":"R6,500,000.00"}},null,{"$f":"E886*F886","v":0}]
[null,"C20.1","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G872:G886)","v":{"v":7050000,"d":"R7,050,000.00"}}]
[]
["SCHEDULE D","SECTION D - D1000","STAKEHOLDER AND COMMUNITY LIAISON, AND TARGETED LABOUR AND TARGETED ENTERPRISES UTILISATION AND DEVELOPMENT"]
[null,"D10.01","Target Group Participation"]
[null,"D10.01(a)","Contract Participation Performance bonus ","prime cost (PC) sum","Prime","Cost",{"v":1000000,"d":"R1,000,000.00"}]
[null,"D10.02","Stakeholder and Community Liaison and Social Facilitation"]
[null,"D10.02(a)","Cost of liaison, social facilitation and PLC support ","prime cost (PC) sum","Prime","Cost",{"v":500000,"d":"R500,000.00"}]
[null,"D10.02(b)","Handling cost and profit in respect of sub-item D10.02(a) ","percentage (%)",{"$f":"G893","v":{"v":500000,"d":"R500,000.00"}},null,{"$f":"E894*F894","v":0}]
[null,"D10.03","Tender Process for Targeted Enterprises"]
[null,"D10.03(a)","Contractor’s charge for the management and execution of the Targeted Enterprise procurement process:"]
[null,"D10.03(a)(i)","Procurement process for the totality of all tenders concluded for the appointment of Targeted Enterprise subcontractors of CIDB 1 and 2 contractor grading","number (No.)",8,null,{"$f":"E897*F897","v":0}]
[null,"D10.03(a)(ii)","Procurement process for the totality of all tenders concluded for the appointment of Targeted Enterprise subcontractors of CIDB 3 and 4 contractor grading","number (No.)",6,null,{"$f":"E898*F898","v":0}]
[null,"D10.03(a)(iii)","Procurement process for the totality of all tenders concluded for the appointment of Targeted Enterprise subcontractors of CIDB 5 and higher contractor grading","number (No.)",5,null,{"$f":"E899*F899","v":0}]
[null,"D10.03(b)","Targeted Enterprise Procurement Coordinator","month",21,null,{"$f":"E900*F900","v":0}]
[null,"D10.04","Responsibilities of the Contractor towards Targeted Enterprises"]
[null,"D10.04(a)","Contractor’s establishment, management, management support, assistance, coaching, guidance, mentoring and supervision of Targeted Enterprises","month",21,null,{"$f":"E902*F902","v":0}]
[null,"D10.04(b)","Targeted Enterprise Construction Manager","Person.Month",21,null,{"$f":"E903*F903","v":0}]
[null,"D10.04(c)","Targeted Enterprise Site Supervisors","Person.Month",21,null,{"$f":"E904*F904","v":0}]
[null,"D10.05","Construction Works by Targeted Enterprises"]
[null,"D10.05(a)","Payments associated with the construction works executed by Targeted Enterprise subcontractors of CIDB 1 and 2 contractor grading designation appointed in terms of Section D of the Specifications","prime cost (PC) sum","Prime ","Cost",{"v":4500000,"d":"R4,500,000.00"}]
[null,"D10.05(b)","Handling costs and profit in respect of payment associated with sub-item D10.05(a)","percentage (%)",{"$f":"G906","v":{"v":4500000,"d":"R4,500,000.00"}},null,{"$f":"E907*F907","v":0}]
[null,"D10.05(c)","Fluctuation between the main contractor’s rates and that of the Targeted Enterprise subcontractors","lump sum","lump","sum"]
[null,"D10.05(d)","Preliminary and General Obligations of Targeted Enterprise sub-contractors appointed in terms of Section D of the Specifications","lump sum","lump","sum"]
[null,"D10.06","Training, coaching, guidance, mentoring and assistance"]
[null,"D10.06(a)","Quality Council for Trade and Occupation (QCTO) Accredited qualification training (Short course and learnerships)"]
[null,"D10.06(a)(i)","Stipend/wages for unemployed learners","prime cost (PC) sum","Prime","Cost",{"v":550000,"d":"R550,000.00"}]
[null,"D10.06(a)(ii)","Handling costs and profit in respect of payment associated with sub-item D10.06(a)(i).","percentage (%)",{"$f":"G912","v":{"v":550000,"d":"R550,000.00"}},null,{"$f":"F913*E913","v":0}]
[null,"D10.06(a)(iii)","Mentorship and other costs","Person.Month",210,null,{"$f":"F914*E914","v":0}]
[null,"D10.06(b)","TVET college graduates and apprenticeships"]
[null,"D10.06(b)(i)","Stipend/wages for unemployed learners","prime cost (PC) sum","Prime","Cost",{"v":130000,"d":"R130,000.00"}]
[null,"D10.06(b)(ii)","Handling costs and profit in respect of payment associated with sub-item D10.06(b)(i).","percentage (%)",{"$f":"G916","v":{"v":130000,"d":"R130,000.00"}},null,{"$f":"F917*E917","v":0}]
[null,"D10.06(b)(iii)","Mentorship and other costs","Person.Month",21,null,{"$f":"F918*E918","v":0}]
[null,"D10.06(c)","P1 and P2 learners and learners with a 240 credits qualification"]
[null,"D10.06(c)(i)","Stipend/wages for unemployed learners","prime cost (PC) sum","Prime","Cost",{"v":250000,"d":"R250,000.00"}]
[null,"D10.06(c)(ii)","Handling costs and profit in respect of payment associated with sub-item D10.06(c)(i).","percentage (%)",{"$f":"G920","v":{"v":250000,"d":"R250,000.00"}},null,{"$f":"F921*E921","v":0}]
[null,"D10.06(c)(iii)","Mentorship and other costs","Person.Month",21,null,{"$f":"F922*E922","v":0}]
[null,"D10.06(c)(iv)","Travel and Accommodation","prime cost (PC) sum","Prime","Cost",{"v":130000,"d":"R130,000.00"}]
[null,"D10.06(c)(v)","Handling costs and profit in respect of payment associated with sub-item D10.06(c)(iv).","percentage (%)",{"$f":"G923","v":{"v":130000,"d":"R130,000.00"}},null,{"$f":"F924*E924","v":0}]
[null,"D10.06(d)","Candidates with 360 credits or more qualification"]
[null,"D10.06(d)(i)","Stipend/wages for unemployed learners","prime cost (PC) sum","Prime","Cost",{"v":400000,"d":"R400,000.00"}]
[null,"D10.06(d)(ii)","Handling costs and profit in respect of payment associated with sub-item D10.06(d)(i).","percentage (%)",{"$f":"G926","v":{"v":400000,"d":"R400,000.00"}},null,{"$f":"F927*E927","v":0}]
[null,"D10.06(d)(iii)","Mentorship and other costs","Person.Month",21,null,{"$f":"F928*E928","v":0}]
[null,"D10.06(d)(iv)","Travel and Accommodation","prime cost (PC) sum","Prime","Cost",{"v":150000,"d":"R150,000.00"}]
[null,"D10.06(d)(v)","Handling costs and profit in respect of payment associated with sub-item D10.06(d)(iv).","percentage (%)",{"$f":"G929","v":{"v":150000,"d":"R150,000.00"}},null,{"$f":"F930*E930","v":0}]
[null,"D10.06(e)","Generic skills training"]
[null,"D10.06(e)(i)","Stipend/wages for unemployed learners","prime cost (PC) sum","Prime","Cost",{"v":550000,"d":"R550,000.00"}]
[null,"D10.06(e)(ii)","Handling costs and profit in respect of payment associated with sub-item D10.06(e)(i).","percentage (%)",{"$f":"G932","v":{"v":550000,"d":"R550,000.00"}},null,{"$f":"F933*E933","v":0}]
[null,"D10.06(e)(iii)","Mentorship and other costs","Person.Month",210,null,{"$f":"F934*E934","v":0}]
[null,"D10.06(f)","Community training"]
[null,"D10.06(f)(i)","Stipend/wages for unemployed learners","prime cost (PC) sum","Prime","Cost",{"v":550000,"d":"R550,000.00"}]
[null,"D10.06(f)(ii)","Handling costs and profit in respect of payment associated with sub-item D10.06(f)(i).","percentage (%)",{"$f":"G936","v":{"v":550000,"d":"R550,000.00"}},null,{"$f":"F937*E937","v":0}]
[null,"D10.06(f)(iii)","Mentorship and other costs","Person.Month",210,null,{"$f":"F938*E938","v":0}]
[null,"D10.07","Utiisation of updated Section D during contract implementation"]
[null,"D10.07(a)","Payments associated with the utilisation, as part of contract amendment, of Section D during contract implementation.","provisional sum","Prov","Sum",{"v":300000,"d":"R300,000.00"}]
[null,"SECTION D - D1000","TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"$f":"SUM(G891:G940)","v":{"v":9010000,"d":"R9,010,000.00"}}]

{"sheet":"Summary","index":1,"n_rows":73,"n_cols":4,"rows_kept":73,"merged":[[0,0,0,1],[2,0,2,1],[3,0,3,1],[5,0,5,1],[13,0,13,1],[17,0,17,1],[22,0,22,1],[28,0,28,1],[35,0,35,1],[39,0,39,1],[42,0,42,1],[51,0,51,1],[65,0,65,1],[68,0,68,1]]}
["SUMMARY"]
[]
["CONTRACT SANRAL P.004-062-2022/1"]
["FOR FLOOD REPAIRS TO THE MHLALI RIVER BRIDGE ON P103"]
[]
["GENERAL"]
["C1.2","GENERAL REQUIREMENTS AND PROVISIONS",{"$f":"'Conv. Construction BoQ'!G59","v":{"v":8700000,"d":"R8,700,000.00"}}]
["C1.3","CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS",{"$f":"'Conv. Construction BoQ'!G80","v":{"v":2500000,"d":"R2,500,000.00"}}]
["C1.4","FACILITIES FOR THE ENGINEER",{"$f":"'Conv. Construction BoQ'!G163","v":{"v":1415000,"d":"R1,415,000.00"}}]
["C1.5","ACCOMMODATION OF TRAFFIC",{"$f":"'Conv. Construction BoQ'!G215","v":{"v":300000,"d":"R300,000.00"}}]
["C1.6","CLEARING AND GRUBBING",{"$f":"'Conv. Construction BoQ'!G227","v":{"v":0,"d":"R0.00"}}]
["C1.7","LOADING AND HAULING",{"$f":"'Conv. Construction BoQ'!G236","v":{"v":0,"d":"R0.00"}},{"$f":"SUM(C7:C12)","v":{"v":12915000,"d":"R12,915,000.00"}}]
[]
["SERVICES"]
["C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES",{"$f":"'Conv. Construction BoQ'!G243","v":{"v":1750000,"d":"R1,750,000.00"}}]
[{"$nulls":3},{"$f":"SUM(C15:C16)","v":{"v":1750000,"d":"R1,750,000.00"}}]
[]
["DRAINAGE"]
["C3.1","DRAINS",{"$f":"'Conv. Construction BoQ'!G291","v":{"v":10000,"d":"R10,000.00"}}]
["C3.2","CULVERTS",{"$f":"'Conv. Construction BoQ'!G331","v":{"v":0,"d":"R0.00"}}]
["C3.3","CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, AS WELL AS CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS",{"$f":"'Conv. Construction BoQ'!G357","v":{"v":0,"d":"R0.00"}},{"$f":"SUM(C19:C21)","v":{"v":10000,"d":"R10,000.00"}}]
[]
["EARTHWORKS AND PAVEMENT LAYERS MATERIALS"]
["C4.2","CUT MATERIALS",{"$f":"'Conv. Construction BoQ'!G374","v":{"v":0,"d":"R0.00"}}]
["C4.3","EXISTING ROAD MATERIALS",{"$f":"'Conv. Construction BoQ'!G407","v":{"v":0,"d":"R0.00"}}]
["C4.4","COMMERCIAL MATERIALS",{"$f":"'Conv. Construction BoQ'!G427","v":{"v":25000,"d":"R25,000.00"}}]
[{"$nulls":3},{"$f":"SUM(C24:C27)","v":{"v":25000,"d":"R25,000.00"}}]
[]
["EARTHWORKS AND PAVEMENT LAYERS CONSTRUCTION"]
["C5.1","ROADBED",{"$f":"'Conv. Construction BoQ'!G432","v":{"v":0,"d":"R0.00"}}]
["C5.2","FILL",{"$f":"'Conv. Construction BoQ'!G441","v":{"v":0,"d":"R0.00"}}]
["C5.3","ROAD PAVEMENT LAYERS",{"$f":"'Conv. Construction BoQ'!G453","v":{"v":0,"d":"R0.00"}}]
["C5.4","STABILISATION",{"$f":"'Conv. Construction BoQ'!G462","v":{"v":0,"d":"R0.00"}}]
[{"$nulls":3},{"$f":"SUM(C30:C34)","v":{"v":0,"d":"R0.00"}}]
[]
["PRETREATMENT AND REPAIR EXISTING LAYERS"]
["C8.1","PRIME COAT",{"$f":"'Conv. Construction BoQ'!G468","v":{"v":0,"d":"R0.00"}}]
[{"$nulls":3},{"$f":"SUM(C37:C38)","v":{"v":0,"d":"R0.00"}}]
[]
["ASPHALT LAYERS"]
["C9.1","ASPHALT LAYERS",{"$f":"'Conv. Construction BoQ'!G490","v":{"v":0,"d":"R0.00"}},{"$f":"SUM(C41)","v":{"v":0,"d":"R0.00"}}]
[]
["ANCILLIARY ROAD WORKS"]
["C11.1","PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION",{"$f":"'Conv. Construction BoQ'!G496","v":{"v":0,"d":"R0.00"}}]
["C11.2","NON-STRUCTURAL GABIONS",{"$f":"'Conv. Construction BoQ'!G519","v":{"v":0,"d":"R0.00"}}]
["C11.4","ROAD RESTRAINT SYSTEMS",{"$f":"'Conv. Construction BoQ'!G549","v":{"v":0,"d":"R0.00"}}]
["C11.6","ROAD SIGNS",{"$f":"'Conv. Construction BoQ'!G574","v":{"v":0,"d":"R0.00"}}]
["C11.7","ROAD MARKINGS AND ROAD STUDS",{"$f":"'Conv. Construction BoQ'!G589","v":{"v":0,"d":"R0.00"}}]
["C11.8","LANDSCAPING AND PLANTING PLANTS",{"$f":"'Conv. Construction BoQ'!G604","v":{"v":0,"d":"R0.00"}}]
["C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",{"$f":"'Conv. Construction BoQ'!G609","v":{"v":0,"d":"R0.00"}},{"$f":"SUM(C44:C50)","v":{"v":0,"d":"R0.00"}}]
[]
["GEOTECHNICAL"]
["C12.1","PILING",{"$f":"'Conv. Construction BoQ'!G647","v":{"v":0,"d":"R0.00"}}]
[{"$nulls":3},{"$f":"SUM(C53:C54)","v":{"v":0,"d":"R0.00"}}]
[]
["STRUCTURES"]
["C13.1","FOUNDATIONS",{"$f":"'Conv. Construction BoQ'!G692","v":{"v":100000,"d":"R100,000.00"}}]
["C13.2","FALSEWORK, FORMWORK AND CONCRETE FINISH",{"$f":"'Conv. Construction BoQ'!G734","v":{"v":0,"d":"R0.00"}}]
["C13.3","STEEL REINFORCEMENT",{"$f":"'Conv. Construction BoQ'!G759","v":{"v":0,"d":"R0.00"}}]
["C13.4","CONCRETE",{"$f":"'Conv. Construction BoQ'!G802","v":{"v":0,"d":"R0.00"}}]
["C13.6","BEARINGS",{"$f":"'Conv. Construction BoQ'!G821","v":{"v":0,"d":"R0.00"}}]
["C13.7","JOINTS",{"$f":"'Conv. Construction BoQ'!G844","v":{"v":0,"d":"R0.00"}}]
["C13.8","ANCILLARY STRUCTURAL ELEMENTS",{"$f":"'Conv. Construction BoQ'!G869","v":{"v":0,"d":"R0.00"}}]
[{"$nulls":3},{"$f":"SUM(C57:C64)","v":{"v":100000,"d":"R100,000.00"}}]
[]
["QUALITY ASSURANCE"]
["C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP",{"$f":"'Conv. Construction BoQ'!G887","v":{"v":7050000,"d":"R7,050,000.00"}},{"$f":"SUM(C67)","v":{"v":7050000,"d":"R7,050,000.00"}}]
[]
["SECTION D: STAKEHOLDER AND COMMUNITY LIAISON, AND TARGET LABOUR AND TARGETED ENTERPRISES UTILISATION AND DEVELOPMENT"]
["D1010","TRAINING, COACHING, GUIDANCE, MENTORING AND ASSISTANCE",{"$f":"'Conv. Construction BoQ'!G941","v":{"v":9010000,"d":"R9,010,000.00"}},{"$f":"SUM(C70)","v":{"v":9010000,"d":"R9,010,000.00"}}]
[]
[]
[null,"SUBTOTAL",{"$f":"SUM(D12+D16+D21+D27+D34+D38+D41+D50+D54+D64+D67+D70)","v":{"v":30860000,"d":"R30,860,000.00"}}]

{"sheet":"Form C2.3 Summary of Pricing Sc","index":2,"n_rows":27,"n_cols":3,"rows_kept":27,"merged":[[0,0,0,1],[1,0,1,2],[2,0,2,1],[3,0,3,1],[5,0,5,1]]}
["C2.3 SUMMARY OF PRICING SCHEDULE"]
[]
["CONTRACT SANRAL P.004-062-2022/1"]
["FOR FLOOD REPAIRS TO THE MHLALI RIVER BRIDGE ON P103"]
[]
[]
["SCHEDULE A:","ROADWORKS",{"$f":"Summary!D12+Summary!D16+Summary!D21+Summary!D27+Summary!D34+Summary!D38+Summary!D41+Summary!D50+Summary!D67","v":{"v":21750000,"d":"R21,750,000.00"}}]
[]
["SCHEDULE B:","BRIDGES",{"$f":"Summary!D54+Summary!D64","v":{"v":100000,"d":"R100,000.00"}}]
[]
["SCHEDULE D: ","STAKEHOLDER AND COMMUNITY LIAISON, AND TARGET LABOUR AND TARGETED ENTERPRISES UTILISATION AND DEVELOPMENT",{"$f":"'Conv. Construction BoQ'!G941","v":{"v":9010000,"d":"R9,010,000.00"}}]
[]
[]
["SUBTOTAL A",null,{"$f":"C7+C9+C11","v":{"v":30860000,"d":"R30,860,000.00"}}]
[]
[]
[]
["VALUE ADDED TAX:"]
["15% of Subtotal B",null,{"$f":"C14*0.15","v":{"v":4629000,"d":"R4,629,000.00"}}]
[]
["TOTAL CARRIED TO C.1.1.1 : FORM OF OFFER ",null,{"$f":"C14+C19","v":{"v":35489000,"d":"R35,489,000.00"}}]
[]
[]
[]
[]
[]
["SIGNED BY TENDERER: …..................................................................................................................."]