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["KWA-ZULU NATAL"]
["UMDONI LOCAL MUNICIPALITY"]
["SCHEDULE A: ROADWORKS"]
[{"$nulls":4},"MAIN CONTRACTOR"]
["ITEM","DESCRIPTION","UNIT","LI","QTY","BILL RATE","BILL AMOUNT"]
["C1.2","GENERAL REQUIREMENTS AND PAYMENT"]
["C1.2.3.11","Other road maintenance work ordered by the Engineer","Prov Sum",null,1,200000,{"v":200000,"d":"200,000.00"}]
["C1.2.3.12","Handling cost, profit and all other charges in respect of item C1.2.3.11","%",null,200000,null,0]
["C1.2.5","Safety:"]
["C1.2.5.1","Health and safety plan","Lump Sum",null,1,null,0]
["C1.2.5.2","Implementation of health and safety plan","month",null,10,null,0]
[null,"C 1.2.5.1(a) Audit ordered by Engineers for Health and Safety","Prov Sum",null,1,150000,{"v":150000,"d":"150,000.00"}]
[null,"Handling cost, profit and all other charges in respect of item C 1.2.5.1(a)","%",null,150000,null,0]
["C1.2.1","Environmental Management"]
["C1.2.1.1","Monitoring of compliance with and reporting on the EMP","month",null,10,null,0]
["C1.2.1.2","Dedicated environmental officer (if specified in the Contract Documentation)","Month",null,10,null,0]
[null,"C1.2.1 (a) Audit ordered by Engineers for Environmental ","Prov Sum",null,1,150000,{"v":150000,"d":"150,000.00"}]
[null,"Handling cost, profit and all other charges in respect of item C1.2.1.2 (a)","%",null,{"v":150000,"d":"150000.00"},null,0]
[]
["C1.2.10","Compensation for Community Liaison Officer"]
[null,"(a) Provisional sum for the payment of the Community Liaison Officer","Prov Sum",null,1,72000,{"v":72000,"d":"72,000.00"}]
[null,"(b) Handling cost and profit in respect of C1.2.10)","%",null,{"v":72000,"d":"72000.00"},null,0]
["C1.2.8","Dayworks"]
["C1.2.8.1","Personnel"]
[null,"(a) Unskilled labour","h",null,40,null,"Rate Only"]
[null,"(b) Semi-skilled labour","h",null,40,null,"Rate Only"]
[null,"(c) Skilled labour","h",null,40,null,"Rate Only"]
[null,"(d) Gang leader","h",null,40,null,"Rate Only"]
[null,"(e) Flagmen","h",null,80,null,"Rate Only"]
[]
["C1.2.8.2","Construction Equipment"]
[null,"(a) Grader (CAT 140G or similar approved)","h",null,40,null,"Rate Only"]
[null,"(b) Vibratory Roller (Bomag 212 or similar approved)","h",null,40,null,"Rate Only"]
[null,"(c) Pedestrian Roller (Bomag BW 90 or similar approved)","h",null,40,null,"Rate Only"]
[null,"(d) Water truck (5000 litres)","h",null,40,null,"Rate Only"]
[null,"(e) Tipper truck, 6.0m3","h",null,40,null,"Rate Only"]
[null,"(f) Backhoe TLB type (CAT 428 or equivalent)","h",null,40,null,"Rate Only"]
[null,"Excavator","h",null,40,null,"Rate Only"]
[null,"Compressor","h",null,40,null,"Rate Only"]
["C1.2.8.4","Materials"]
[null,"(a) Procurement of materials","P C Sum",null,1,200000,{"v":200000,"d":"200,000.00"}]
[null,"(b) Contractors handling cost, profit and all other charges in respect of subitem C1.2.8.4(a)","%",null,200000,null,0]
[" Total Carried Forward To Summary"]
["C1.3","CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
["C1.3.1","Contractor's general obligations:"]
["C1.3.1.1","(a) Fixed obligations","L Sum",null,1,null,0]
["C1.3.1.2","(b) Value-related obligations","L Sum",null,1,null,0]
["C1.3.1.3","(c) Time-related obligations","Month",null,10,null,0]
["C1.3.2","Contract sign boards","No",null,2,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C1.4","FACILITIES FOR THE ENGINEER"]
["C1.4.1","Site Accommodation"]
["C1.4.1.1","Offices and conference room","m²",null,52,null,0]
["C1.4.1.6","Car ports","No",null,2,null,0]
["C1.4.1.7","Ablution unit (VIP flushing)","No",null,2,null,0]
["C1.4.2","Items measured by area"]
["C1.4.2.9","White boards","m²",null,8,null,0]
["C1.4.3","Items measured by number","No"]
["C1.4.3.1","Office swivel chair","No",null,4,null,0]
["C1.4.3.2","Office chair","No",null,20,null,0]
["C1.4.3.3","Office desk with 3 drawers (at least onelockable drawer)","No",null,3,null,0]
["C1.4.3.8","Conference table","No",null,2,null,0]
["C1.4.3.11","General purpose steel cabinet with shelves","No",null,2,null,0]
["C1.4.3.13","220/250-volt power outlet plug point","No",null,6,null,0]
["C1.4.3.15","Single 1 500 mm, 58-watt fluorescent tube ceiling light",null,null,8,null,0]
["C1.4.3.23","Fire extinguisher 9,0 kg, dry powder type","No",null,3,null,0]
["C1.4.3.24","Air-conditioning unit","No",null,3,null,0]
["C1.4.3.28","UPS / Voltage stabiliser","No",null,2,null,0]
["C1.4.3.29","A3 / A4 colour printer, copier, scanner","No",null,1,null,0]
["C1.4.3.31","Rain gauge","No",null,3,null,0]
["C1.4.3.36","Measuring wheel","No",null,2,null,0]
["C1.4.3.37","First aid kit","No",null,2,null,0]
["C1.4.4","Prime cost items"]
["C1.4.4.5","The provision of server, internet connectivity and WIFI data for Engineer's site staff","P/Sum",null,1,100000,{"v":100000,"d":"100,000.00"}]
["C1.4.4.6","Handling cost and profit in respect of item C1.4.4.5","%",null,100000,null,0]
["C1.4.5","Services at site offices, laboratories and site accommodation"]
["C1.4.5.1","Fixed costs","L/Sum",null,1,32000,{"v":32000,"d":"32,000.00"}]
["C1.4.5.2","Running costs","Month",null,10,null,0]
["C1.4.6","Office Staff"]
["C1.4.6.2","Technical assistant","Month",null,10,null,0]
[" Total Carried Forward To Summary"]
["C1.5","ACCOMMODATION OF TRAFFIC"]
[]
["C1.5.1","Accommodation of pedestrian and non-motorised traffic"]
[]
["C1.5.2","Accommodation of vehicular traffic","month",null,10,null,0]
[]
["C1.5.7.7","Traffic calming devices:"]
[]
["C1.5.7.7 (c)","150 mm high × 3.0 m wide asphalt speed control hump (including preparation, hot-mix asphalt, compaction, shaping, road markings, and incidentals)","No",null,5,null,0]
[]
["C1.5.11","Provision of safety equipment for visitors"]
[null,"(a) Rotating amber flashing lights magnetically attached to vehicles","No",null,2,null,0]
[]
["C1.5.11.1","Provision of reflective safety vests for visitors","No",null,2,null,0]
[]
["C1.5.11.2","Provision of hard hats for visitors","No",null,2,null,0]
[]
["C1.5.5.9","Grading of temporary deviations and existing roads used as detours","km",null,1,null,0]
[]
["C1.5.5.10","Watering of temporary deviations and existing roads used as detours","kl",null,500,null,0]
[]
["C1.5.6","Removal of temporary deviations","km",null,1,null,0]
[]
["C1.5.7.1 (a)","Single sided, reversible left or right (size indicated)","No",null,150,null,0]
[]
["C1.5.7.1 (b)","Double sided, reversible left or right (size indicated)","No",null,150,null,0]
[]
["C1.5.7.2","Traffic cones, minimum height 750 mm","No",null,50,null,0]
[]
["C1.5.7.3","Flagmen","man-shift",null,968,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C1.6","CLEARING AND GRUBBING"]
[]
["C1.6.1","Clearing"]
["C1.6.1.1","Clearing with machines and some hand labour where necessary","ha",null,1.1,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C1.7","LOADING AND HAULING"]
["C1.7.1","Loading"]
["C1.7.1.1","Loading from stockpile using machines and some hand loabour where necessary","m3",null,{"v":8712,"d":"8,712"},null,0]
["C1.7.2.1","Hauling material for use in the Works and off-loading it on the site of the Works:","m3 - km",null,{"v":130680,"d":"130,680"},null,0]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C.2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES"]
["C2.1.1","Location, identification, protection and relocation of existing services"]
["C2.1.1.4","Permanent services relocation or protection work by the Contractor","Prov-Sum",null,1,100000]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C3.1","DRAINS"]
["C3.1.1","Excavation for open drains:"]
["C3.1.1.1","Excavating all material situated within the following depth ranges below the surface level using conventional methods : for Pipe Crossings"]
["C3.1.1.1 (a)","0m to 1.5m","m3",null,355,null,0]
[]
["C3.1.3.3 (a)","Manholes and inlet and outlet structures","m3",null,150,null,0]
[]
["C3.1.3.3 (c)","Concrete and other lined side drains","m3",null,355,null,0]
[]
["C3.1.15","Repairing or replacing existing drainage systems","Prov sum",null,1,null,0]
[]
["C3.1.5.1","Un-stabilised natural gravel obtained from approved sources on the site","m3",null,300,null,0]
[]
["C3.1.4.1","Excavating in all material situated within the following depth ranges below the surface:"]
["C3.1.4.1 (a)","0 m to 1,5 m","m3",null,880,null,0]
[]
["C3.1.5.1","Un-stabilised natural gravel obtained from approved sources on the site","m3",null,528,null,0]
[]
["C3.1.7.1","Crushed stone obtained from approved sources on the site (19mm stone)","m3",null,176,null,0]
[]
["C3.1.9","Pipes in subsoil drainage systems :"]
["C3.1.9.1","U-PVC pipes and fittings , normal duty, complete with coupling ( state size and whether or not perforated or slotted)","m",null,2000,null,0]
[]
["C3.1.10.2","0.25mm thick bidim","m2",null,3520,null,0]
[]
["C3.1.22","Test flushing of subsoil drain pipe systems","No",null,8,null,0]
[]
["C3.1.23","Subsoil drain outlet marker (type or drawing specified)","No",null,8,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C3.2","CULVERTS"]
["C3.2.1","Excavation for culvert structures:"]
["C3.2.1.1","Excavating in all material situated within the following depth ranges below the surface level:"]
["(a)","0m to 1.5m","m3",null,380,null,0]
[]
["C3.2.2","Backfilling:"]
["C3.2.2.1","Using the excavated material","m3",null,340,null,0]
[]
["C3.2.3.4 (i)","600mm Pipes on in situ bedding (Class 100D)","m",null,38,null,0]
["C3.2.3.4 (iii)","900mm Pipes on in situ bedding (Class 100D)","m",null,15,null,0]
["C3.2.9","Prefabricated concrete inlets and outlets culverts (600 mm and 900 mm Diameter) with concrete slab base and water splitters","No",null,10,null,0]
["C3.2.19","Accessories:"]
[]
["C3.2.19.2","Inlet grids or covers ( reference to DoT Standard Details drawing)","No",null,5,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C3.3","CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, AS WELL AS CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS"]
["C3.3.2","Concrete kerbing-channeling combination:"]
["C3.3.1.1 (a)","Supply and install prefabricated flat concrete kerbing, including excavation, preparation of foundation, 15 MPa concrete bedding, backing/haunching, jointing, alignment, cutting where required, backfilling, and all labour, plant and materials complete, in accordance with the applicable DOT Standard Detail.","m",null,2000,null,0]
["C3.3.2.1","Prefabricated Kerbing–Channelling ( Figure 6, DOT Standard Detail SD0701/A) comprising a precast kerb to SANS 927 Figure 6 with cast in-situ Class 15/20 concrete channel and the formwork where necessary.","m",null,2000,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C4.1","BORROW MATERIALS"]
["C4.1.1","Compiling and implementing M&U plans"]
["C4.1.5.1","Soft excavation","m3",null,3000,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C4.2","CUT MATERIALS"]
["C4.2.4","Excavating of materials in box cuts, material obtained from",{"$nulls":4},""]
["C4.2.4.1","Soft excavation","m3",null,8712,null,{"v":0,"d":"0.00"}]
[{"$nulls":6},""]
["C4.2.4.2","Boulder excavation class A","m3",null,850,null,{"v":0,"d":"0.00"}]
[{"$nulls":6},""]
["C4.2.4.3","Boulder excavation class B","m3",null,600,null,{"v":0,"d":"0.00"}]
[{"$nulls":6},""]
["C4.2.4.4","Hard excavation (other than by blasting)","m3",null,300,null,{"v":0,"d":"0.00"}]
[{"$nulls":6},""]
["C4.2.4.5","Hard excavation (by blasting)","ProSum",null,1,400000,{"v":400000,"d":"400000.00"}]
[null,"Handling costs and profit in respect of item C4.2.4.5)","%",null,{"v":400000,"d":"400000.00"},null,{"v":0,"d":"0.00"}]
[" Total Carried Forward To Summary"]
["C4.4","COMMERCIAL MATERIALS"]
["C4.4.2","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers (Includinding all haul)"]
["C4.4.1.1 (b)","i) Type G2 material ","m3",null,2001,null,0]
[]
["C4.4.1.1 (f)","Type G5A material","m3",null,2308,null,0]
[]
["C4.4.2.1 (h)","Type G7 material","m3",null,2459,null,0]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C5.1","ROADBED"]
["C5.1.1","Roadbed construction and compaction"]
["C5.1.1.1","Compaction of in-situ material to 90% of MDD"]
["C5.1.1.2","Compaction of in-situ material to 93% of MDD at 200mm depth","m3",null,3600,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C5.2","FILL"]
["C5.2.2.1","Normal fill material in compacted layer thicknesses of 200 mm and less:"]
["C5.2.2.1 (a)","Compacted to 90% MDD","m3",null,2000,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C5.3","ROAD PAVEMENT LAYERS"]
["C5.3.2.1 (x)","i) G2 crushed stone base layer (150mm thickness ) compacted to 88% of BD (Road Section)","m³ ",null,2001,null,0]
[]
["C5.3.2.1 (g)","G7 Gravel wearing course layer (150mm thickness ) compacted to 95% of MDD","m³ ",null,2459,null,0]
[]
["C5.3.2.1 (o)","G5A crushed rock/boulder subbase layer (150mm thickness) compacted to 97% of MDD","m³ ",null,2308,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C6.1","PAVER LAID CONCRETE LAYERS",{"$nulls":4},""]
[{"$nulls":6},""]
["C6.1.1","Construction of trial section (Complete: including texturing and curing)",{"$nulls":4},""]
["C6.1.1.2","Labour enhanced construction (Concrete pavement at 160mm)","m2",null,600,null,{"v":0,"d":"R 0.00"}]
[{"$nulls":6},""]
["C6.1.3","Construction of continuously reinforced concrete pavement (Excluding texturing and curing)",{"$nulls":4},""]
["C6.1.3.1","Continuously reinforced concrete pavement (CRCP):",{"$nulls":4},""]
["(b)","Labour enhanced construction (160mm thick)","m2",null,1600,null,{"v":0,"d":"R 0.00"}]
[{"$nulls":6},""]
["C6.1.4","Texturing and curing the concrete pavement",{"$nulls":4},""]
["C6.1.4.1","Burlap-dragged and grooved texture:",{"$nulls":4},""]
["(b)","Labour enhanced construction","m2",null,1500,null,{"v":0,"d":"R 0.00"}]
[{"$nulls":6},""]
["C6.1.4.2","Burlap-dragged and broom finish only","m2",null,1500,null,{"v":0,"d":"R 0.00"}]
[{"$nulls":6},""]
["C6.1.4.3","Curing:",{"$nulls":4},""]
["(b)","Labour enhanced construction","m2",null,15000,null,{"v":0,"d":"R 0.00"}]
[{"$nulls":6},""]
["C6.1.5","Variation in the rate of application of the curing compound","ℓ",null,{"v":2100,"d":"2,100"},null,{"v":0,"d":"R 0.00"}]
[{"$nulls":6},""]
["C6.1.6","Joints",{"$nulls":4},""]
["   C6.1.6.1","Expansion joints complete (excluding dowels)","m",null,200,null,{"v":0,"d":"R 0.00"}]
[{"$nulls":6},""]
["C6.1.7","Steel reinforcement in concrete pavements",{"$nulls":4},""]
["C6.1.7.3","Welded steel fabric Ref 245","kg",null,13500,null,0]
[{"$nulls":6},""]
["C6.1.8","Drilling of testing of cores",{"$nulls":4},""]
[]
["C6.1.8.2","150 mm cores drilled from pavement for testing of compressive strength","No",null,5,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C7.3","REMOVAL AND REINSTATEMENT OF EXISTING CONCRETE LAYERS"]
["C7.3.1.2","Reinforced concrete","m3",null,132,null,{"v":0,"d":"R 0.00"}]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C8.1","PRIME COAT"]
[]
["C8.1.1","Prime coat:"]
[]
["C8.1.1.2","MC - 30 cut-back bitumen","ℓ",null,12000,null,0]
[]
["C8.1.2","Aggregate for blinding"]
[]
["C8.1.2.1","Natural sand","m3",null,50,null,0]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C9.1","ASPHALT LAYERS"]
["C9.1.1","Asphalt mix designs"]
["C9.1.1","Stone skeletal mixes:"]
["C9.1.1 (a)","Continuously graded base or surfacing (60mm - 100mm thickness (26.5mm maximum aggregate size using 50/70 penetration grade bitumen (Incl. haulage)","Lump Sum",null,1,null,0]
[]
["C9.1.2.1","Asphalt layers (30mm and placed with Paver)","m2",null,11000,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C11.1","PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION"]
["C11.1.1.1","Excavating foundation trenches in soft material using labour enhanced construction methods 0 m to 1,0 m depth","m³",null,60,null,0]
[]
["C11.1.2","Stone pitching:"]
["C11.1.2.2","Grouted stone pitching with mortar","m²",null,100,null,0]
[]
["C11.1.6","Concrete edge beams (Class 15/30)","m³",null,50,null,0]
[]
["C11.2","NON-STRUCTURAL GABIONS"]
["C11.2.1","Foundation trench excavation:"]
["C11.2.1.1","Excavating all material situated within the following depth ranges below the surface level"]
[null,"0 m to 1,5 m","m³",null,50,null,0]
[]
["C11.2.2","Surface preparation for bedding the gabion boxes and mattresses","m²",null,50,null,0]
[]
["C11.2.3","Gabion boxes and mattresses:"]
[null,"(a) Galvanized gabion boxes"]
[null,"(i) Length 1,5 m, depth 1 m width 1m and nominal diameter of mesh    wire 2.7 mm, mesh size 80 mm x       100 mm","m³",null,100,null,0]
[null," "]
[null,"(c) Galvanized gabion mattresses"]
[null,"(i) 0,23 mm deep, width 1 m, length 2 m mesh size 80 mm x 100 mm  nominal diameter of mesh size 2,2mm, and 1 m diaphragm spacing","m³",null,100,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C11.4","ROAD RESTRAINT SYSTEMS"]
["C11.4.1.1","Complete galvanized system compliant to SANS 1350:"]
["C11.4.1.1 (a)","On timber posts (Drawing reference)","m",null,148,null,0]
[]
["C11.4.1.2","Terminal sections for 3,81 guardrails comprising of:"]
["C11.4.1.2 (a)","End wings to SANS 1350","No",null,12,null,0]
[]
["C11.4.5.3","Extra over C11.4.5.1 and C11.4.5.2 for excavating holes of posts using labour enhanced methods","No",null,12,null,0]
[]
["C11.4.6","Reflective plates","No",null,50,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C11.6","ROAD SIGNS"]
["C11.6.1","Road sign boards with painted or coloured semi-matt background.  Symbols, lettering and borders in semi-matt black or Class I retro-reflective material, where the sign board is constructed from:"]
["C11.6.1.1","Aluminium sheet (2.0mm thick)"]
[null,"(b) Area exceeding 0,5 m² but not 2,0 m²","m²",null,15,null,0]
[null,"(c) Area exceeding 2 m² but not 10 m²","m²",null,15,null,0]
["C11.6.1.7","Regulatory signs, permanent"]
["C11.6.1.7 (a)","600 mm diameter (Supply, manufacture and erect permanent road traffic sign (R201-40/R1/W104/W327), 600 mm size, manufactured from 2 mm aluminium plate with Class 2 retro-reflective sheeting, complete with approved background colour, symbol/legend, galvanised steel post, concrete foundation, fixing accessories and installation.)"]
[null,"(i) Stop Sign Red R1 ( retro-reflective background, White \"STOP\" legend)","No",null,5,null,0]
[null,"(iii) R201-40 Speed Limit Sign 40 km/h ( White retro-reflective background and Black numerals with red retro-reflective border 600 mm diameter Class 2), complete","No",null,4,null,0]
[null,"(iv) W104 Warning Sign (Yellow retro-reflective background and Black symbol with red retro-reflective border).","No",null,2,null,0]
[null,"(v) W327 Warning Sign (Yellow retro-reflective background and Black symbol with red retro-reflective border).","No",null,2,null,0]
["C11.6.1.7 (b)","900 mm diameter ( Supply, manufacture and erect permanent W205, W204, W108, W325,W306 with 900 mm diameter warning sign, 900 mm size, fabricated from 2 mm aluminium plate with Class 2 retro-reflective sheeting, yellow retro-reflective background, red retro-reflective border and black symbol, complete with galvanised steel post, concrete foundation, fixing accessories and installation)."]
[null," (i) W205 Curve Warning Sign – 900 mm size complete","No",null,1,null,0]
[null,"(iii) W204 Curve Warning Sign – 900 mm size complete","No",null,1,null,0]
[null,"(iv) W108 Warning Sign – 900 mm size complete","No",null,1,null,0]
[null,"(v) W325 Warning Sign – 900 mm size complete","No",null,1,null,0]
[null,"(vi) W306 Speed Hump Warning Sign - 900 mm size complete ","No",null,10,null,0]
["C11.6.3","Road sign supports (overhead road sign structures excluded):"]
["C11.6.3.2"," Timber:"]
[null,"(i) 75 mm diameter","m",null,15,null,0]
[null,"(iii) 125 mm diameter","m",null,20,null,0]
[null,"(iv) 150 mm diameter","m",null,10,null,0]
[null,"(v) 175 mm diameter","m",null,10,null,0]
["C11.6.5","Excavation and backfilling for road sign "]
[null,"supports (not applicable to kilometre posts)","m³",null,100,null,0]
["C11.6.5.3","Extra over item C11.6.5.1 for cement-treated soil backfill"]
["C11.6.7.1","Dismantling, storing and re-erecting road signs with a surface area of:"]
[null,"(b) Area exceeding 0,5 m2 but not 2,0 m²","No",null,17,null,0]
["C11.6.8","Danger plates at culverts/structures"]
["C11.6.8.1","Culvert danger plate (W401/W402), 150 × 600 mm complete","No",null,44,null,0]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C11.7","ROAD MARKINGS AND ROAD STUDS"]
["C11.7.2","Retro-reflective road marking:"]
["C11.7.2.1","White lines broken or unbroken (paint type and width of line indicated)"]
[null,"(i) 100 mm wide "," km",null,2,null,0]
[null,"(ii) 150 mm wide"," km",null,2,null,0]
[null,"(iii) 500 mm wide STOP lines"," km",null,1,null,0]
["C11.7.2.2","Yellow lines broken or unbroken (paint type and width of line indicated)"]
[null,"(i) 100 mm wide"," km",null,2,null,0]
["C11.7.2.4","White lettering and symbols (paint type indicated)","m²",null,300,null,0]
["C11.7.2.5","Yellow lettering and symbols (paint type indicated)","m²",null,300,null,0]
[]
["C11.7.2.7","Transverse lines, painted island and arrestor bed markings (any colour)"," m²",null,300,null,0]
["C11.7.5","Variations in rate of application:"]
["C11.7.5.1","White paint","litre",null,100,null,0]
["C11.7.5.2","Yellow paint","litre",null,100,null,0]
["C11.7.7","Road studs"]
["C11.7.7.2","SANS 1463-1 and 1463-2 approved with shank","No.",null,200,null,0]
[null,null," "]
["C11.7.7.6","(b) Handling cost and profit in respect of Item C11.7.7.5","%",null,25500,null,0]
[]
["C11.7.8","Setting out and premarking the lines (Excluding traffic-island markings, lettering and symbols)","km",null,6,null,0]
[]
["C11.7.9","Re-establishing the painting unit during the defects notification period and at other instances on instruction of the Engineer","No",null,1,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["C11.9.1","Finishing the road and road reserve:"]
["C11.9.1.2","Single carriageway road"," km",null,1,null,0]
[]
[" Total Carried Forward To Summary",{"$nulls":5},0]
["C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
["C20.1.2","Special tests requested by the Engineer"]
["C20.1.2.2","Employer’s contribution to other special tests"]
[null,"(a)Specify test","Prime Cost",null,1,300000,{"v":300000,"d":"300,000.00"}]
[null,"(a.i)Handling costs and profit in respect of item C20.1.2.2(a)","%",null,300000,null,0]
[]
["C20.1.3","Providing testing equipment"]
[null,"(c) Straight edge – 3m long","No",null,1,null,0]
[]
[null,"(d) Rain Gauge"," No",null,1,null,0]
[]
[null,"(e) Electronic minimum and maximum thermometer"," No",null,1,null,0]
[]
[" Total Carried Forward To Summary"]

{"sheet":"Summary","index":1,"n_rows":41,"n_cols":3,"rows_kept":41,"flags":["formulas_cached_only"]}
["CHAPTER","DESCRIPTION"," CONTRACTOR AMOUNT"]
["C1.2","GENERAL REQUIREMENTS AND PAYMENT",{"v":0,"d":"0.00"}]
["C1.3","CONTRACTOR'S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS",{"v":0,"d":"0.00"}]
["C1.4","FACILITIES FOR THE ENGINEER",{"v":0,"d":"0.00"}]
["C1.5","ACCOMMODATION OF TRAFFIC",{"v":0,"d":"0.00"}]
["C1.6","CLEARING AND GRUBBING",{"v":0,"d":"0.00"}]
["C1.7","LOADING AND HAULING",{"v":0,"d":"0.00"}]
["C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES",{"v":0,"d":"0.00"}]
["C3.1","DRAINS",{"v":0,"d":"0.00"}]
["C3.2","CULVERTS",{"v":0,"d":"0.00"}]
["C3.3","CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, AS WELL AS CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS",{"v":0,"d":"0.00"}]
["C4.1","BORROW MATERIALS",{"v":0,"d":"0.00"}]
["C4.2","CUT MATERIALS",{"v":0,"d":"0.00"}]
["C4.4","COMMERCIAL MATERIALS",{"v":0,"d":"0.00"}]
["C5.1","ROADBED",{"v":0,"d":"0.00"}]
["C5.2","FILL",{"v":0,"d":"0.00"}]
["C5.3","ROAD PAVEMENT LAYERS",{"v":0,"d":"0.00"}]
["C6.1","PAVER LAID CONCRETE LAYERS",{"v":0,"d":"0.00"}]
["C7.3","REMOVAL AND REINSTATEMENT OF EXISTING CONCRETE LAYERS",{"v":0,"d":"0.00"}]
["C8.1","PRIME COAT",{"v":0,"d":"0.00"}]
["C9.1","ASPHALT LAYERS",{"v":0,"d":"0.00"}]
["C11.1","PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION",{"v":0,"d":"0.00"}]
["C11.4","ROAD RESTRAINT SYSTEMS",{"v":0,"d":"0.00"}]
["C11.6","ROAD SIGNS",{"v":0,"d":"0.00"}]
["C11.7","ROAD MARKINGS AND ROAD STUDS",{"v":0,"d":"0.00"}]
["C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",{"v":0,"d":"0.00"}]
["C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",{"v":9500,"d":"9,500.00"}]
["C12.1","PILING"]
["C12.2","GROUND ANCHORS"]
["C12.3","GROUND IMPROVEMENT"]
["C12.4","LATERAL SUPPORT"]
["C12.5 ","SHOTCRETE"]
["C12.6","MECHANICALLY STABILISED FILL AND GABIONS"]
["C12.7","TRENCHLESS METHODS"]
["C12.10","HARD EXCAVATION BY BLASTING"]
["C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP",{"v":0,"d":"0.00"}]
[null,"SUB TOTAL 1"]
[null,"CONTINGENCIES ( 10% )",{"v":0,"d":"0.00"}]
[null,"SUB TOTAL 2",{"v":0,"d":"0.00"}]
[null,"VAT 15%",{"v":0,"d":"0.00"}]
[null,"TOTAL ",{"v":0,"d":"0.00"}]