{"text_format":"3","workbook":"xlsx","n_sheets":7,"sheets":["Edwin Construction Quote","Updated BOQ","BOQ","BOQ_grids","Original BOQ","Revised BOQ","Site Establishment Breakdown"],"not_rendered":{"external_links":35,"defined_names":752,"comments":7},"read":"whole","date_system":"1900"}

{"sheet":"Edwin Construction Quote","index":0,"n_rows":702,"n_cols":8,"rows_kept":702,"hidden":true,"merged":[[15,1,15,6],[34,1,36,6],[43,1,43,6],[87,1,87,6],[125,1,125,6]]}
[null,null,"Quoted dated 17 October 2025 - Info provided by the end-user."]
{"$rows_empty":14}
[null,"BILL OF QUANTITIES\nFOR\nSEWAGE PLANT ROAD ROUTINE MAINTENANCE"]
{"$rows_empty":18}
[null,"All payment items to be provided in accordance with COTO: Standard Specifications for Road and Bridge Works for South African Road Authorities"]
{"$rows_empty":8}
[null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[159,"C1.2","GENERAL REQUIREMENTS AND PROVISIONS"]
[]
[2811,"C1.2.1","Environmental Management:"]
[]
[2812,"C1.2.1.1","Monitoring of compliance with and reporting on the EMP","month",3,5000,{"$f":"E50*F50","v":{"v":15000,"d":"15,000.00"}}]
[]
[2813,"C1.2.1.2","Dedicated environmental officer (if specified in the Contract Documentation)","month",3,45000,{"$f":"E52*F52","v":{"v":135000,"d":"135,000.00"}}]
[]
[2814,"C1.2.2","Programming and Reporting:"]
[]
[2820,"C1.2.2.6","Preparation and submission of all information and reports specified in the Contract Documentation","month",3,5000,{"$f":"E56*F56","v":{"v":15000,"d":"15,000.00"}}]
[]
[5167,"C1.2.4","Stakeholder liaison","month",3,2500,{"$f":"E58*F58","v":{"v":7500,"d":"7,500.00"}}]
[]
[2835,"C1.2.5","Safety:"]
[]
[2836,"C1.2.5.1","Health and safety plan","lump sum",1,7500,{"$f":"E62*F62","v":{"v":7500,"d":"7,500.00"}}]
[]
[2837,"C1.2.5.2","Implementation of health and safety plan","month",3,0,{"$f":"E64*F64","v":0}]
[]
[2843,"C1.2.8","Dayworks:"]
[]
[2844,"C1.2.8.1","Personnel:"]
[]
[2845,null,"(a) Unskilled labourer","Hour",2500,70,{"$f":"E70*F70","v":{"v":175000,"d":"175,000.00"}}]
[]
[2846,null,"(b) Semi-skilled labourer","Hour",1500,75,{"$f":"E72*F72","v":{"v":112500,"d":"112,500.00"}}]
[]
[2847,null,"(c) Skilled labourer","Hour",1000,80,{"$f":"E74*F74","v":{"v":80000,"d":"80,000.00"}}]
[]
[2848,null,"(d) Gang leader","Hour",500,200,{"$f":"E76*F76","v":{"v":100000,"d":"100,000.00"}}]
[]
[2849,null,"(e) Foreman","Hour",500,500,{"$f":"E78*F78","v":{"v":250000,"d":"250,000.00"}}]
[]
[null,null,"(f) Skilled Foreman","Hour",500,600,{"$f":"E80*F80","v":{"v":300000,"d":"300,000.00"}}]
[]
[null,null,"(g) Flagman","Hour",800,750,{"$f":"E82*F82","v":{"v":600000,"d":"600,000.00"}}]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G46:G83)","v":{"v":1797500,"d":"1,797,500.00"}}]
[]
[]
[]
[null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null," Brought Forward",{"$nulls":4},{"$f":"G84","v":{"v":1797500,"d":"1,797,500.00"}}]
[2851,"C1.2.8.2","Construction equipment:"]
[]
[2852,null,"(a) Motor grader (minimum 9 tons, power ± 100kW)","Hour",40,1000,{"$f":"E93*F93","v":{"v":40000,"d":"40,000.00"}}]
[]
[2853,null,"(b) Vibratory roller (9-12 tons)","Hour",30,700,{"$f":"E95*F95","v":{"v":21000,"d":"21,000.00"}}]
[]
[2854,null,"(c) Pneumatic roller  (gross mass: ± 4,5 tons unloaded to 18 tons loaded)","Hour",30,700,{"v":21000,"d":"21,000.00"}]
[]
[2855,null,"(d) Front end loader (minimum power 90kW)","Hour",60,700,{"v":42000,"d":"42,000.00"}]
[]
[2856,null,"(e) Tractor loader backhoe (55-70 kW 0,5m3 bucket)","Hour",30,650,{"v":19500,"d":"19,500.00"}]
[]
[2857,null,"(f) Excavator (minimum power 105 kW)","Hour",40,950,{"v":38000,"d":"38,000.00"}]
[]
[null,null,"(g) Water truck (minimum 5 kl)","Hour",40,400,{"v":16000,"d":"16,000.00"}]
[]
[null,null,"(h) Tip truck (minimum load capacity 10 tons)","Hour",40,450,{"v":18000,"d":"18,000.00"}]
[]
[2860,"C1.2.8.3","Vehicles:"]
[]
[2861,null,"(a) Light delivery vehicle","kilometre",3000,5,{"v":15000,"d":"15,000.00"}]
[]
[2862,null,"(b) Flatbed truck","kilometre",1000,8,{"v":8000,"d":"8,000.00"}]
[]
[5172,null,"(c) Dump truck","kilometre",2500,12,{"v":30000,"d":"30,000.00"}]
[]
[5174,"C1.2.8.4","Materials:"]
[]
[5175,null,"(a) Procurement of materials","prov sum ",1]
[]
[5176,null,"(b) Contractor's handling costs, profit and all other charges in respect of item C1.2.8.4(a)","%",10]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G90:G122)","v":{"v":2066000,"d":"2,066,000.00"}}]
[]
[]
[null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[198,"C1.3","CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[]
[2868,"C1.3.1","The Contractor's general obligations:"]
[]
[2869,"C1.3.1.1","Fixed obligations","lump sum",1,{"$f":"28000000*0.3*0.2","v":1680000},{"$f":"E132*F132","v":{"v":1680000,"d":"1,680,000.00"}}]
[]
[2870,"C1.3.1.2","Value-related obligations","lump sum",1,null,{"$f":"E134*F134","v":0}]
[]
[2871,"C1.3.1.3","Time-related obligations","month",3,{"$f":"28000000*0.3*0.8/3","v":2240000},{"v":6720000,"d":"6,720,000.00"},{"$f":"G132+G136","v":{"v":8400000,"d":"8,400,000.00"}}]
[]
[5177,"C1.3.2","Contract sign boards","m²",5,1500,{"v":7500,"d":"7,500.00"}]
[]
[null,"PC1.3.3","Site Establishment",{"$nulls":3},0]
[]
[null,"PC1.3.3.1","Offices and storage sheds (one of each)","Sum",1,25000,{"v":25000,"d":"25,000.00"}]
[]
[null,"PC1.3.3.2","Accommodation ","Months",3,20000,{"v":60000,"d":"60,000.00"}]
[]
[null,"PC1.3.3.3","Ablution and latrine facilities (Canteen and changerooms)","Sum",1,150000,{"v":150000,"d":"150,000.00"}]
[]
[null,"PC1.3.3.4","Connection of the water supply, electric power, communications, dealing with water, and site access. ","Sum",1,55000,{"v":55000,"d":"55,000.00"}]
[]
[null,"PC1.3.3.5","Removal of site establishment (i.e., Destablishment). (Removal of all items as stated above, including restoring and making good to the Project Manager's satisfaction)","Sum",1,75000,{"v":75000,"d":"75,000.00"}]
[{"$nulls":6},0]
[null,"PC1.3.3.6","Tools and equipment","Months",3,5000,{"v":15000,"d":"15,000.00"}]
[]
[null,"PC1.3.3.7","Transport to and from site","Months",3,35000,{"v":105000,"d":"105,000.00"}]
[]
[null,"PC1.3.3.8","Quality Officer complying with ISO 9001","Months",3,75000,{"v":225000,"d":"225,000.00"}]
{"$rows_empty":16}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G128:G172)","v":{"v":9117500,"d":"9,117,500.00"}}]
[]
[]
[null,"C1.5 ACCOMMODATION OF TRAFFIC"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[200,"C1.5","ACCOMMODATION OF TRAFFIC"]
[]
[6190,"C1.5.1","Accommodation of pedestrian and non-motorised traffic:"]
[]
[6191,"C.1.5.1.1","Accommodation of pedestrian and non-motorised traffic ","month",3,40000,{"$f":"E182*F182","v":{"v":120000,"d":"120,000.00"}}]
[]
[6196,"C1.5.2","Accommodation of vehicular traffic","month",3,75000,{"$f":"E184*F184","v":{"v":225000,"d":"225,000.00"}}]
[]
[6197,"C1.5.3","Liaison with traffic authorities ","month",3,0,{"$f":"E186*F186","v":0}]
[]
[2963,"C1.5.7","Temporary traffic control facilities:"]
[]
[2964,"C1.5.7.1","Delineators including mounting bases and ballast:"]
[]
[2966,null,"(b) Double sided, reversible left or right (600mm x 150mm)","No",100,150,{"$f":"E192*F192","v":{"v":15000,"d":"15,000.00"}}]
[]
[2967,"C1.5.7.2","Traffic cones, minimum height 750 mm","No",100,200,{"$f":"E194*F194","v":{"v":20000,"d":"20,000.00"}}]
[]
[2968,"C1.5.7.3","Flagmen","man-shift",750,750,{"v":562500,"d":"562,500.00"}]
[]
[2969,"C1.5.7.4","Traffic controllers","man-shift",720,750,{"v":540000,"d":"540,000.00"}]
[]
[2988,"C1.5.7.8","Traffic control stations","month",3,5000,{"v":15000,"d":"15,000.00"}]
[]
[2989,"C1.5.7.9","Cleaning of traffic control facilities","month",3,750,{"v":2250,"d":"2,250.00"}]
[]
[5201,"C1.5.8","Traffic safety officer","man-month",3,80000,{"v":240000,"d":"240,000.00"}]
[]
[5202,"C1.5.9","Traffic safety vehicle","month",3,125000,{"v":375000,"d":"375,000.00"}]
[]
[2993,"C1.5.11","Provision of safety equipment for visitors",{"$nulls":3},0]
[]
[2994,"C1.5.11.1","Provision of reflective safety vests for visitors","No",10,250,{"v":2500,"d":"2,500.00"}]
[]
[2995,"C1.5.11.2","Provision of hard hats for visitors","No",10,50,{"v":500,"d":"500.00"}]
[]
[2996,"C1.5.12","Additional traffic accommodation facilities ordered by the Engineer:"]
[]
[2997,"C1.5.12.1","Provision of additional traffic accommodation facilities","prov sum ",1]
[]
[2998,"C1.5.12.2","Handling cost, profit and all other charges in respect of item C1.5.12.1","%",10]
[]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G178:G224)","v":{"v":2117750,"d":"2,117,750.00"}}]
[]
[]
[null,"C1.6 CLEARING AND GRUBBING"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[201,"C1.6","CLEARING AND GRUBBING"]
[]
[null,"C1.6.1","Clearing:"]
[]
[null,"C1.6.1.1","Clearing with machines and some hand labour where necessary","ha",1,27500,{"$f":"E234*F234","v":{"v":27500,"d":"27,500.00"}}]
[]
[null,"C1.6.2","Grubbing:"]
[]
[null,"C1.6.2.1","Grubbing with machines and some hand labour where necessary","ha",1,35000,{"$f":"E238*F238","v":{"v":35000,"d":"35,000.00"}}]
[]
[null,"C1.6.3","Removal and grubbing of large trees and tree stumps:"]
[]
[null,"C1.6.3.1","Girth equal to or exceeding 1,0 m up to and including 2,0 m","No",5,1500,{"v":7500,"d":"7,500.00"}]
[]
[5205,"C1.6.7","Re-clearing of previously cleared areas","ha",1,15000,{"v":15000,"d":"15,000.00"}]
[]
[null,"C2.1.2","Existing services location, detection and verification:"]
[]
[null,"C2.1.2.5","Using hand excavation to locate, expose and verify services","m³",500,750,{"v":375000,"d":"375,000.00"}]
[]
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G230:G249)","v":{"v":460000,"d":"460,000.00"}}]
[]
[null,"C3.1 DRAINS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[237,"C3.1","DRAINS"]
[]
[6199,"C3.1.1","Excavation for open drains: "]
[]
[6200,"C3.1.1.1","Excavating all material situated within the following depth ranges below the surface level using conventional methods:"]
[]
[6201,null,"(a) 0 m to 1,5 m (includes side drains and mitre drains) * one side of the drain only at 2% crossfall","m³",5400,150,{"$f":"E260*F260","v":{"v":810000,"d":"810,000.00"}}]
[]
[5315,"C3.1.16","Loading and hauling of material in excess of 1,0 km","m³-km",3,{"v":8,"d":"8.00"},{"$f":"E262*F262","v":{"v":24,"d":"24.00"}}]
[]
[5322,"C3.1.24","Submission of as built drawings by the Contractor","prov sum ",1]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G254:G269)","v":{"v":810024,"d":"810,024.00"}}]
[]
[null,"C3.2 CULVERTS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[238,"C3.2","CULVERTS"]
[]
[6211,"C3.2.1","Excavation for culvert structures:"]
[]
[6212,"C3.2.1.1","Excavating in all material situated within the following depth ranges below the surface level:"]
[]
[6213,null,"(a) 0 m to 1,5 m","m³",38.4,150,{"$f":"E280*F280","v":{"v":5760,"d":"5,760.00"}}]
[]
[3434,"C3.2.2.1","Using the excavated material","m³",24.5,150,{"$f":"E282*F282","v":{"v":3675,"d":"3,675.00"}}]
[]
[3435,"C3.2.2.2","Using imported selected material:"]
[]
[3436,null,"(a) From commercial sources (state type)","m³",6.2,600,{"$f":"E286*F286","v":{"v":3720,"d":"3,720.00"}}]
[]
[3443,"PC3.2.3","Concrete pipe culverts:"]
[]
[3445,"C3.2.3.2","On Class B bedding (type and diameter indicated)","m",48,1250,{"v":60000,"d":"60,000.00"}]
[]
[3446,null,"(a) Supply and install precast concrete pipe culvert, DN300 (spigot-and-socket with elastomeric seal, SANS 986/677 compliant), laid to line and level. Item includes all pipe sections and jointing materials for one completed road crossing","No",6,2500,{"v":15000,"d":"15,000.00"}]
[]
[null,null,"(b) Stone pitching apron at mirtre drain/culvert outlets, 150 mm thick on geotextile","m2",66,450,{"v":29700,"d":"29,700.00"}]
[]
[null,null,"(c ) Geotextile separator (Class A2/A3) under mitre drain aprons","m2",66,25,{"v":1650,"d":"1,650.00"}]
{"$rows_empty":10}
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G274:G306)","v":{"v":119505,"d":"119,505.00"}}]
[]
[null,"C4.3 EXISTING ROAD MATERIALS"]
[242,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C4.3","EXISTING ROAD MATERIALS"]
[3650]
[null,"C4.3.2","Cleaning the existing road surface:"]
[3651]
[null,"C4.3.2.1","Cost to clean the road surface","prov sum ",1]
[3652]
[null,"C4.3.2.2","Handling costs and profit in respect of item C4.3.1.1","%",10]
[3673]
[null,"C4.3.9","Excavating material by using conventional road construction equipment:"]
[3677]
[null,"C4.3.9.4","Natural gravel and sand materials","m³",7000,40,{"$f":"E321*F321","v":{"v":280000,"d":"280,000.00"}}]
[3678]
[null,"C4.3.9.5","Coarse fill and rock fill","m³",1000,250,{"$f":"E323*F323","v":{"v":250000,"d":"250,000.00"}}]
[3679]
[null,"C4.3.10","Excavating material by using labour enhanced methods of construction:"]
[3683]
[null,"C4.3.10.4","Natural gravel and sand materials","m³",1000,750,{"v":750000,"d":"750,000.00"}]
[3684]
[null,"C4.3.15","Stockpiling of road layer materials:"]
[3688]
[null,"C4.3.15.4","Natural gravel material","m³",5000,55,{"v":275000,"d":"275,000.00"}]
[3700]
[null,"C4.3.18","Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of:"]
[3702]
[null,"C4.3.18.2","Crushed stone, macadam, gravel and sand material","m³",7000,55,{"v":385000,"d":"385,000.00"}]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G311:G340)","v":{"v":1940000,"d":"1,940,000.00"}}]
[]
[]
[null,"C4.4 COMMERCIAL MATERIALS"]
[243,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C4.4","COMMERCIAL MATERIALS"]
[3733]
[null,"C4.4.2","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:"]
[3734]
[null,"C4.4.2.1","Pavement layer material:"]
[]
[null,null,"(e) Type G5B material","m³",5000,665,{"$f":"E352*F352","v":{"v":3325000,"d":"3,325,000.00"}}]
[3752]
[null,"C4.4.2.6","Pioneer material ","m³",1500,750,{"$f":"E354*F354","v":{"v":1125000,"d":"1,125,000.00"}}]
[3753]
[null,"C4.4.3","Cost to procure commercial materials identified by the Employer from private or non-commercial sources:"]
[3754]
[null,"C4.4.3.1","Cost of procuring","prov sum ",1]
[3755]
[null,"C4.4.3.2","Handling cost and profit in respect of item C4.4.3.1","%",10]
[]
[null,"C4.4.4","Cementitious stabilising agents:"]
[]
[null,"C4.4.4.1","Cement","ton ",200,1900,{"v":380000,"d":"380,000.00"}]
[]
[null,"C4.4.7","Sampling and material testing by a commercial laboratory for the stabilisation designs:",{"$nulls":3},0]
[]
[null,"C4.4.7.1","Cost of sampling and material testing","prov sum ",1,null,0]
[]
[null,"C4.4.7.2","Handling cost and profit in respect of item C4.4.7.1","%",10,null,0]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G346:G372)","v":{"v":4830000,"d":"4,830,000.00"}}]
[]
[null,"C5.1 ROADBED"]
[245,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.1","ROADBED"]
[3777]
[null,"PC5.1.1","Roadbed construction and compaction:"]
[3779]
[null,"PC5.1.1.2","Compaction of in-situ material to 95 % Mod AASHTO","m³",3500,35,{"$f":"E381*F381","v":{"v":122500,"d":"122,500.00"}}]
[3793]
[null,"C5.1.3","Excavate material to spoil sites designated by the Contractor:"]
[3794]
[null,"C5.1.3.1","Excavate material to spoil from roadbed construction, material obtained from:"]
[3795]
[null,null,"(a) Soft excavation","m³",3500,50,{"$f":"E387*F387","v":{"v":175000,"d":"175,000.00"}}]
[3796]
[null,null,"(b) Boulder excavation Class A","m³",2000,180,{"v":360000,"d":"360,000.00"}]
[6227]
[null,null,"(c) Boulder excavation Class B","m³",1000,180,{"v":180000,"d":"180,000.00"}]
[6228]
[null,null,"(d) Hard excavation (other than by blasting)","m³",500,350,{"v":175000,"d":"175,000.00"}]
[3797]
[null,"C5.1.3.2","Excavate material to spoil from roadbed construction, using labour enhancement, material obtained from:"]
[3798]
[null,null,"(a) Soft excavation","m³",500,700,{"v":350000,"d":"350,000.00"}]
[3799]
[null,null,"(b) Intermediate excavation","m³",500,770,{"v":385000,"d":"385,000.00"}]
[3800]
[null,"C5.1.4","Removal of unsuitable material to spoil:"]
[3801]
[null,"C5.1.4.1","In layer thicknesses of 200 mm and less:"]
[6230]
[null,null,"(a) Stable material","m³",9500,55,{"v":522500,"d":"522,500.00"}]
[6231]
[null,null,"(b) Unstable material","m³",2000,55,{"v":110000,"d":"110,000.00"}]
[3804]
[null,"C5.1.5","In-situ treatment of roadbed in hard material:"]
[3805]
[null,"C5.1.5.1","In-situ treatment by ripping","m³",3500,75,{"v":262500,"d":"262,500.00"}]
[5446]
[null,"C5.1.11","Construction of roadbed comprising a pioneer layer","m³",1500,450,{"v":675000,"d":"675,000.00"}]
[]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G377:G419)","v":{"v":3317500,"d":"3,317,500.00"}}]
[]
[null,"C5.3 ROAD PAVEMENT LAYERS"]
[247,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.3","ROAD PAVEMENT LAYERS"]
[5451]
[null,"C5.3.1","Compiling and implementing M&U plans for the construction of all the pavement layers","No",3,10000,{"$f":"E426*F426","v":{"v":30000,"d":"30,000.00"}}]
[3867]
[null,"PC5.3.2","Construction of pavement layers:"]
[3868]
[null,"PC5.3.2.1","Construction of layers using conventional construction methods:"]
[]
[null,null,"(c) Upper selected levelling layer compacted to 95% Mod AASHTO","m³",1500,80,{"$f":"E432*F432","v":{"v":120000,"d":"120,000.00"}}]
[3870]
[null,null,"(j) Lower subbase gravel layer (chemically stabilised), 150mm compacted to 95 % Mod AASHTO","m³",5000,80,{"v":400000,"d":"400,000.00"}]
[5452]
[null,"C5.3.2.2","Construction of layers using labour enhancement:"]
[5459]
[null,null,"(g) Lower gravel subbase layer 150mm compacted to 95 % Mod AASHTO","m³",1000,350,{"v":350000,"d":"350,000.00"}]
[5466]
[null,"C5.3.6","Removal of oversize material","m³",1500,100,{"v":150000,"d":"150,000.00"}]
[]
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G424:G441)","v":{"v":1050000,"d":"1,050,000.00"}}]
[]
[null,"C5.4 STABILISATION"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.4","STABILISATION"]
[]
[null,"C5.4.2","Chemical stabilisation:"]
[]
[null,"C5.4.2.1","Chemical stabilisation of 200mm C4 Subbase layer","m³",5000,20,{"$f":"E450*F450","v":{"v":100000,"d":"100,000.00"}}]
[]
[null,"C5.4.5","Cementitious stabilisation agents for pavement layers:"]
[]
[null,"C5.4.5.2","Addition of cementitious stabilisation agents for pavement layers and spreading the agent using bags and labour enhancement methods:"]
[]
[null,null,"(a) Cement (for subbase layer)","t",200,200,{"$f":"E456*F456","v":{"v":40000,"d":"40,000.00"}}]
[]
[null,"C5.4.10","Provision and application of water for curing","kℓ",250,40,{"v":10000,"d":"10,000.00"}]
{"$rows_empty":20}
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G446:G478)","v":{"v":150000,"d":"150,000.00"}}]
[]
[]
[null,"C6.2 SEGMENTAL BLOCK PAVING LAYERS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C6.2","SEGMENTAL BLOCK PAVING LAYERS"]
[]
[null,"C6.2.1","Segmental block paving:"]
[]
[null,"C6.2.1.1","Concrete block paving (80mm Class 40/2.6, Type S-A)","m²",25000,300,{"$f":"E488*F488","v":{"v":7500000,"d":"7,500,000.00"}}]
[]
[null,"C6.2.2","Cast-in-situ concrete edge and intermediate beams","m³",100,3200,{"$f":"E490*F490","v":{"v":320000,"d":"320,000.00"}}]
[]
[null,"C6.2.3","Provision and application of approved herbicide and ant poison:"]
[]
[null,"C6.2.3.1","Provision of materials","PC sum",1]
[]
[null,"C6.2.3.2","Contractor’s charges and profit added to the prime cost sum","%",10]
[]
[null,"C6.2.4","Re-sanding of joints in segmental block paving:"]
[]
[null,"C6.2.4.1","Concrete block paving (80mm Class 40/2.6, Type S-A)","m²",25000,20,{"v":500000,"d":"500,000.00"}]
[]
[null,"PC6.2.5","Sand bedding layer (25mm thickness)","m³",600,20,{"v":12000,"d":"12,000.00"}]
{"$rows_empty":15}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G487:G517)","v":{"v":8332000,"d":"8,332,000.00"}}]
[]
[]
[null,"C11.5 FENCING"]
[273,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C11.5","FENCING"]
[]
[4485]
[null,"C11.5.3","Moving existing fences and gates:"]
[4486]
[null,"C11.5.3.1","Fences:"]
[4487]
[null,null,"(a) Stock-proof fences","km",4.5,7500,{"$f":"E530*F530","v":{"v":33750,"d":"33,750.00"}}]
[4493]
[null,"C11.5.4","Dismantling existing fences and gates:"]
[4494]
[null,"C11.5.4.1","Fences:"]
[4495]
[null,null,"(a) Stock-proof fences","km",4.5,7500,{"$f":"E536*F536","v":{"v":33750,"d":"33,750.00"}}]
[5786]
[null,"C11.5.9","Repairing existing fences (type indicated)","km",4.5,7500,{"v":33750,"d":"33,750.00"}]
{"$rows_empty":16}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G523:G554)","v":{"v":101250,"d":"101,250.00"}}]
[]
[null,"C11.8 LANDSCAPING AND PLANTING PLANTS"]
[276,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C11.8","LANDSCAPING AND PLANTING PLANTS"]
[4658]
[null,"PC11.8.1","Shaping of roadside embankments","m²",13500,20,{"$f":"E561*F561","v":{"v":270000,"d":"270,000.00"}}]
[]
[null,"C11.8.1","Trimming:"]
[]
[null,"C11.8.1.1","Machine trimming","m²",13500,15,{"$f":"E565*F565","v":{"v":202500,"d":"202,500.00"}}]
[]
[null,"C11.8.1.2","Hand trimming","m²",5000,10,{"v":50000,"d":"50,000.00"}]
[]
[null,"C11.8.3","Preparing the areas for grassing:"]
[]
[null,"C11.8.3.2","Scarifying for loosening topsoil","ha",1.5,25000,{"v":37500,"d":"37,500.00"}]
[]
[null,"C11.8.3.3","Topsoiling within the road reserve where the following materials are used:"]
[]
[null,null,"(a) Topsoil obtained from within the road reserve or borrow areas","m³",2000,45,{"v":90000,"d":"90,000.00"}]
[]
[null,"C11.8.4","Grassing"]
[]
[null,"C11.8.4.2","Sodding by using the following types of sods:"]
[]
[null,null,"(b) Veld sods","m²",13500,25,{"v":337500,"d":"337,500.00"}]
[]
[null,"C11.8.5","Watering the grass when established by topsoiling only","kℓ",150,40,{"v":6000,"d":"6,000.00"}]
[]
[null,"C11.8.10","Unspecified work for landscaping","prov sum ",1]
{"$rows_empty":16}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G559:G600)","v":{"v":993500,"d":"993,500.00"}}]
[]
[null,"C11.9 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[277,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[4659]
[null,"C11.9.1","Finishing the road and road reserve:"]
[4661]
[null,"C11.9.1.2","Single carriageway road","km",2.3,25000,{"$f":"E610*F610","v":{"v":57500,"d":"57,500.00"}}]
{"$rows_empty":20}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G606:G630)","v":{"v":57500,"d":"57,500.00"}}]
[]
[]
[null,"C20.1 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
[null,"C20.1.2","Special tests requested by the Engineer:"]
[]
[null,"PC20.1.2.1","(a) Cost of testing","PC sum",1]
[]
[null,null,"(b) Charge on Prime Cost Sum","%",10]
{"$rows_empty":15}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G632:G657)","v":0}]
[]
[]
[null,"SUMMARY OF SECTIONS"]
[]
[null,null,"Description"," "," "," ","Amount R"]
[null,null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS",{"$nulls":3},{"$f":"G123","v":{"v":2066000,"d":"2,066,000.00"}}]
[]
[null,null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS",{"$nulls":3},{"$f":"G173","v":{"v":9117500,"d":"9,117,500.00"}}]
[]
[null,null,"C1.5 ACCOMMODATION OF TRAFFIC",{"$nulls":3},{"$f":"SUM(G621:G667)","v":{"v":11241000,"d":"11,241,000.00"}}]
[]
[null,null,"C1.6 CLEARING AND GRUBBING",{"$nulls":3},{"$f":"G250","v":{"v":460000,"d":"460,000.00"}}]
[]
[null,null,"C3.1 DRAINS",{"$nulls":3},{"$f":"G270","v":{"v":810024,"d":"810,024.00"}}]
[]
[null,null,"C3.2 CULVERTS",{"$nulls":3},{"$f":"G307","v":{"v":119505,"d":"119,505.00"}}]
[]
[null,null,"C4.3 EXISTING ROAD MATERIALS",{"$nulls":3},{"$f":"G341","v":{"v":1940000,"d":"1,940,000.00"}}]
[]
[null,null,"C4.4 COMMERCIAL MATERIALS",{"$nulls":3},{"$f":"G373","v":{"v":4830000,"d":"4,830,000.00"}}]
[]
[null,null,"C5.1 ROADBED",{"$nulls":3},{"$f":"G420","v":{"v":3317500,"d":"3,317,500.00"}}]
[]
[null,null,"C5.3 ROAD PAVEMENT LAYERS",{"$nulls":3},{"$f":"G442","v":{"v":1050000,"d":"1,050,000.00"}}]
[]
[null,null,"C5.4 STABILISATION",{"$nulls":3},{"$f":"G479","v":{"v":150000,"d":"150,000.00"}}]
[]
[null,null,"C6.2 SEGMENTAL BLOCK PAVING LAYERS",{"$nulls":3},{"$f":"G518","v":{"v":8332000,"d":"8,332,000.00"}}]
[]
[null,null,"C11.5 FENCING",{"$nulls":3},{"$f":"G555","v":{"v":101250,"d":"101,250.00"}}]
[]
[null,null,"C11.8 LANDSCAPING AND PLANTING PLANTS",{"$nulls":3},{"$f":"G602","v":{"v":993500,"d":"993,500.00"}}]
[]
[null,null,"C11.9 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",{"$nulls":3},{"$f":"G631","v":{"v":57500,"d":"57,500.00"}}]
[]
[null,null,"C20.1 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP",{"$nulls":3},{"$f":"G658","v":0}]
[]
[null,null,"   SUBTOTAL",{"$nulls":3},{"$f":"SUM(G664:G695)","v":{"v":44585779,"d":"44,585,779.00"}}]
[]
[null,null,"Add 10% Contingency",{"$nulls":3},{"$f":"G696*1.1","v":{"v":49044356.9,"d":"49,044,356.90"}}]
[]
[null,null,"Add 15% VAT",{"$nulls":3},{"$f":"G698*1.15","v":{"v":56401010.44,"d":"56,401,010.44"}}]
[]
[null,null," Total Contract Value",{"$nulls":3},{"$f":"G700","v":{"v":56401010.44,"d":"56,401,010.44"}}]

{"sheet":"Updated BOQ","index":1,"n_rows":585,"n_cols":6,"rows_kept":585,"hidden":true,"merged":[[0,0,0,5],[54,6,56,6]]}
[]
["1.0 PRELIMINARIES AND GENERAL"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[]
[null,"The Contractor's general obligations:"]
[]
[null,"Fixed-Charge and Value Related Items"]
[]
[null,"Site Establishment"]
[null,"Establishment of site offices, ablutions, secure storage, and utility connections."]
[]
["1.1","Transport of all plant and equipment to site","Once Off",1,{"v":35000,"d":"R35,000.00"},{"$f":"D13*E13","v":{"v":35000,"d":"R35,000.00"}}]
[]
["1.2","Site offices, ablutions, changing room, eating area, storage and signage","Once Off",1,{"$f":"'Site Establishment Breakdown'!E4+'Site Establishment Breakdown'!E7+'Site Establishment Breakdown'!E9+'Site Establishment Breakdown'!E6+'Site Establishment Breakdown'!E8+2000","v":{"v":14418,"d":"R14,418.00"}},{"$f":"D15*E15","v":{"v":14418,"d":"R14,418.00"}}]
[]
["1.3","Temporary utillity connections","Once Off",1,{"$f":"'Site Establishment Breakdown'!E12","v":{"v":5000,"d":"R5,000.00"}},{"$f":"D17*E17","v":{"v":5000,"d":"R5,000.00"}}]
[]
[null,"Safety:"]
[]
[null,"SHE REQUIREMENTS (Compliance with Eskom induction and safety, health and environmental requirements)"]
[]
[null,"Items listed are indicative minimums only. Final PPE selection must be confirmed through a site-specific OHS Risk Assessment as required by the OHS Act No. 85 of 1993 and Section 3.1.2 of Eskom PPE Standard 240-44175132."]
[]
["1.4","Health and safety file","Once Off",1,{"v":7500,"d":"R7,500.00"},{"$f":"D25*E25","v":{"v":7500,"d":"R7,500.00"}}]
[]
["1.5","Occupational health medicals (pre-employment)","No",30,{"v":1100,"d":"R1,100.00"},{"$f":"D27*E27","v":{"v":33000,"d":"R33,000.00"}}]
[]
["1.6","Police Clearance Certificates (SAPS)","No",30,{"v":275,"d":"R275.00"},{"$f":"D29*E29","v":{"v":8250,"d":"R8,250.00"}}]
[]
["1.7","Hard hat (white, industrial, SABS mark), with adjustable 3-point webbing chin strap, shortened peak per Section 3.13.1, compliant with SANS 139","No",30,{"$f":"120*1.15","v":{"v":138,"d":"R138.00"}},{"$f":"D31*E31","v":{"v":4140,"d":"R4,140.00"}}]
[]
["1.8","Sun brim for hard hat, navy blue, 100% cotton flame retardant D59, minimum 90mm brim per Section 3.13.2","No",30,{"$f":"140*1.15","v":{"v":161,"d":"R161.00"}},{"$f":"D33*E33","v":{"v":4830,"d":"R4,830.00"}}]
[]
["1.9","General safety boots, steel/carbon fibre toe, full grain leather, dark brown, oil/slip/heat resistant, SABS SANS 20345","No",30,{"$f":"800*1.15","v":{"v":920,"d":"R920.00"}},{"$f":"D35*E35","v":{"v":27600,"d":"R27,600.00"}}]
[]
["1.10","Reflective vest (fluorescent orange-red, for \"Employee at Work\" category), minimum 50mm retro-reflective tape, SANS 50471 compliant per Section 3.10","No",30,{"v":100,"d":"R100.00"},{"$f":"D37*E37","v":{"v":3000,"d":"R3,000.00"}}]
[]
["1.11","Dust mask FFP2 with valve, disposable, EN 149:2001+A1 2009 FFP2 NR D, protection factor 10x WEL per Section 3.19.1","No",30,{"$f":"(4.34*1.15)*3*(5*4)","v":{"v":299.46,"d":"R299.46"}},{"$f":"D39*E39","v":{"v":8983.8,"d":"R8,983.80"}}]
[]
["1.12","Safety spectacles/goggles, impact/dust resistant, anti-fog, anti-scratch, ANSI Z87.1 and CE-EN 166 compliant per Section 3.14.3","No",30,{"$f":"30*1.15","v":{"v":34.5,"d":"R34.50"}},{"$f":"D41*E41","v":{"v":1035,"d":"R1,035.00"}}]
[]
["1.13","Hearing protection — disposable foam earplugs, corded, 32 NRR ANSI, slow expanding PU foam per Section 3.15","No",30,{"$f":"(3.15*1.15)*5*4*3","v":{"v":217.35,"d":"R217.35"}},{"$f":"D43*E43","v":{"v":6520.5,"d":"R6,520.50"}}]
[]
["1.14","Hearing protection — earmuffs, dielectric construction, SNR 30 NRR 28, CE compliant per Section 3.15","No",30,{"$f":"72*1.15","v":{"v":82.8,"d":"R82.80"}},{"$f":"D45*E39","v":{"v":8983.8,"d":"R8,983.80"}}]
[]
["1.15","Two-piece boiler suit, navy blue (Pantone 19_3920), pre-shrunk 100% cotton D59, flame & acid retardant SANS 1423-1 class C cat 1, reflective strips, SANS ","No",30,{"$f":"650*1.15","v":{"v":747.5,"d":"R747.50"}},{"$f":"D47*E47","v":{"v":22425,"d":"R22,425.00"}}]
[]
["1.16","General purpose gloves, cut-resistant, micro-foam nitrile coated, EN 388 minimum level 3 cut resistance per Section 3.17.2","No",30,{"$f":"30*1.15","v":{"v":34.5,"d":"R34.50"}},{"$f":"D49*E49","v":{"v":1035,"d":"R1,035.00"}}]
[]
["1.17","Socks, non-conductive, anti-static, anti-bacterial, 72-75% cotton/poly/silver fibre per Section 3.16.9","No",30,{"$f":"50*1.15","v":{"v":57.5,"d":"R57.50"}},{"$f":"D51*E51","v":{"v":1725,"d":"R1,725.00"}}]
[]
["1.18","Gumboots, solid rubber/PU, black, protective toe cap, acid/oil resistant, SANS 20345 per Section 3.16.7","No",30,{"$f":"300*1.15","v":{"v":345,"d":"R345.00"}},{"$f":"D53*E53","v":{"v":10350,"d":"R10,350.00"}}]
[]
["1.19","Provision of reflective safety vests for visitors","No",5,250,{"$f":"D55*E55","v":{"v":1250,"d":"R1,250.00"}}]
[]
["1.20","Provision of hard hats for visitors","No",5,50,{"$f":"D57*E57","v":{"v":250,"d":"R250.00"}}]
[]
[null,"Survey, Setting Out & Design"]
[]
["1.21","Detailed topographical survey of entire site including setting out, establishment of control points and demarcation of road alignment and centreline ","Sum",1]
[]
["1.22","Preparation, submission and approval of Geometric and Stormwater Design Report (PDF, DWG and A0 hardcopies), signed by ECSA Pr.Eng","Sum",1,{"v":350000,"d":"R350,000.00"},{"$f":"D63*E63","v":{"v":350000,"d":"R350,000.00"}}]
[]
["1.23","Preparation and submission of As-built Drawings (PDF, DWG compatible with Bentley MicroStation and A0 hardcopies) signed by Contractor's Engineer on completion","Sum",1,{"v":250000,"d":"R250,000.00"},{"$f":"D65*E65","v":{"v":250000,"d":"R250,000.00"}}]
[]
["1.24","Preparation and submission of Rubicon Toolbox Pavement Design Verification Report including capacity analysis, traffic loading, climate and material properties, signed by ECSA Pr.Eng","Sum",1]
[]
[null,"Documentation & Compliance"]
[]
["1.25","Preparation and submission of Skills Transfer and Training documentation including attendance records and topics covered","Sum",1,{"v":200000,"d":"R200,000.00"},{"$f":"D71*E71","v":{"v":200000,"d":"R200,000.00"}}]
[]
["1.26","Preparation, submission and approval of Quality Control Plan (QCP) prior to commencement of works ","Sum",1]
[]
["1.27","Obtaining, submitting and managing all Telkom and other service provider wayleave approvals including liaison, relocation of poles and raising of overhead cables ","Sum",1]
[]
["1.28","Preparation and submission of Material and Test Summary Dossier (comprehensive laboratory and field test results in PDF format) ","Sum",1]
[]
["1.29","Preparation and submission of Rehabilitation and Environmental Compliance Report signed by Eskom Environmental Officer and Contractor's Engineer","Sum",1]
[]
["1.30","Appointment of SANAS-accredited laboratory for all material testing and field density testing for the full duration of the works","Sum",1]
[]
["1.31","Site De-establishment","Once Off",1,null,{"$f":"D83*E83","v":0}]
[]
["1.32","Transport of all plant and equipment off site","Once Off",1,{"$f":"E13","v":{"v":35000,"d":"R35,000.00"}},{"$f":"D85*E85","v":{"v":35000,"d":"R35,000.00"}}]
[]
["1.33","Exit medicals","Once Off",1,{"$f":"E27","v":{"v":1100,"d":"R1,100.00"}},{"$f":"D87*E87","v":{"v":1100,"d":"R1,100.00"}}]
[]
[null,"Time-related obligations - Contractual Requirements"]
[]
[null,"Environmental Management:"]
[]
["1.34","Monitoring of compliance with and reporting on the EMP","Month",3,{"v":5000,"d":"R5,000.00"},{"v":15000,"d":"R15,000.00"}]
[]
[]
[null,"Monthly running cost of site offices, ablutions, secure storage, and utility connections."]
[]
["1.35","Site offices, ablutions, change room, eating area and storage - monthly rental/maintenance","Month",3,{"$f":"'Site Establishment Breakdown'!E19+'Site Establishment Breakdown'!E22+'Site Establishment Breakdown'!E24+'Site Establishment Breakdown'!E21+'Site Establishment Breakdown'!E23","v":{"v":12418,"d":"R12,418.00"}},{"$f":"D98*E98","v":{"v":37254,"d":"R37,254.00"}}]
[]
["1.36","Temporary utillity connections","Month",3,{"$f":"'Site Establishment Breakdown'!E26","v":{"v":3000,"d":"R3,000.00"}},{"$f":"D100*E100","v":{"v":9000,"d":"R9,000.00"}}]
[]
["1.37","ECSA Professionally Registered Engineer (Pr.Eng), minimum 5 years road construction and maintenance experience post-registration","Month",3]
[]
["1.38","Construction Manager","Month",3,{"$f":"534.84*8*(5*4)","v":{"v":85574.4,"d":"R85,574.40"}},{"$f":"D104*E104","v":{"v":256723.2,"d":"R256,723.20"}}]
[]
["1.39","Health and Safety Officer","Month",3,{"$f":"108.17*8*(5*4)","v":{"v":17307.2,"d":"R17,307.20"}},{"$f":"D106*E106","v":{"v":51921.6,"d":"R51,921.60"}}]
[]
["1.40","Site Agent/Supervisor","Month",3,{"$f":"153.49*8*(5*4)","v":{"v":24558.4,"d":"R24,558.40"}},{"$f":"D108*E108","v":{"v":73675.2,"d":"R73,675.20"}}]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F7:F108)","v":{"v":1484970.1,"d":"R1,484,970.10"}}]
[]
[]
["2.0 ACCOMMODATION OF TRAFFIC"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Establishment of Traffic Accomodation"]
[]
["2.1","Preparation, submission and approval of traffic control plan prior to commencement of works ","Sum",1]
[]
["2.2","Supply, erect and commission all temporary road signs, cones, delineators, traffic stations and associated traffic control measures  at all construction zones along the access road and intersections; compliant with SARTSM for pedestrians, vehicular traffic and non-motorised traffic","Sum",1]
[]
["2.3","Flagmen","Month",3,750,{"$f":"D121*E121","v":{"v":2250,"d":"R2,250.00"}}]
[]
["2.4","Traffic controllers","Month",3,750,{"$f":"D123*E123","v":{"v":2250,"d":"R2,250.00"}}]
[]
["2.5","Traffic safety officer","Month",3,80000,{"$f":"D125*E125","v":{"v":240000,"d":"R240,000.00"}}]
[]
["2.6","Traffic safety vehicle","Month",3,125000,{"$f":"D127*E127","v":{"v":375000,"d":"R375,000.00"}}]
[]
[null,"Additional traffic accommodation facilities ordered by the Engineer:"]
[]
["2.7","Provision of additional traffic accommodation facilities","Sum",1]
[]
["2.8","Liaison with traffic authorities ","Month",3,0]
[]
[null,"Destablishment of Traffic Accomodation"]
[]
["2.9","Remove, dismantle and clear all temporary traffic signs, cones, barriers, delineators and solid barricading from site on completion of works; reinstate road shoulders and verges disturbed by traffic accommodation to acceptable condition","Sum",1]
[]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F138:F138)","v":0}]
[]
[]
["3.0 CLEARING AND GRUBBING"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Clearing and Grubbing"]
[]
[null,"Notes:"]
[]
[null,"All cleared material and surplus topsoil to be removed to approved spoil sites identified and provided by the Contractor"]
[]
[null,"All costs for loading, hauling and tipping to approved spoil sites to be included in respective item rates"]
[]
[null,"Clearing and Grubbing - Greenfield Operational Areas"]
[]
["3.1","Clear and grub new tarpaulin removal area; includes all vegetation, debris, trees and obstructions ","m2",3000]
[]
["3.2","Clear and grub new staging area  ","m2",4000]
[]
["3.3","Clear and grub laydown area ","m2",1000]
[]
[null,"Removal and grubbing of large trees and tree stumps:"]
[]
["3.4","Girth equal to or exceeding 1,0 m up to and including 2,0 m (quantities are provisional)","No",20,1500,{"$f":"D163*E163","v":{"v":30000,"d":"R30,000.00"}}]
[]
[null,"Existing services location, detection and verification:"]
[]
["3.5","Using hand excavation to locate, expose and verify services","m³",500,750,{"v":375000,"d":"R375,000.00"}]
[]
[" Total Carried Forward",{"$nulls":4},{"$f":"SUM(F145:F168)","v":{"v":405000,"d":"R405,000.00"}}]
[]
["4.0 DRAINS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Notes:"]
[null,"All drain types, positions, gradients and dimensions to be confirmed by Contractor's approved Geometric and Stormwater Design Report signed by ECSA Pr.Eng"]
[]
[null,"All stormwater drainage to connect to Arnot Power Station CSY drainage network "]
[]
[null,"All drains to achieve continuous uniform fall free from ponding and obstructions"]
[]
[null,"Stone pitching to comply with COTO (2020) grouted stone pitching specification"]
[]
[null,"Trapezoidal Earth Side Drains"]
[]
["4.1","Excavate, shape and compact trapezoidal earth side drains along both sides of new road carriageway; achieve continuous, uniform fall free from ponding and obstructions; spread and compact suitable excess material on adjacent embankments; connect to CSY drainage network","m³",2500]
[]
[null,"Mitre Drains"]
[]
["4.2","Construct mitre drains at approximately 50m intervals along both sides of the road, tarpaulin removal area, laydown area and staging area, or at natural low points; at angle of approximately 30° downslope from side drain to efficiently discharge surface runoff into surrounding natural ground without causing erosion as per. Rate includes all excavation, shaping and finishing to neat uniform profile","No",10]
[]
[null,"Stone Pitched Aprons"]
[]
["4.3","Construct grouted stone-pitched aprons at mitre drain discharge points where erosion potential is high; supply stone, mortar grouting and all finishing to neat appearance as per. Rate includes all materials, labour and grouting","m2",70]
[]
[null,"CSY Drainage Network Connection "]
[]
["4.4","Connect completed stormwater drainage system to Arnot Power Station Coal Stockyard drainage network; including all excavation, pipework, connections, structures and all associated works required.","Sum",1]
[]
["4.5","Loading and hauling of material in excess of 1,0 km","m³-km",3,{"v":8,"d":"8.00"},{"$f":"D198*E198","v":{"v":24,"d":"R24.00"}}]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F198:F199)","v":{"v":24,"d":"R24.00"}}]
[]
["5.0 CULVERTS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"CULVERTS"]
[null,"Notes:"]
[null,"All culvert types, sizes and positions to be confirmed by Contractor's approved Geometric and Stormwater Design Report"]
[]
[null,"Stone pitching to comply with COTO (2020)"]
[]
[null,"Backfill to be compacted to minimum 90% Mod AASHTO density"]
[]
[null,"The rate for culvert structural members shall be inclusive of all materials including reinforcement"]
[]
[null,"Quantities are provisional pending geometric and stormwater design"]
[]
["5.1","Excavation for culvert structures to required depth and width; trim and shape invert; batter sides where necessary to prevent collapse; dispose of surplus material to approved spoil sites","m³",70]
[]
["5.2","Backfill using imported G5 quality gravel material from commercial source, in layers not exceeding 150mm; compact to minimum 90% Mod AASHTO","m³",25,600,{"$f":"D218*E218","v":{"v":15000,"d":"R15,000.00"}}]
[]
[null,"Concrete pipe culverts:"]
[]
["5.3","Supply and install precast concrete pipe culvert, DN300 (spigot-and-socket with elastomeric seal, SANS 986/677 compliant), laid to line and level. Item includes all pipe sections and jointing materials for one completed road crossing","m",200]
[]
["5.4","Provide and lay granular Class B bedding and haunching to culvert pipes","m",200]
[]
["5.5","Construct in-situ reinforced concrete headwalls and wingwalls to all culverts; including all excavation, formwork, steel reinforcement","No",20]
[]
["5.6","Construct grouted stone pitching at culvert inlets and outlets to prevent scouring; compliant with COTO (2020)","m2",70]
[]
["5.7","Geotextile separator (Class A2/A3) under mitre drain aprons","m2",70,25,{"v":1750,"d":"R1,750.00"}]
[]
["5.8","Loading and hauling of material in excess of 1.0km arising from culvert excavations and associated works","m³",70]
[]
[]
[" Total Carried Forward Summary",{"$nulls":4},{"$f":"SUM(F204:F234)","v":{"v":16750,"d":"R16,750.00"}}]
[]
["6.0 EXCAVATION"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"EXCAVATION"]
[]
[null,"Excavating material by using conventional road construction equipment,  to spoil in sites designated by the Contractor"]
[]
["6.1","Natural gravel and sand materials","m³",10000,40,{"$f":"D243*E243","v":{"v":400000,"d":"R400,000.00"}}]
[]
["6.2","Coarse fill and rock fill","m³",1000,250,{"$f":"D245*E245","v":{"v":250000,"d":"R250,000.00"}}]
[]
["6.3","Removal of oversize material","m³",1500,100,{"$f":"D247*E247","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,"Excavating material by using labour enhanced methods of construction:"]
[]
["6.4","Natural gravel and sand materials","m³",500,750,{"v":375000,"d":"R375,000.00"}]
[]
[null,"Stockpiling of road layer materials:"]
[]
["6.5","Natural gravel material","m³",{"$f":"SUM(D276:D282)","v":10000},55,{"v":550000,"d":"R550,000.00"}]
[]
[]
[]
[]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F239:F260)","v":{"v":1725000,"d":"R1,725,000.00"}}]
[]
[]
["7.0 COMMERCIAL MATERIALS "]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Notes:"]
[]
[null,"This Bill covers supply and delivery only of all material"]
[]
[null,"All materials to be tested by SANAS-accredited laboratory prior to delivery on site"]
[]
[null,"No material to be delivered without written approval from Eskom's Engineer"]
[]
[null,"Granular Materials"]
[]
["7.1","G7 quality gravel","m³",3000]
[]
["7.2","G6 Gravel quality gravel","m³",1000]
[]
["7.3","G5 Gravel for C4 Base Layer ","m³",3000]
[]
["7.4","G5 Gravel for Wearing Course ","m³",3000]
[]
[null,"Stabilisation Materials"]
[]
["7.5","Supply Portland composite cement CEM II 32.5N for C4 chemical stabilisation","t",100]
[]
[null,"Bituminous Materials"]
[]
["7.6","Supply CAT 65 spray-grade bituminous emulsion (SS60) for fog spray application","t",2.5]
[]
[null,"Laydown Area Materials"]
[]
["7.7","Supply and haul to site well-graded clean river sand for 25mm bedding layer in laydown area","m³",30]
[]
["7.8","Supply 60mm interlocking concrete block pavers; compliant with SANS 1058; Class 30/2.0 MPa (compressive/tensile strength); Type Class S-A (interlocking on all sides) ","m2",1000]
[]
["7.9","Supply precast concrete kerbs (E1 profile - 75x150) for edge restraints along perimeter of laydown area ","m",130]
[]
["7.10","Supply ready-mix concrete 20MPa for kerb bedding and backing to precast concrete kerbs ","m³",5]
[]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F266:F302)","v":0}]
[]
["8.0 ROADBED"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"ROADBED PREPARATION"]
[null,"Notes:"]
[]
[]
["8.1","In-situ treatment by ripping and re-compaction to a minimum of 90% Mod AASHTO","m³",3000,75,{"$f":"D311*E311","v":{"v":225000,"d":"R225,000.00"}}]
[]
["8.2","Construction of roadbed comprising a pioneer layer","m³",1500,450,{"v":675000,"d":"R675,000.00"}]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F307:F314)","v":{"v":900000,"d":"R900,000.00"}}]
[]
["9.0 ROAD PAVEMENT LAYERS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"ROAD PAVEMENT LAYERS"]
[]
[null,"Notes:"]
[null,"This Bill covers placing, compacting of G7 selected layer, G6 subbase layer, G5 wearing course and fog spray"]
[]
[null,"All layers to be proof rolled after compaction by Contractor's Engineer prior to placing next layer"]
[]
["9.1","Compiling and implementing M&U plans for the construction of all the pavement layers","No",3,10000,{"$f":"D326*E326","v":{"v":30000,"d":"R30,000.00"}}]
[]
[null,"Construction of pavement layers:"]
[]
[null,"Roadway"]
[]
["9.2","Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",2000]
[]
["9.3","Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",2000]
[]
["9.4","Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",2000]
[]
[null,"Tarpaulin Removal Area and Staging Area"]
[]
["9.5","Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",1100]
[]
["9.6","Upper G6 selected subgrade layer (150mm) compacted to 95% Mod AASHTO","m³",1100]
[]
["9.7","Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",1100]
[]
["9.8","Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",1100]
[]
[null,"Laydown Area"]
[]
["9.9","Lower G5 subbase gravel layer (unstabilised) (200mm) compacted to 95% Mod AASHTO","m³",200]
[]
[null,"Bituminous fog spray"]
[]
["9.10","Application of bituminous fog spray (SS60) at 1%–1.5% by mass of dry aggregate over G5 wearing course; spray content verified and approved by Contractor's Engineer. ","m²",3000]
[]
[]
[]
[" Total Carried Forward Summary",{"$nulls":4},{"$f":"SUM(F319:F357)","v":{"v":30000,"d":"R30,000.00"}}]
[]
["10.0 STABILISATION"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"STABILISATION"]
[]
[null,"Notes:"]
[]
[null,"This Bill covers mixing, placing and compacting of C4 chemically stabilised base layer only"]
[]
[null,"Material supply (G5 gravel and CEM II cement) covered elsewhere"]
[]
[null,"Minimum 7-day curing period to be allowed for all C4 layers before placing wearing course"]
[]
[null,"Chemical stabilisation:"]
[]
["10.1","Chemical stabilisation of 150mm C4 base layer","m³",3000,20,{"$f":"D374*E374","v":{"v":60000,"d":"R60,000.00"}}]
[]
[null,"Cementitious stabilisation agents for pavement layers:"]
[]
["10.2","Addition of cementitious stabilisation agents for pavement layers and spreading the agent using bags and labour enhancement methods:"]
[]
["10.3","Cement (for subbase layer)","t",100,200,{"$f":"D380*E380","v":{"v":20000,"d":"R20,000.00"}}]
[]
["10.4","Provision and application of water for curing","kℓ",250,40,{"v":10000,"d":"R10,000.00"}]
[]
[]
[" Total Carried Forward Summary",{"$nulls":4},{"$f":"SUM(F362:F384)","v":{"v":90000,"d":"R90,000.00"}}]
[]
[]
["11.0 SEGMENTAL BLOCK PAVING LAYERS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"SEGMENTAL BLOCK PAVING LAYERS"]
[]
[null,"Notes:"]
[]
[null,"Applies to laydown area only (1 000 m²) "]
[]
[null,"Runoff directed to perimeter drains at 2% - 3% crossfall "]
[]
[null,"Provision and application of approved herbicide and ant poison:"]
[]
["11.1","Provision of materials","Sum",1]
[]
["11.2","Contractor’s charges and profit added to the prime cost sum","%",10]
[]
[null,"Interlocking Concrete Block Pavers"]
[]
["11.3","Lay 60mm interlocking concrete block pavers(Class 30/2.0 MPa; Type Class S-A) to approved laying pattern over entire laydown area, fill all joints with fine dry sand - compliant with SANS 1058 ","m²",200]
[]
[null,"Concrete Kerb Edge Restraints"]
[]
["11.4","Lay precast concrete kerbs (E1 profile) as edge restraints along entire perimeter of laydown area; lay in 20MPa concrete bedding and backing on subgrade to confine block pavers","m",130]
[]
[null,"Re-sanding of joints in segmental block paving:"]
[]
["11.5","Concrete block paving (60mm Class 30/2.0MPa, Type S-A)","m²",200,20,{"$f":"D414*E414","v":{"v":4000,"d":"R4,000.00"}}]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F411:F415)","v":{"v":4000,"d":"R4,000.00"}}]
[]
[]
["12.0 LANDSCAPING AND PLANTING PLANTS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"LANDSCAPING AND PLANTING PLANTS"]
[]
[null,"3 indigenous trees to be planted for every tree removed during clearing and grubbing "]
[]
[null,"Tree species: White Stinkwood, Yellowwood or Camelthorn in 45–50 litre containers"]
[]
[null,"All tree planting positions to be identified by Eskom Environmental representative "]
[]
[null,"Re-vegetation of disturbed areas to use locally indigenous grass species approved by Eskom Environmental representative"]
[]
[null,"Provisional tree quantity based on estimated clearing area — to be confirmed after clearing and grubbing"]
[]
[null,"Indigenous Tree Planting"]
[]
["12.1","Supply and plant White Stinkwood, Yellowwood or Camelthorn in 45–50 litre containers at positions identified by Eskom Environmental representative","No",60]
[]
["12.2","Shaping of roadside embankments","m²",{"$f":"800*5*2","v":8000},20,{"$f":"D437*E437","v":{"v":160000,"d":"R160,000.00"}}]
[]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F421:F439)","v":{"v":160000,"d":"R160,000.00"}}]
[]
["13.0 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
[null,"Notes:"]
[]
[null,"All finishing operations to be carried out to the satisfaction of Eskom's Engineer "]
[]
[null,"All temporary works areas and stockpile areas to be reinstated to original or otherwise acceptable condition"]
[]
[null,"All surplus and waste material to be removed to approved spoil sites identified and provided by the Contractor"]
[]
[null,"Final Road Finishing - New Road"]
[]
["13.1","Final road finishing entire site: trim and clear completed carriageway, shoulders and road reserve of all surplus material, boulders, debris, unwanted vegetation,construction waste; shape all shoulders to drain freely away from carriageway edge; all to the satisfaction of Eskom's Engineer ","Sum",1]
[]
[null,"Road Signs - New Road"]
[]
["13.2","Supply, deliver and install R201 Regulatory Speed Limit 30 km/h sign Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment depth; vertically and horizontally levelled; compliant with SARTSM ","No",4]
[]
["13.3","Supply, deliver and install R1 STOP sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM","No",4]
[]
["13.4","Supply, deliver and install R4.1 One-Way Left regulatory sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM ","No",1]
[]
["13.5","Supply, deliver and install R4.2 One-Way Right regulatory sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM ","No",2]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F444:F467)","v":0}]
[]
[]
["14.0 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
[null,"Notes:"]
[]
[null,"All testing to be performed by SANAS-accredited laboratory "]
[]
[null,"All test results to be submitted to Contractor's Engineer for approval and to Eskom's Engineer for acceptance before next layer is placed"]
[]
[null,"No material to be delivered to site without written approval of test results by Eskom's Engineer"]
[]
[null,"All costs for SANAS-accredited laboratory establishment are covered in Bill Preliminaries and General"]
[]
[null,"Material Compliance Testing (Laboratory - Pre-Delivery)"]
[]
["14.1","Full compliance test set on G5 gravel wearing course material per batch","No",4]
[]
["14.2","Full compliance test set on G5 gravel material per batch","No",4]
[]
["14.3","Full compliance test set on G6 gravel material batch","No",4]
[]
["14.4","Full compliance test set on G7 gravel batch","No",4]
[]
[null,"Field Testing"]
[]
["14.5","Field density test on subgrade — laydown area ","No",3]
[]
["14.6","Field density test on subgrade — Staging area","No",6]
[]
["14.7","Field density test on subgrade — Tarpaulin removal area","No",3]
[]
["14.8","Field density test on subgrade — Roadway","No",12]
[]
["14.9","Field density test on G7 selected layer — Staging area","No",6]
[]
["14.10","Field density test on G7 selected layer — Tarpaulin removal area","No",3]
[]
["14.11","Field density test on G7 layer — Roadway","No",12]
[]
["14.12","Field density test on G6 layer -  Tarpaulin removal area","No",3]
[]
["14.13","Field density test on G6 layer -  Staging area","No",6]
[]
["14.14","Field density test on G5 base — laydown area ","No",3]
[]
["14.15","Field density test on C4 layer — Roadway","No",12]
[]
["14.16","Field density test on C4 layer -  Tarpaulin removal area","No",6]
[]
["14.17","Field density test on C4 layer -  Staging area","No",6]
[]
["14.18","Field density test on G5 wearing course — Roadway","No",12]
[]
["14.19","Field density test on G5 wearing course -  Tarpaulin removal area","No",3]
[]
["14.20","Field density test on G5 wearing course -  Staging area","No",6]
[]
[null,"Laboratory Testing"]
[]
[null,"Collect and sample for laboratory testing:"]
[]
["14.21","G7 gravel samples","No",10]
[]
["14.22","G6 gravel samples","No",3]
[]
["14.23","G5 gravel samples","No",3]
[]
["14.24","G5 wearing course samples","No",10]
[]
["14.25","C4 layer samples","No",10]
[]
[null,"Proof Rolling"]
[]
["14.26","Proof rolling of subgrade and each compacted pavement layer using approved loaded roller under supervision of Contractor's Engineer to identify weak spots prior to placing next layer","Sum",1]
[]
[null,"Provisional Additional Testing"]
[]
["14.27","Additional tests requested by Eskom's Engineer beyond those listed in this Bill","Sum",1]
[]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F469:F551)","v":0}]
[]
[]
["SUMMARY OF SECTIONS"]
[null,"Description"," "," "," ","Amount R"]
[null,"1.0 PRELIMINARIES AND GENERAL","Sum",null,null,{"$f":"F110","v":{"v":1484970.1,"d":"R1,484,970.10"}}]
[]
[null,"2.0 ACCOMMODATION OF TRAFFIC","Sum",null,null,{"$f":"F140","v":0}]
[]
[null,"3.0 CLEARING AND GRUBBING","Sum",null,null,{"$f":"F169","v":{"v":405000,"d":"R405,000.00"}}]
[]
[null,"4.0 DRAINS","Sum",null,null,{"$f":"F200","v":{"v":24,"d":"R24.00"}}]
[]
[null,"5.0 CULVERTS","Sum",null,null,{"$f":"F235","v":{"v":16750,"d":"R16,750.00"}}]
[]
[null,"6.0 EXCAVATION","Sum",null,null,{"$f":"F261","v":{"v":1725000,"d":"R1,725,000.00"}}]
[]
[null,"7.0 COMMERCIAL MATERIALS ","Sum",null,null,{"$f":"F303","v":0}]
[]
[null,"8.0 ROADBED","Sum",null,null,{"$f":"F315","v":{"v":900000,"d":"R900,000.00"}}]
[]
[null,"9.0 ROAD PAVEMENT LAYERS","Sum",null,null,{"$f":"F358","v":{"v":30000,"d":"R30,000.00"}}]
[]
[null,"10.0 STABILISATION","Sum",null,null,{"$f":"F385","v":{"v":90000,"d":"R90,000.00"}}]
[]
[null,"11.0 SEGMENTAL BLOCK PAVING LAYERS","Sum",null,null,{"$f":"F416","v":{"v":4000,"d":"R4,000.00"}}]
[]
[null,"12.0 LANDSCAPING AND PLANTING PLANTS","Sum",null,null,{"$f":"F440","v":{"v":160000,"d":"R160,000.00"}}]
[]
[null,"13.0 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS","Sum",null,null,{"$f":"F468","v":0}]
[]
[null,"14.0 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP","Sum",null,null,{"$f":"F552","v":0}]
[]
[null,"   SUBTOTAL",{"$nulls":3},{"$f":"SUM(F557:F584)","v":{"v":4815744.1,"d":"R4,815,744.10"}}]

{"sheet":"BOQ","index":2,"n_rows":582,"n_cols":6,"rows_kept":582,"merged":[[0,0,0,5],[54,6,56,6]]}
[]
["1.0 PRELIMINARIES AND GENERAL"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[]
[null,"The Contractor's general obligations:"]
[]
[null,"Fixed-Charge and Value Related Items"]
[]
[null,"Site Establishment"]
[null,"Establishment of site offices, ablutions, secure storage, and utility connections."]
[]
["1.1","Transport of all plant and equipment to site","Once Off",1]
[]
["1.2","Site offices, ablutions, changing room, eating area, storage and signage","Once Off",1]
[]
["1.3","Temporary utillity connections","Once Off",1]
[]
[null,"Safety:"]
[]
[null,"SHE REQUIREMENTS (Compliance with Eskom induction and safety, health and environmental requirements)"]
[]
[null,"Items listed are indicative minimums only. Final PPE selection must be confirmed through a site-specific OHS Risk Assessment as required by the OHS Act No. 85 of 1993 and Section 3.1.2 of Eskom PPE Standard 240-44175132."]
[]
["1.4","Health and safety file","Once Off",1]
[]
["1.5","Occupational health medicals (pre-employment)","No",30]
[]
["1.6","Police Clearance Certificates (SAPS)","No",30]
[]
["1.7","Hard hat (white, industrial, SABS mark), with adjustable 3-point webbing chin strap, shortened peak per Section 3.13.1, compliant with SANS 139","No",30]
[]
["1.8","Sun brim for hard hat, navy blue, 100% cotton flame retardant D59, minimum 90mm brim per Section 3.13.2","No",30]
[]
["1.9","General safety boots, steel/carbon fibre toe, full grain leather, dark brown, oil/slip/heat resistant, SABS SANS 20345","No",30]
[]
["1.10","Reflective vest (fluorescent orange-red, for \"Employee at Work\" category), minimum 50mm retro-reflective tape, SANS 50471 compliant per Section 3.10","No",30]
[]
["1.11","Dust mask FFP2 with valve, disposable, EN 149:2001+A1 2009 FFP2 NR D, protection factor 10x WEL per Section 3.19.1","No",30]
[]
["1.12","Safety spectacles/goggles, impact/dust resistant, anti-fog, anti-scratch, ANSI Z87.1 and CE-EN 166 compliant per Section 3.14.3","No",30]
[]
["1.13","Hearing protection — disposable foam earplugs, corded, 32 NRR ANSI, slow expanding PU foam per Section 3.15","No",30]
[]
["1.14","Hearing protection — earmuffs, dielectric construction, SNR 30 NRR 28, CE compliant per Section 3.15","No",30]
[]
["1.15","Two-piece boiler suit, navy blue (Pantone 19_3920), pre-shrunk 100% cotton D59, flame & acid retardant SANS 1423-1 class C cat 1, reflective strips, SANS ","No",30]
[]
["1.16","General purpose gloves, cut-resistant, micro-foam nitrile coated, EN 388 minimum level 3 cut resistance per Section 3.17.2","No",30]
[]
["1.17","Socks, non-conductive, anti-static, anti-bacterial, 72-75% cotton/poly/silver fibre per Section 3.16.9","No",30]
[]
["1.18","Gumboots, solid rubber/PU, black, protective toe cap, acid/oil resistant, SANS 20345 per Section 3.16.7","No",30]
[]
["1.19","Provision of reflective safety vests for visitors","No",5]
[]
["1.20","Provision of hard hats for visitors","No",5]
[]
[null,"Survey, Setting Out & Design"]
[]
["1.21","Detailed topographical survey of entire site including setting out, establishment of control points and demarcation of road alignment and centreline ","Sum",1]
[]
["1.22","Preparation, submission and approval of Geometric and Stormwater Design Report (PDF, DWG and A0 hardcopies), signed by ECSA Pr.Eng","Sum",1]
[]
["1.23","Preparation and submission of As-built Drawings (PDF, DWG compatible with Bentley MicroStation and A0 hardcopies) signed by Contractor's Engineer on completion","Sum",1]
[]
["1.24","Preparation and submission of Rubicon Toolbox Pavement Design Verification Report including capacity analysis, traffic loading, climate and material properties, signed by ECSA Pr.Eng","Sum",1]
[]
[null,"Documentation & Compliance"]
[]
["1.25","Preparation and submission of Skills Transfer and Training documentation including attendance records and topics covered","Sum",1]
[]
["1.26","Preparation, submission and approval of Quality Control Plan (QCP) prior to commencement of works ","Sum",1]
[]
["1.27","Obtaining, submitting and managing all Telkom and other service provider wayleave approvals including liaison, relocation of poles and raising of overhead cables ","Sum",1]
[]
["1.28","Preparation and submission of Material and Test Summary Dossier (comprehensive laboratory and field test results in PDF format) ","Sum",1]
[]
["1.29","Preparation and submission of Rehabilitation and Environmental Compliance Report signed by Eskom Environmental Officer and Contractor's Engineer","Sum",1]
[]
["1.30","Appointment of SANAS-accredited laboratory for all material testing and field density testing for the full duration of the works","Sum",1]
[]
["1.31","Site De-establishment","Once Off",1]
[]
["1.32","Transport of all plant and equipment off site","Once Off",1]
[]
["1.33","Exit medicals","Once Off",1]
[]
[null,"Time-related obligations - Contractual Requirements"]
[]
[null,"Environmental Management:"]
[]
["1.34","Monitoring of compliance with and reporting on the EMP","Month",12]
[]
[]
[null,"Monthly running cost of site offices, ablutions, secure storage, and utility connections."]
[]
["1.35","Site offices, ablutions, change room, eating area and storage - monthly rental/maintenance","Month",12]
[]
["1.36","Temporary utillity connections","Month",12]
[]
["1.37","ECSA Professionally Registered Engineer (Pr.Eng), minimum 5 years road construction and maintenance experience post-registration","Month",12]
[]
["1.38","Construction Manager","Month",12]
[]
["1.39","Health and Safety Officer","Month",12]
[]
["1.40","Site Agent/Supervisor","Month",12]
[]
[" Total Carried Forward To Summary"]
[]
[]
["2.0 ACCOMMODATION OF TRAFFIC"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Establishment of Traffic Accomodation"]
[]
["2.1","Preparation, submission and approval of traffic control plan prior to commencement of works ","Sum",1]
[]
["2.2","Supply, erect and commission all temporary road signs, cones, delineators, traffic stations and associated traffic control measures  at all construction zones along the access road and intersections; compliant with SARTSM for pedestrians, vehicular traffic and non-motorised traffic","Sum",1]
[]
["2.3","Flagmen","Month",12]
[]
["2.4","Traffic controllers","Month",12]
[]
["2.5","Traffic safety officer","Month",12]
[]
["2.6","Traffic safety vehicle","Month",12]
[]
[null,"Additional traffic accommodation facilities ordered by the Engineer:"]
[]
["2.7","Provision of additional traffic accommodation facilities","Sum",1]
[]
["2.8","Liaison with traffic authorities ","Month",12]
[]
[null,"Destablishment of Traffic Accomodation"]
[]
["2.9","Remove, dismantle and clear all temporary traffic signs, cones, barriers, delineators and solid barricading from site on completion of works; reinstate road shoulders and verges disturbed by traffic accommodation to acceptable condition","Sum",1]
[]
[]
[" Total Carried Forward To Summary"]
[]
[]
["3.0 CLEARING AND GRUBBING"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Clearing and Grubbing"]
[]
[null,"Notes:"]
[]
[null,"All cleared material and surplus topsoil to be removed to approved spoil sites identified and provided by the Contractor"]
[]
[null,"All costs for loading, hauling and tipping to approved spoil sites to be included in respective item rates"]
[]
[null,"Clearing and Grubbing - Greenfield Operational Areas"]
[]
["3.1","Clear and grub new tarpaulin removal area; includes all vegetation, debris, trees and obstructions ","m2",3000]
[]
["3.2","Clear and grub new staging area  ","m2",4000]
[]
["3.3","Clear and grub laydown area ","m2",1000]
[]
[null,"Removal and grubbing of large trees and tree stumps:"]
[]
["3.4","Girth equal to or exceeding 1,0 m up to and including 2,0 m (quantities are provisional)","No",20]
[]
[null,"Existing services location, detection and verification:"]
[]
["3.5","Using hand excavation to locate, expose and verify services","m³",500]
[]
[" Total Carried Forward"]
[]
["4.0 DRAINS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Notes:"]
[null,"All drain types, positions, gradients and dimensions to be confirmed by Contractor's approved Geometric and Stormwater Design Report signed by ECSA Pr.Eng"]
[]
[null,"All stormwater drainage to connect to Arnot Power Station CSY drainage network "]
[]
[null,"All drains to achieve continuous uniform fall free from ponding and obstructions"]
[]
[null,"Stone pitching to comply with COTO (2020) grouted stone pitching specification"]
[]
[null,"Trapezoidal Earth Side Drains"]
[]
["4.1","Excavate, shape and compact trapezoidal earth side drains along both sides of new road carriageway; achieve continuous, uniform fall free from ponding and obstructions; spread and compact suitable excess material on adjacent embankments; connect to CSY drainage network","m³",2500]
[]
[null,"Mitre Drains"]
[]
["4.2","Construct mitre drains at approximately 50m intervals along both sides of the road, tarpaulin removal area, laydown area and staging area, or at natural low points; at angle of approximately 30° downslope from side drain to efficiently discharge surface runoff into surrounding natural ground without causing erosion as per. Rate includes all excavation, shaping and finishing to neat uniform profile","No",10]
[]
[null,"Stone Pitched Aprons"]
[]
["4.3","Construct grouted stone-pitched aprons at mitre drain discharge points where erosion potential is high; supply stone, mortar grouting and all finishing to neat appearance as per. Rate includes all materials, labour and grouting","m2",70]
[]
[null,"CSY Drainage Network Connection "]
[]
["4.4","Connect completed stormwater drainage system to Arnot Power Station Coal Stockyard drainage network; including all excavation, pipework, connections, structures and all associated works required.","Sum",1]
[]
["4.5","Loading and hauling of material in excess of 1,0 km","m³-km",3]
[]
[" Total Carried Forward To Summary"]
[]
["5.0 CULVERTS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"CULVERTS"]
[null,"Notes:"]
[null,"All culvert types, sizes and positions to be confirmed by Contractor's approved Geometric and Stormwater Design Report"]
[]
[null,"Stone pitching to comply with COTO (2020)"]
[]
[null,"Backfill to be compacted to minimum 90% Mod AASHTO density"]
[]
[null,"The rate for culvert structural members shall be inclusive of all materials including reinforcement"]
[]
[null,"Quantities are provisional pending geometric and stormwater design"]
[]
["5.1","Excavation for culvert structures to required depth and width; trim and shape invert; batter sides where necessary to prevent collapse; dispose of surplus material to approved spoil sites","m³",70]
[]
["5.2","Backfill using imported G5 quality gravel material from commercial source, in layers not exceeding 150mm; compact to minimum 90% Mod AASHTO","m³",25]
[]
[null,"Concrete pipe culverts:"]
[]
["5.3","Supply and install precast concrete pipe culvert, DN300 (spigot-and-socket with elastomeric seal, SANS 986/677 compliant), laid to line and level. Item includes all pipe sections and jointing materials for one completed road crossing","m",200]
[]
["5.4","Provide and lay granular Class B bedding and haunching to culvert pipes","m",200]
[]
["5.5","Construct in-situ reinforced concrete headwalls and wingwalls to all culverts; including all excavation, formwork, steel reinforcement","No",20]
[]
["5.6","Construct grouted stone pitching at culvert inlets and outlets to prevent scouring; compliant with COTO (2020)","m2",70]
[]
["5.7","Geotextile separator (Class A2/A3) under mitre drain aprons","m2",70]
[]
["5.8","Loading and hauling of material in excess of 1.0km arising from culvert excavations and associated works","m³",70]
[]
[]
[" Total Carried Forward Summary"]
[]
["6.0 EXCAVATION"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"EXCAVATION"]
[]
[null,"Excavating material by using conventional road construction equipment,  to spoil in sites designated by the Contractor"]
[]
["6.1","Natural gravel and sand materials","m³",10000]
[]
["6.2","Coarse fill and rock fill","m³",1000]
[]
["6.3","Removal of oversize material","m³",1500]
[]
[null,"Excavating material by using labour enhanced methods of construction:"]
[]
["6.4","Natural gravel and sand materials","m³",500]
[]
[null,"Stockpiling of road layer materials:"]
[]
["6.5","Natural gravel material","m³",{"$f":"SUM(D274:D280)","v":10000}]
[]
[]
[]
[" Total Carried Forward To Summary"]
[]
[]
["7.0 COMMERCIAL MATERIALS "]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Notes:"]
[]
[null,"This Bill covers supply and delivery only of all material"]
[]
[null,"All materials to be tested by SANAS-accredited laboratory prior to delivery on site"]
[]
[null,"No material to be delivered without written approval from Eskom's Engineer"]
[]
[null,"Granular Materials"]
[]
["7.1","G7 quality gravel","m³",3000]
[]
["7.2","G6 Gravel quality gravel","m³",1000]
[]
["7.3","G5 Gravel for C4 Base Layer ","m³",3000]
[]
["7.4","G5 Gravel for Wearing Course ","m³",3000]
[]
[null,"Stabilisation Materials"]
[]
["7.5","Supply Portland composite cement CEM II 32.5N for C4 chemical stabilisation","t",100]
[]
[null,"Bituminous Materials"]
[]
["7.6","Supply CAT 65 spray-grade bituminous emulsion (SS60) for fog spray application","t",2.5]
[]
[null,"Laydown Area Materials"]
[]
["7.7","Supply and haul to site well-graded clean river sand for 25mm bedding layer in laydown area","m³",30]
[]
["7.8","Supply 60mm interlocking concrete block pavers; compliant with SANS 1058; Class 30/2.0 MPa (compressive/tensile strength); Type Class S-A (interlocking on all sides) ","m2",1000]
[]
["7.9","Supply precast concrete kerbs (E1 profile - 75x150) for edge restraints along perimeter of laydown area ","m",130]
[]
["7.10","Supply ready-mix concrete 20MPa for kerb bedding and backing to precast concrete kerbs ","m³",5]
[]
[]
[" Total Carried Forward To Summary"]
[]
["8.0 ROADBED"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"ROADBED PREPARATION"]
[null,"Notes:"]
[]
[]
["8.1","In-situ treatment by ripping and re-compaction to a minimum of 90% Mod AASHTO","m³",3000]
[]
["8.2","Construction of roadbed comprising a pioneer layer","m³",1500]
[]
[" Total Carried Forward To Summary"]
[]
["9.0 ROAD PAVEMENT LAYERS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"ROAD PAVEMENT LAYERS"]
[]
[null,"Notes:"]
[null,"This Bill covers placing, compacting of G7 selected layer, G6 subbase layer, G5 wearing course and fog spray"]
[]
[null,"All layers to be proof rolled after compaction by Contractor's Engineer prior to placing next layer"]
[]
["9.1","Compiling and implementing M&U plans for the construction of all the pavement layers","No",3]
[]
[null,"Construction of pavement layers:"]
[]
[null,"Roadway"]
[]
["9.2","Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",2000]
[]
["9.3","Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",2000]
[]
["9.4","Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",2000]
[]
[null,"Tarpaulin Removal Area and Staging Area"]
[]
["9.5","Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",1100]
[]
["9.6","Upper G6 selected subgrade layer (150mm) compacted to 95% Mod AASHTO","m³",1100]
[]
["9.7","Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",1100]
[]
["9.8","Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",1100]
[]
[null,"Laydown Area"]
[]
["9.9","Lower G5 subbase gravel layer (unstabilised) (200mm) compacted to 95% Mod AASHTO","m³",200]
[]
[null,"Bituminous fog spray"]
[]
["9.10","Application of bituminous fog spray (SS60) at 1%–1.5% by mass of dry aggregate over G5 wearing course; spray content verified and approved by Contractor's Engineer. ","m²",3000]
[]
[]
[]
[" Total Carried Forward Summary"]
[]
["10.0 STABILISATION"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"STABILISATION"]
[]
[null,"Notes:"]
[]
[null,"This Bill covers mixing, placing and compacting of C4 chemically stabilised base layer only"]
[]
[null,"Material supply (G5 gravel and CEM II cement) covered elsewhere"]
[]
[null,"Minimum 7-day curing period to be allowed for all C4 layers before placing wearing course"]
[]
[null,"Chemical stabilisation:"]
[]
["10.1","Chemical stabilisation of 150mm C4 base layer: Addition of cementitious stabilisation agents for pavement layers and spreading the agent using bags and labour enhancement methods","m³",3000]
[]
[null,"Cementitious stabilisation agents for pavement layers:"]
[]
[10.2,"Cement (for subbase layer)","t",100]
[]
["10.3","Provision and application of water for curing","kℓ",250]
[]
[]
[" Total Carried Forward Summary"]
[]
[]
["11.0 SEGMENTAL BLOCK PAVING LAYERS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"SEGMENTAL BLOCK PAVING LAYERS"]
[]
[null,"Notes:"]
[]
[null,"Applies to laydown area only (1 000 m²) "]
[]
[null,"Runoff directed to perimeter drains at 2% - 3% crossfall "]
[]
[null,"Provision and application of approved herbicide and ant poison:"]
[]
["11.1","Provision of materials","Sum",1]
[]
["11.2","Contractor’s charges and profit added to the prime cost sum","%",10]
[]
[null,"Interlocking Concrete Block Pavers"]
[]
["11.3","Lay 60mm interlocking concrete block pavers(Class 30/2.0 MPa; Type Class S-A) to approved laying pattern over entire laydown area, fill all joints with fine dry sand - compliant with SANS 1058 ","m²",200]
[]
[null,"Concrete Kerb Edge Restraints"]
[]
["11.4","Lay precast concrete kerbs (E1 profile) as edge restraints along entire perimeter of laydown area; lay in 20MPa concrete bedding and backing on subgrade to confine block pavers","m",130]
[]
[null,"Re-sanding of joints in segmental block paving:"]
[]
["11.5","Concrete block paving (60mm Class 30/2.0MPa, Type S-A)","m²",200]
[]
[" Total Carried Forward To Summary"]
[]
[]
["12.0 LANDSCAPING AND PLANTING PLANTS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"LANDSCAPING AND PLANTING PLANTS"]
[]
[null,"3 indigenous trees to be planted for every tree removed during clearing and grubbing "]
[]
[null,"Tree species: White Stinkwood, Yellowwood or Camelthorn in 45–50 litre containers"]
[]
[null,"All tree planting positions to be identified by Eskom Environmental representative "]
[]
[null,"Re-vegetation of disturbed areas to use locally indigenous grass species approved by Eskom Environmental representative"]
[]
[null,"Provisional tree quantity based on estimated clearing area — to be confirmed after clearing and grubbing"]
[]
[null,"Indigenous Tree Planting"]
[]
["12.1","Supply and plant White Stinkwood, Yellowwood or Camelthorn in 45–50 litre containers at positions identified by Eskom Environmental representative","No",75]
[]
["12.2","Shaping of roadside embankments","m²",8000]
[]
[]
[" Total Carried Forward To Summary"]
[]
["13.0 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
[null,"Notes:"]
[]
[null,"All finishing operations to be carried out to the satisfaction of Eskom's Engineer "]
[]
[null,"All temporary works areas and stockpile areas to be reinstated to original or otherwise acceptable condition"]
[]
[null,"All surplus and waste material to be removed to approved spoil sites identified and provided by the Contractor"]
[]
[null,"Final Road Finishing - New Road"]
[]
["13.1","Final road finishing entire site: trim and clear completed carriageway, shoulders and road reserve of all surplus material, boulders, debris, unwanted vegetation,construction waste; shape all shoulders to drain freely away from carriageway edge; all to the satisfaction of Eskom's Engineer ","Sum",1]
[]
[null,"Road Signs - New Road"]
[]
["13.2","Supply, deliver and install R201 Regulatory Speed Limit 30 km/h sign Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment depth; vertically and horizontally levelled; compliant with SARTSM ","No",4]
[]
["13.3","Supply, deliver and install R1 STOP sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM","No",4]
[]
["13.4","Supply, deliver and install R4.1 One-Way Left regulatory sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM ","No",1]
[]
["13.5","Supply, deliver and install R4.2 One-Way Right regulatory sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM ","No",2]
[]
[" Total Carried Forward To Summary"]
[]
[]
["14.0 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
[null,"Notes:"]
[]
[null,"All testing to be performed by SANAS-accredited laboratory "]
[]
[null,"All test results to be submitted to Contractor's Engineer for approval and to Eskom's Engineer for acceptance before next layer is placed"]
[]
[null,"No material to be delivered to site without written approval of test results by Eskom's Engineer"]
[]
[null,"All costs for SANAS-accredited laboratory establishment are covered in Bill Preliminaries and General"]
[]
[null,"Material Compliance Testing (Laboratory - Pre-Delivery)"]
[]
["14.1","Full compliance test set on G5 gravel wearing course material per batch","No",4]
[]
["14.2","Full compliance test set on G5 gravel material per batch","No",4]
[]
["14.3","Full compliance test set on G6 gravel material batch","No",4]
[]
["14.4","Full compliance test set on G7 gravel batch","No",4]
[]
[null,"Field Testing"]
[]
["14.5","Field density test on subgrade — laydown area ","No",3]
[]
["14.6","Field density test on subgrade — Staging area","No",6]
[]
["14.7","Field density test on subgrade — Tarpaulin removal area","No",3]
[]
["14.8","Field density test on subgrade — Roadway","No",12]
[]
["14.9","Field density test on G7 selected layer — Staging area","No",6]
[]
["14.10","Field density test on G7 selected layer — Tarpaulin removal area","No",3]
[]
["14.11","Field density test on G7 layer — Roadway","No",12]
[]
["14.12","Field density test on G6 layer -  Tarpaulin removal area","No",3]
[]
["14.13","Field density test on G6 layer -  Staging area","No",6]
[]
["14.14","Field density test on G5 base — laydown area ","No",3]
[]
["14.15","Field density test on C4 layer — Roadway","No",12]
[]
["14.16","Field density test on C4 layer -  Tarpaulin removal area","No",6]
[]
["14.17","Field density test on C4 layer -  Staging area","No",6]
[]
["14.18","Field density test on G5 wearing course — Roadway","No",12]
[]
["14.19","Field density test on G5 wearing course -  Tarpaulin removal area","No",3]
[]
["14.20","Field density test on G5 wearing course -  Staging area","No",6]
[]
[null,"Laboratory Testing"]
[]
[null,"Collect and sample for laboratory testing:"]
[]
["14.21","G7 gravel samples","No",10]
[]
["14.22","G6 gravel samples","No",3]
[]
["14.23","G5 gravel samples","No",3]
[]
["14.24","G5 wearing course samples","No",10]
[]
["14.25","C4 layer samples","No",10]
[]
[null,"Proof Rolling"]
[]
["14.26","Proof rolling of subgrade and each compacted pavement layer using approved loaded roller under supervision of Contractor's Engineer to identify weak spots prior to placing next layer","Sum",1]
[]
[null,"Provisional Additional Testing"]
[]
["14.27","Additional tests requested by Eskom's Engineer beyond those listed in this Bill","Sum",1]
[]
[]
[" Total Carried Forward To Summary"]
[]
[]
["SUMMARY OF SECTIONS"]
[null,"Description"," "," "," ","Amount R"]
[]
[null,"1.0 PRELIMINARIES AND GENERAL","Sum",null,null,{"$f":"F110","v":0}]
[]
[null,"2.0 ACCOMMODATION OF TRAFFIC","Sum",null,null,{"$f":"F140","v":0}]
[]
[null,"3.0 CLEARING AND GRUBBING","Sum",null,null,{"$f":"F169","v":0}]
[]
[null,"4.0 DRAINS","Sum",null,null,{"$f":"F200","v":0}]
[]
[null,"5.0 CULVERTS","Sum",null,null,{"$f":"F235","v":0}]
[]
[null,"6.0 EXCAVATION","Sum",null,null,{"$f":"F259","v":0}]
[]
[null,"7.0 COMMERCIAL MATERIALS ","Sum",null,null,{"$f":"F301","v":0}]
[]
[null,"8.0 ROADBED","Sum",null,null,{"$f":"F313","v":0}]
[]
[null,"9.0 ROAD PAVEMENT LAYERS","Sum",null,null,{"$f":"F356","v":0}]
[]
[null,"10.0 STABILISATION","Sum",null,null,{"$f":"F381","v":0}]
[]
[null,"11.0 SEGMENTAL BLOCK PAVING LAYERS","Sum",null,null,{"$f":"F412","v":0}]
[]
[null,"12.0 LANDSCAPING AND PLANTING PLANTS","Sum",null,null,{"$f":"F436","v":0}]
[]
[null,"13.0 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS","Sum",null,null,{"$f":"F464","v":0}]
[]
[null,"14.0 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP","Sum",null,null,{"$f":"F548","v":0}]
[]
[null,"   SUBTOTAL",{"$nulls":3},{"$f":"SUM(F554:F581)","v":0}]

{"sheet":"BOQ_grids","index":3,"n_rows":582,"n_cols":6,"rows_kept":582,"hidden":true,"merged":[[0,0,0,5],[54,6,56,6]]}
[]
["1.0 PRELIMINARIES AND GENERAL"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[]
[null,"The Contractor's general obligations:"]
[]
[null,"Fixed-Charge and Value Related Items"]
[]
[null,"Site Establishment"]
[null,"Establishment of site offices, ablutions, secure storage, and utility connections."]
[]
["1.1","Transport of all plant and equipment to site","Once Off",1]
[]
["1.2","Site offices, ablutions, changing room, eating area, storage and signage","Once Off",1]
[]
["1.3","Temporary utillity connections","Once Off",1]
[]
[null,"Safety:"]
[]
[null,"SHE REQUIREMENTS (Compliance with Eskom induction and safety, health and environmental requirements)"]
[]
[null,"Items listed are indicative minimums only. Final PPE selection must be confirmed through a site-specific OHS Risk Assessment as required by the OHS Act No. 85 of 1993 and Section 3.1.2 of Eskom PPE Standard 240-44175132."]
[]
["1.4","Health and safety file","Once Off",1]
[]
["1.5","Occupational health medicals (pre-employment)","No",30]
[]
["1.6","Police Clearance Certificates (SAPS)","No",30]
[]
["1.7","Hard hat (white, industrial, SABS mark), with adjustable 3-point webbing chin strap, shortened peak per Section 3.13.1, compliant with SANS 139","No",30]
[]
["1.8","Sun brim for hard hat, navy blue, 100% cotton flame retardant D59, minimum 90mm brim per Section 3.13.2","No",30]
[]
["1.9","General safety boots, steel/carbon fibre toe, full grain leather, dark brown, oil/slip/heat resistant, SABS SANS 20345","No",30]
[]
["1.10","Reflective vest (fluorescent orange-red, for \"Employee at Work\" category), minimum 50mm retro-reflective tape, SANS 50471 compliant per Section 3.10","No",30]
[]
["1.11","Dust mask FFP2 with valve, disposable, EN 149:2001+A1 2009 FFP2 NR D, protection factor 10x WEL per Section 3.19.1","No",30]
[]
["1.12","Safety spectacles/goggles, impact/dust resistant, anti-fog, anti-scratch, ANSI Z87.1 and CE-EN 166 compliant per Section 3.14.3","No",30]
[]
["1.13","Hearing protection — disposable foam earplugs, corded, 32 NRR ANSI, slow expanding PU foam per Section 3.15","No",30]
[]
["1.14","Hearing protection — earmuffs, dielectric construction, SNR 30 NRR 28, CE compliant per Section 3.15","No",30]
[]
["1.15","Two-piece boiler suit, navy blue (Pantone 19_3920), pre-shrunk 100% cotton D59, flame & acid retardant SANS 1423-1 class C cat 1, reflective strips, SANS ","No",30]
[]
["1.16","General purpose gloves, cut-resistant, micro-foam nitrile coated, EN 388 minimum level 3 cut resistance per Section 3.17.2","No",30]
[]
["1.17","Socks, non-conductive, anti-static, anti-bacterial, 72-75% cotton/poly/silver fibre per Section 3.16.9","No",30]
[]
["1.18","Gumboots, solid rubber/PU, black, protective toe cap, acid/oil resistant, SANS 20345 per Section 3.16.7","No",30]
[]
["1.19","Provision of reflective safety vests for visitors","No",5]
[]
["1.20","Provision of hard hats for visitors","No",5]
[]
[null,"Survey, Setting Out & Design"]
[]
["1.21","Detailed topographical survey of entire site including setting out, establishment of control points and demarcation of road alignment and centreline ","Sum",1]
[]
["1.22","Preparation, submission and approval of Geometric and Stormwater Design Report (PDF, DWG and A0 hardcopies), signed by ECSA Pr.Eng","Sum",1]
[]
["1.23","Preparation and submission of As-built Drawings (PDF, DWG compatible with Bentley MicroStation and A0 hardcopies) signed by Contractor's Engineer on completion","Sum",1]
[]
["1.24","Preparation and submission of Rubicon Toolbox Pavement Design Verification Report including capacity analysis, traffic loading, climate and material properties, signed by ECSA Pr.Eng","Sum",1]
[]
[null,"Documentation & Compliance"]
[]
["1.25","Preparation and submission of Skills Transfer and Training documentation including attendance records and topics covered","Sum",1]
[]
["1.26","Preparation, submission and approval of Quality Control Plan (QCP) prior to commencement of works ","Sum",1]
[]
["1.27","Obtaining, submitting and managing all Telkom and other service provider wayleave approvals including liaison, relocation of poles and raising of overhead cables ","Sum",1]
[]
["1.28","Preparation and submission of Material and Test Summary Dossier (comprehensive laboratory and field test results in PDF format) ","Sum",1]
[]
["1.29","Preparation and submission of Rehabilitation and Environmental Compliance Report signed by Eskom Environmental Officer and Contractor's Engineer","Sum",1]
[]
["1.30","Appointment of SANAS-accredited laboratory for all material testing and field density testing for the full duration of the works","Sum",1]
[]
["1.31","Site De-establishment","Once Off",1]
[]
["1.32","Transport of all plant and equipment off site","Once Off",1]
[]
["1.33","Exit medicals","Once Off",1]
[]
[null,"Time-related obligations - Contractual Requirements"]
[]
[null,"Environmental Management:"]
[]
["1.34","Monitoring of compliance with and reporting on the EMP","Month",12]
[]
[]
[null,"Monthly running cost of site offices, ablutions, secure storage, and utility connections."]
[]
["1.35","Site offices, ablutions, change room, eating area and storage - monthly rental/maintenance","Month",12]
[]
["1.36","Temporary utillity connections","Month",12]
[]
["1.37","ECSA Professionally Registered Engineer (Pr.Eng), minimum 5 years road construction and maintenance experience post-registration","Month",12]
[]
["1.38","Construction Manager","Month",12]
[]
["1.39","Health and Safety Officer","Month",12]
[]
["1.40","Site Agent/Supervisor","Month",12]
[]
[" Total Carried Forward To Summary"]
[]
[]
["2.0 ACCOMMODATION OF TRAFFIC"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Establishment of Traffic Accomodation"]
[]
["2.1","Preparation, submission and approval of traffic control plan prior to commencement of works ","Sum",1]
[]
["2.2","Supply, erect and commission all temporary road signs, cones, delineators, traffic stations and associated traffic control measures  at all construction zones along the access road and intersections; compliant with SARTSM for pedestrians, vehicular traffic and non-motorised traffic","Sum",1]
[]
["2.3","Flagmen","Month",12]
[]
["2.4","Traffic controllers","Month",12]
[]
["2.5","Traffic safety officer","Month",12]
[]
["2.6","Traffic safety vehicle","Month",12]
[]
[null,"Additional traffic accommodation facilities ordered by the Engineer:"]
[]
["2.7","Provision of additional traffic accommodation facilities","Sum",1]
[]
["2.8","Liaison with traffic authorities ","Month",12]
[]
[null,"Destablishment of Traffic Accomodation"]
[]
["2.9","Remove, dismantle and clear all temporary traffic signs, cones, barriers, delineators and solid barricading from site on completion of works; reinstate road shoulders and verges disturbed by traffic accommodation to acceptable condition","Sum",1]
[]
[]
[" Total Carried Forward To Summary"]
[]
[]
["3.0 CLEARING AND GRUBBING"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Clearing and Grubbing"]
[]
[null,"Notes:"]
[]
[null,"All cleared material and surplus topsoil to be removed to approved spoil sites identified and provided by the Contractor"]
[]
[null,"All costs for loading, hauling and tipping to approved spoil sites to be included in respective item rates"]
[]
[null,"Clearing and Grubbing - Greenfield Operational Areas"]
[]
["3.1","Clear and grub new tarpaulin removal area; includes all vegetation, debris, trees and obstructions ","m2",3000]
[]
["3.2","Clear and grub new staging area  ","m2",4000]
[]
["3.3","Clear and grub laydown area ","m2",1000]
[]
[null,"Removal and grubbing of large trees and tree stumps:"]
[]
["3.4","Girth equal to or exceeding 1,0 m up to and including 2,0 m (quantities are provisional)","No",20]
[]
[null,"Existing services location, detection and verification:"]
[]
["3.5","Using hand excavation to locate, expose and verify services","m³",500]
[]
[" Total Carried Forward"]
[]
["4.0 DRAINS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Notes:"]
[null,"All drain types, positions, gradients and dimensions to be confirmed by Contractor's approved Geometric and Stormwater Design Report signed by ECSA Pr.Eng"]
[]
[null,"All stormwater drainage to connect to Arnot Power Station CSY drainage network "]
[]
[null,"All drains to achieve continuous uniform fall free from ponding and obstructions"]
[]
[null,"Stone pitching to comply with COTO (2020) grouted stone pitching specification"]
[]
[null,"Trapezoidal Earth Side Drains"]
[]
["4.1","Excavate, shape and compact trapezoidal earth side drains along both sides of new road carriageway; achieve continuous, uniform fall free from ponding and obstructions; spread and compact suitable excess material on adjacent embankments; connect to CSY drainage network","m³",2500]
[]
[null,"Mitre Drains"]
[]
["4.2","Construct mitre drains at approximately 50m intervals along both sides of the road, tarpaulin removal area, laydown area and staging area, or at natural low points; at angle of approximately 30° downslope from side drain to efficiently discharge surface runoff into surrounding natural ground without causing erosion as per. Rate includes all excavation, shaping and finishing to neat uniform profile","No",10]
[]
[null,"Stone Pitched Aprons"]
[]
["4.3","Construct grouted stone-pitched aprons at mitre drain discharge points where erosion potential is high; supply stone, mortar grouting and all finishing to neat appearance as per. Rate includes all materials, labour and grouting","m2",70]
[]
[null,"CSY Drainage Network Connection "]
[]
["4.4","Connect completed stormwater drainage system to Arnot Power Station Coal Stockyard drainage network; including all excavation, pipework, connections, structures and all associated works required.","Sum",1]
[]
["4.5","Loading and hauling of material in excess of 1,0 km","m³-km",3]
[]
[" Total Carried Forward To Summary"]
[]
["5.0 CULVERTS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"CULVERTS"]
[null,"Notes:"]
[null,"All culvert types, sizes and positions to be confirmed by Contractor's approved Geometric and Stormwater Design Report"]
[]
[null,"Stone pitching to comply with COTO (2020)"]
[]
[null,"Backfill to be compacted to minimum 90% Mod AASHTO density"]
[]
[null,"The rate for culvert structural members shall be inclusive of all materials including reinforcement"]
[]
[null,"Quantities are provisional pending geometric and stormwater design"]
[]
["5.1","Excavation for culvert structures to required depth and width; trim and shape invert; batter sides where necessary to prevent collapse; dispose of surplus material to approved spoil sites","m³",70]
[]
["5.2","Backfill using imported G5 quality gravel material from commercial source, in layers not exceeding 150mm; compact to minimum 90% Mod AASHTO","m³",25]
[]
[null,"Concrete pipe culverts:"]
[]
["5.3","Supply and install precast concrete pipe culvert, DN300 (spigot-and-socket with elastomeric seal, SANS 986/677 compliant), laid to line and level. Item includes all pipe sections and jointing materials for one completed road crossing","m",200]
[]
["5.4","Provide and lay granular Class B bedding and haunching to culvert pipes","m",200]
[]
["5.5","Construct in-situ reinforced concrete headwalls and wingwalls to all culverts; including all excavation, formwork, steel reinforcement","No",20]
[]
["5.6","Construct grouted stone pitching at culvert inlets and outlets to prevent scouring; compliant with COTO (2020)","m2",70]
[]
["5.7","Geotextile separator (Class A2/A3) under mitre drain aprons","m2",70]
[]
["5.8","Loading and hauling of material in excess of 1.0km arising from culvert excavations and associated works","m³",70]
[]
[]
[" Total Carried Forward Summary"]
[]
["6.0 EXCAVATION"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"EXCAVATION"]
[]
[null,"Excavating material by using conventional road construction equipment,  to spoil in sites designated by the Contractor"]
[]
["6.1","Natural gravel and sand materials","m³",10000]
[]
["6.2","Coarse fill and rock fill","m³",1000]
[]
["6.3","Removal of oversize material","m³",1500]
[]
[null,"Excavating material by using labour enhanced methods of construction:"]
[]
["6.4","Natural gravel and sand materials","m³",500]
[]
[null,"Stockpiling of road layer materials:"]
[]
["6.5","Natural gravel material","m³",{"$f":"SUM(D274:D280)","v":10000}]
[]
[]
[]
[" Total Carried Forward To Summary"]
[]
[]
["7.0 COMMERCIAL MATERIALS "]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"Notes:"]
[]
[null,"This Bill covers supply and delivery only of all material"]
[]
[null,"All materials to be tested by SANAS-accredited laboratory prior to delivery on site"]
[]
[null,"No material to be delivered without written approval from Eskom's Engineer"]
[]
[null,"Granular Materials"]
[]
["7.1","G7 quality gravel","m³",3000]
[]
["7.2","G6 Gravel quality gravel","m³",1000]
[]
["7.3","G5 Gravel for C4 Base Layer ","m³",3000]
[]
["7.4","G5 Gravel for Wearing Course ","m³",3000]
[]
[null,"Stabilisation Materials"]
[]
["7.5","Supply Portland composite cement CEM II 32.5N for C4 chemical stabilisation","t",100]
[]
[null,"Bituminous Materials"]
[]
["7.6","Supply CAT 65 spray-grade bituminous emulsion (SS60) for fog spray application","t",2.5]
[]
[null,"Laydown Area Materials"]
[]
["7.7","Supply and haul to site well-graded clean river sand for 25mm bedding layer in laydown area","m³",30]
[]
["7.8","Supply 60mm interlocking concrete block pavers; compliant with SANS 1058; Class 30/2.0 MPa (compressive/tensile strength); Type Class S-A (interlocking on all sides) ","m2",1000]
[]
["7.9","Supply precast concrete kerbs (E1 profile - 75x150) for edge restraints along perimeter of laydown area ","m",130]
[]
["7.10","Supply ready-mix concrete 20MPa for kerb bedding and backing to precast concrete kerbs ","m³",5]
[]
[]
[" Total Carried Forward To Summary"]
[]
["8.0 ROADBED"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"ROADBED PREPARATION"]
[null,"Notes:"]
[]
[]
["8.1","In-situ treatment by ripping and re-compaction to a minimum of 90% Mod AASHTO","m³",3000]
[]
["8.2","Construction of roadbed comprising a pioneer layer","m³",1500]
[]
[" Total Carried Forward To Summary"]
[]
["9.0 ROAD PAVEMENT LAYERS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"ROAD PAVEMENT LAYERS"]
[]
[null,"Notes:"]
[null,"This Bill covers placing, compacting of G7 selected layer, G6 subbase layer, G5 wearing course and fog spray"]
[]
[null,"All layers to be proof rolled after compaction by Contractor's Engineer prior to placing next layer"]
[]
["9.1","Compiling and implementing M&U plans for the construction of all the pavement layers","No",3]
[]
[null,"Construction of pavement layers:"]
[]
[null,"Roadway"]
[]
["9.2","Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",2000]
[]
["9.3","Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",2000]
[]
["9.4","Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",2000]
[]
[null,"Tarpaulin Removal Area and Staging Area"]
[]
["9.5","Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",1100]
[]
["9.6","Upper G6 selected subgrade layer (150mm) compacted to 95% Mod AASHTO","m³",1100]
[]
["9.7","Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",1100]
[]
["9.8","Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",1100]
[]
[null,"Laydown Area"]
[]
["9.9","Lower G5 subbase gravel layer (unstabilised) (200mm) compacted to 95% Mod AASHTO","m³",200]
[]
[null,"Bituminous fog spray"]
[]
["9.10","Application of bituminous fog spray (SS60) at 1%–1.5% by mass of dry aggregate over G5 wearing course; spray content verified and approved by Contractor's Engineer. ","m²",3000]
[]
[]
[]
[" Total Carried Forward Summary"]
[]
["10.0 STABILISATION"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"STABILISATION"]
[]
[null,"Notes:"]
[]
[null,"This Bill covers mixing, placing and compacting of C4 chemically stabilised base layer only"]
[]
[null,"Material supply (G5 gravel and CEM II cement) covered elsewhere"]
[]
[null,"Minimum 7-day curing period to be allowed for all C4 layers before placing wearing course"]
[]
[null,"Chemical stabilisation:"]
[]
["10.1","Chemical stabilisation of 150mm C4 base layer: Addition of cementitious stabilisation agents for pavement layers and spreading the agent using bags and labour enhancement methods","m³",3000]
[]
[null,"Cementitious stabilisation agents for pavement layers:"]
[]
[10.2,"Cement (for subbase layer)","t",100]
[]
["10.3","Provision and application of water for curing","kℓ",250]
[]
[]
[" Total Carried Forward Summary"]
[]
[]
["11.0 SEGMENTAL BLOCK PAVING LAYERS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"SEGMENTAL BLOCK PAVING LAYERS"]
[]
[null,"Notes:"]
[]
[null,"Applies to laydown area only (1 000 m²) "]
[]
[null,"Runoff directed to perimeter drains at 2% - 3% crossfall "]
[]
[null,"Provision and application of approved herbicide and ant poison:"]
[]
["11.1","Provision of materials","Sum",1]
[]
["11.2","Contractor’s charges and profit added to the prime cost sum","%",10]
[]
[null,"Interlocking Concrete Block Pavers"]
[]
["11.3","Lay 60mm interlocking concrete block pavers(Class 30/2.0 MPa; Type Class S-A) to approved laying pattern over entire laydown area, fill all joints with fine dry sand - compliant with SANS 1058 ","m²",200]
[]
[null,"Concrete Kerb Edge Restraints"]
[]
["11.4","Lay precast concrete kerbs (E1 profile) as edge restraints along entire perimeter of laydown area; lay in 20MPa concrete bedding and backing on subgrade to confine block pavers","m",130]
[]
[null,"Re-sanding of joints in segmental block paving:"]
[]
["11.5","Concrete block paving (60mm Class 30/2.0MPa, Type S-A)","m²",200]
[]
[" Total Carried Forward To Summary"]
[]
[]
["12.0 LANDSCAPING AND PLANTING PLANTS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"LANDSCAPING AND PLANTING PLANTS"]
[]
[null,"3 indigenous trees to be planted for every tree removed during clearing and grubbing "]
[]
[null,"Tree species: White Stinkwood, Yellowwood or Camelthorn in 45–50 litre containers"]
[]
[null,"All tree planting positions to be identified by Eskom Environmental representative "]
[]
[null,"Re-vegetation of disturbed areas to use locally indigenous grass species approved by Eskom Environmental representative"]
[]
[null,"Provisional tree quantity based on estimated clearing area — to be confirmed after clearing and grubbing"]
[]
[null,"Indigenous Tree Planting"]
[]
["12.1","Supply and plant White Stinkwood, Yellowwood or Camelthorn in 45–50 litre containers at positions identified by Eskom Environmental representative","No",75]
[]
["12.2","Shaping of roadside embankments","m²",8000]
[]
[]
[" Total Carried Forward To Summary"]
[]
["13.0 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
[null,"Notes:"]
[]
[null,"All finishing operations to be carried out to the satisfaction of Eskom's Engineer "]
[]
[null,"All temporary works areas and stockpile areas to be reinstated to original or otherwise acceptable condition"]
[]
[null,"All surplus and waste material to be removed to approved spoil sites identified and provided by the Contractor"]
[]
[null,"Final Road Finishing - New Road"]
[]
["13.1","Final road finishing entire site: trim and clear completed carriageway, shoulders and road reserve of all surplus material, boulders, debris, unwanted vegetation,construction waste; shape all shoulders to drain freely away from carriageway edge; all to the satisfaction of Eskom's Engineer ","Sum",1]
[]
[null,"Road Signs - New Road"]
[]
["13.2","Supply, deliver and install R201 Regulatory Speed Limit 30 km/h sign Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment depth; vertically and horizontally levelled; compliant with SARTSM ","No",4]
[]
["13.3","Supply, deliver and install R1 STOP sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM","No",4]
[]
["13.4","Supply, deliver and install R4.1 One-Way Left regulatory sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM ","No",1]
[]
["13.5","Supply, deliver and install R4.2 One-Way Right regulatory sign; Class 2 retro-reflective sheeting; back plate; galvanised mild-steel post in concrete footing minimum 600mm embedment; levelled; compliant with SARTSM ","No",2]
[]
[" Total Carried Forward To Summary"]
[]
[]
["14.0 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
["Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
[null,"Notes:"]
[]
[null,"All testing to be performed by SANAS-accredited laboratory "]
[]
[null,"All test results to be submitted to Contractor's Engineer for approval and to Eskom's Engineer for acceptance before next layer is placed"]
[]
[null,"No material to be delivered to site without written approval of test results by Eskom's Engineer"]
[]
[null,"All costs for SANAS-accredited laboratory establishment are covered in Bill Preliminaries and General"]
[]
[null,"Material Compliance Testing (Laboratory - Pre-Delivery)"]
[]
["14.1","Full compliance test set on G5 gravel wearing course material per batch","No",4]
[]
["14.2","Full compliance test set on G5 gravel material per batch","No",4]
[]
["14.3","Full compliance test set on G6 gravel material batch","No",4]
[]
["14.4","Full compliance test set on G7 gravel batch","No",4]
[]
[null,"Field Testing"]
[]
["14.5","Field density test on subgrade — laydown area ","No",3]
[]
["14.6","Field density test on subgrade — Staging area","No",6]
[]
["14.7","Field density test on subgrade — Tarpaulin removal area","No",3]
[]
["14.8","Field density test on subgrade — Roadway","No",12]
[]
["14.9","Field density test on G7 selected layer — Staging area","No",6]
[]
["14.10","Field density test on G7 selected layer — Tarpaulin removal area","No",3]
[]
["14.11","Field density test on G7 layer — Roadway","No",12]
[]
["14.12","Field density test on G6 layer -  Tarpaulin removal area","No",3]
[]
["14.13","Field density test on G6 layer -  Staging area","No",6]
[]
["14.14","Field density test on G5 base — laydown area ","No",3]
[]
["14.15","Field density test on C4 layer — Roadway","No",12]
[]
["14.16","Field density test on C4 layer -  Tarpaulin removal area","No",6]
[]
["14.17","Field density test on C4 layer -  Staging area","No",6]
[]
["14.18","Field density test on G5 wearing course — Roadway","No",12]
[]
["14.19","Field density test on G5 wearing course -  Tarpaulin removal area","No",3]
[]
["14.20","Field density test on G5 wearing course -  Staging area","No",6]
[]
[null,"Laboratory Testing"]
[]
[null,"Collect and sample for laboratory testing:"]
[]
["14.21","G7 gravel samples","No",10]
[]
["14.22","G6 gravel samples","No",3]
[]
["14.23","G5 gravel samples","No",3]
[]
["14.24","G5 wearing course samples","No",10]
[]
["14.25","C4 layer samples","No",10]
[]
[null,"Proof Rolling"]
[]
["14.26","Proof rolling of subgrade and each compacted pavement layer using approved loaded roller under supervision of Contractor's Engineer to identify weak spots prior to placing next layer","Sum",1]
[]
[null,"Provisional Additional Testing"]
[]
["14.27","Additional tests requested by Eskom's Engineer beyond those listed in this Bill","Sum",1]
[]
[]
[" Total Carried Forward To Summary"]
[]
[]
["SUMMARY OF SECTIONS"]
[null,"Description"," "," "," ","Amount R"]
[]
[null,"1.0 PRELIMINARIES AND GENERAL","Sum",null,null,{"$f":"F110","v":0}]
[]
[null,"2.0 ACCOMMODATION OF TRAFFIC","Sum",null,null,{"$f":"F140","v":0}]
[]
[null,"3.0 CLEARING AND GRUBBING","Sum",null,null,{"$f":"F169","v":0}]
[]
[null,"4.0 DRAINS","Sum",null,null,{"$f":"F200","v":0}]
[]
[null,"5.0 CULVERTS","Sum",null,null,{"$f":"F235","v":0}]
[]
[null,"6.0 EXCAVATION","Sum",null,null,{"$f":"F259","v":0}]
[]
[null,"7.0 COMMERCIAL MATERIALS ","Sum",null,null,{"$f":"F301","v":0}]
[]
[null,"8.0 ROADBED","Sum",null,null,{"$f":"F313","v":0}]
[]
[null,"9.0 ROAD PAVEMENT LAYERS","Sum",null,null,{"$f":"F356","v":0}]
[]
[null,"10.0 STABILISATION","Sum",null,null,{"$f":"F381","v":0}]
[]
[null,"11.0 SEGMENTAL BLOCK PAVING LAYERS","Sum",null,null,{"$f":"F412","v":0}]
[]
[null,"12.0 LANDSCAPING AND PLANTING PLANTS","Sum",null,null,{"$f":"F436","v":0}]
[]
[null,"13.0 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS","Sum",null,null,{"$f":"F464","v":0}]
[]
[null,"14.0 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP","Sum",null,null,{"$f":"F548","v":0}]
[]
[null,"   SUBTOTAL",{"$nulls":3},{"$f":"SUM(F554:F581)","v":0}]

{"sheet":"Original BOQ","index":4,"n_rows":624,"n_cols":7,"rows_kept":624,"hidden":true,"merged":[[15,1,15,6],[34,1,36,6],[43,1,43,6],[83,1,83,6],[121,1,121,6]]}
{"$rows_empty":15}
[null,"BILL OF QUANTITIES\nFOR\nCOAL STOCKYARD ACCESS ROAD MAINTENANCE"]
{"$rows_empty":18}
[null,"All payment items to be rated in accordance with 2020 COTO: Standard Specifications for Road and Bridge Works for South African Road Authorities"]
{"$rows_empty":8}
[null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[159,"C1.2","GENERAL REQUIREMENTS AND PROVISIONS"]
[]
[2811,"C1.2.1","Environmental Management:"]
[]
[2812,"C1.2.1.1","Monitoring of compliance with and reporting on the EMP","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E50*F50","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2814,"C1.2.2","Programming and Reporting:"]
[]
[2820,"C1.2.2.6","Preparation and submission of all information and reports specified in the Contract Documentation","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E54*F54","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2835,"C1.2.5","Safety:"]
[]
[2836,"C1.2.5.1","Health and safety plan","lump sum",1,{"v":10000,"d":"R10,000.00"},{"$f":"E58*F58","v":{"v":10000,"d":"R10,000.00"}}]
[]
[2837,"C1.2.5.2","Implementation of health and safety plan","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E60*F60","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2843,"C1.2.8","Dayworks:"]
[]
[2844,"C1.2.8.1","Personnel:"]
[]
[2845,null,"(a) Unskilled labourer","Hour",null,{"v":40,"d":"R40.00"},{"$f":"E66*F66","v":0}]
[]
[2846,null,"(b) Semi-skilled labourer","Hour",null,{"v":45,"d":"R45.00"},{"$f":"E68*F68","v":0}]
[]
[2847,null,"(c) Skilled labourer","Hour",null,{"v":50,"d":"R50.00"},{"$f":"E70*F70","v":0}]
[]
[2848,null,"(d) Gang leader","Hour",null,{"v":60,"d":"R60.00"},{"$f":"E72*F72","v":0}]
[]
[2849,null,"(e) Foreman","Hour",null,{"v":95,"d":"R95.00"},{"$f":"E74*F74","v":0}]
[]
[null,null,"(f) Skilled Artisan","Hour",null,{"v":55,"d":"R55.00"},{"$f":"E76*F76","v":0}]
[]
[null,null,"(g) Flagman","Hour",null,{"v":70,"d":"R70.00"},{"$f":"E78*F78","v":0}]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G46:G79)","v":{"v":55000,"d":"R55,000.00"}}]
[]
[]
[]
[null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null," Brought Forward",{"$nulls":4},{"$f":"G80","v":{"v":55000,"d":"R55,000.00"}}]
[2851,"C1.2.8.2","Construction equipment:"]
[]
[2852,null,"(a) Motor grader (minimum 9 tons, power ± 100kW)","Hour",40,{"v":1100,"d":"R1,100.00"},{"$f":"E89*F89","v":{"v":44000,"d":"R44,000.00"}}]
[]
[2853,null,"(b) Vibratory roller (9-12 tons)","Hour",30,{"v":570,"d":"R570.00"},{"$f":"E91*F91","v":{"v":17100,"d":"R17,100.00"}}]
[]
[2854,null,"(c) Pneumatic roller  (gross mass: ± 4,5 tons unloaded to 18 tons loaded)","Hour",30,{"v":410,"d":"R410.00"},{"$f":"E93*F93","v":{"v":12300,"d":"R12,300.00"}}]
[]
[2855,null,"(d) Front end loader (minimum power 90kW)","Hour",60,{"v":700,"d":"R700.00"},{"$f":"E95*F95","v":{"v":42000,"d":"R42,000.00"}}]
[]
[2856,null,"(e) Tractor loader backhoe (55-70 kW 0,5m3 bucket)","Hour",30,{"v":490,"d":"R490.00"},{"$f":"E97*F97","v":{"v":14700,"d":"R14,700.00"}}]
[]
[2857,null,"(f) Excavator (minimum power 105 kW)","Hour",40,{"v":820,"d":"R820.00"},{"$f":"E99*F99","v":{"v":32800,"d":"R32,800.00"}}]
[]
[null,null,"(g) Water truck (minimum 5 kl)","Hour",40,{"v":190,"d":"R190.00"},{"$f":"E101*F101","v":{"v":7600,"d":"R7,600.00"}}]
[]
[null,null,"(h) Tip truck (minimum load capacity 10 tons)","Hour",40,{"v":450,"d":"R450.00"},{"$f":"E103*F103","v":{"v":18000,"d":"R18,000.00"}}]
[]
[2860,"C1.2.8.3","Vehicles:"]
[]
[2861,null,"(a) Light delivery vehicle","kilometre",3000,{"v":5,"d":"R5.00"},{"$f":"E107*F107","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2862,null,"(b) Flatbed truck","kilometre",1000,{"v":8,"d":"R8.00"},{"$f":"E109*F109","v":{"v":8000,"d":"R8,000.00"}}]
[]
[5172,null,"(c) Dump truck","kilometre",2500,{"v":12,"d":"R12.00"},{"$f":"E111*F111","v":{"v":30000,"d":"R30,000.00"}}]
[]
[5174,"C1.2.8.4","Materials:"]
[]
[5175,null,"(a) Procurement of materials","prov sum ",1,{"v":30000,"d":"R30,000.00"},{"$f":"E115*F115","v":{"v":30000,"d":"R30,000.00"}}]
[]
[5176,null,"(b) Contractor's handling costs, profit and all other charges in respect of item C1.2.8.4(a)","%",{"$f":"F115","v":30000},{"v":0.08,"d":"R0.08"},{"$f":"E117*F117","v":{"v":2400,"d":"R2,400.00"}}]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G86:G118)","v":{"v":328900,"d":"R328,900.00"}}]
[]
[]
[null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[198,"C1.3","CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[]
[2868,"C1.3.1","The Contractor's general obligations:"]
[]
[2869,"C1.3.1.1","Fixed obligations","lump sum",1,{"v":2500000,"d":"R2,500,000.00"},{"$f":"E128*F128","v":{"v":2500000,"d":"R2,500,000.00"}}]
[]
[2870,"C1.3.1.2","Value-related obligations","lump sum",1,{"v":1000000,"d":"R1,000,000.00"},{"$f":"E130*F130","v":{"v":1000000,"d":"R1,000,000.00"}}]
[]
[2871,"C1.3.1.3","Time-related obligations","month",3,{"v":2300000,"d":"R2,300,000.00"},{"$f":"E132*F132","v":{"v":6900000,"d":"R6,900,000.00"}}]
[]
[null,"PC1.3.2","Designing and compiling reports - Geometric and Stormwater Design, and pavement verification ","Prov sum ",1,{"v":350000,"d":"R350,000.00"},{"$f":"E134*F134","v":{"v":350000,"d":"R350,000.00"}}]
[]
[null,"PC1.3.3","Compiling and submission of construction and as-built drawings","Prov sum ",1,{"v":250000,"d":"R250,000.00"},{"$f":"E136*F136","v":{"v":250000,"d":"R250,000.00"}}]
[]
[null,"PC1.3.4","Skills transfer and training of Employer's Engineers","Prov sum ",1,{"v":200000,"d":"R200,000.00"},{"$f":"E138*F138","v":{"v":200000,"d":"R200,000.00"}}]
[]
[null,"PC1.3.3.8","Quality Officer complying with ISO 9001","Months",3,{"v":75000,"d":"R75,000.00"},{"$f":"E140*F140","v":{"v":225000,"d":"R225,000.00"}}]
{"$rows_empty":16}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G124:G156)","v":{"v":11425000,"d":"R11,425,000.00"}}]
[]
[]
[null,"C1.5 ACCOMMODATION OF TRAFFIC"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[200,"C1.5","ACCOMMODATION OF TRAFFIC"]
[]
[6196,"C1.5.2","Accommodation of vehicular traffic","month",3,{"v":15000,"d":"R15,000.00"},{"$f":"E164*F164","v":{"v":45000,"d":"R45,000.00"}}]
[]
[2963,"C1.5.7","Temporary traffic control facilities:"]
[]
[2964,"C1.5.7.1","Delineators including mounting bases and ballast:"]
[]
[2966,null,"(b) Double sided, reversible left or right (600mm x 150mm)","No",20,{"v":150,"d":"R150.00"},{"$f":"E170*F170","v":{"v":3000,"d":"R3,000.00"}}]
[]
[2967,"C1.5.7.2","Traffic cones, minimum height 750 mm","No",30,{"v":200,"d":"R200.00"},{"$f":"E172*F172","v":{"v":6000,"d":"R6,000.00"}}]
[]
[2968,"C1.5.7.3","Flagmen","man-shift",150,{"v":750,"d":"R750.00"},{"$f":"E174*F174","v":{"v":112500,"d":"R112,500.00"}}]
[]
[2969,"C1.5.7.4","Traffic controllers","man-shift",150,{"v":750,"d":"R750.00"},{"$f":"E176*F176","v":{"v":112500,"d":"R112,500.00"}}]
[]
[2988,"C1.5.7.8","Traffic control stations","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E178*F178","v":{"v":15000,"d":"R15,000.00"}}]
[]
[5201,"C1.5.8","Traffic safety officer","man-month",7,{"v":10000,"d":"R10,000.00"},{"$f":"E180*F180","v":{"v":70000,"d":"R70,000.00"}}]
[]
[5202,"C1.5.9","Traffic safety vehicle","month",3,{"v":2500,"d":"R2,500.00"},{"$f":"E182*F182","v":{"v":7500,"d":"R7,500.00"}}]
[]
[null,"C1.5.12","Additional traffic accommodation facilities ordered by the Engineer:"]
[]
[null,"C1.5.12.1","Provision of additional traffic accommodation facilities","Prov sum ",1,null,{"$f":"E186*F186","v":0}]
{"$rows_empty":14}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G162:G200)","v":{"v":371500,"d":"R371,500.00"}}]
[]
[]
[null,"C1.6 CLEARING AND GRUBBING"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[201,"C1.6","CLEARING AND GRUBBING"]
[]
[null,"PC1.6.1","Clearing and Grubbing:"]
[]
[null,"C1.6.1.1","Clearing with machines and some hand labour where necessary","ha",2,{"v":18000,"d":"R18,000.00"},{"$f":"E210*F210","v":{"v":36000,"d":"R36,000.00"}}]
[]
[null,"C1.6.3","Removal and grubbing of large trees and tree stumps:"]
[]
[null,"C1.6.3.1","Girth equal to or exceeding 1,0 m up to and including 2,0 m","No",15,{"v":1350,"d":"R1,350.00"},{"$f":"E214*F214","v":{"v":20250,"d":"R20,250.00"}}]
[]
[null,"C1.6.3.2","Girth exceeding 2,0 m up to and including 3,0 m","No",23,{"v":1550,"d":"R1,550.00"},{"$f":"E216*F216","v":{"v":35650,"d":"R35,650.00"}}]
[]
[null,"C2.1.2","Existing services location, detection and verification:"]
[]
[null,"C2.1.2.5","Using hand excavation to locate, expose and verify services","m³",300,{"v":750,"d":"R750.00"},{"$f":"E220*F220","v":{"v":225000,"d":"R225,000.00"}}]
{"$rows_empty":11}
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G206:G231)","v":{"v":316900,"d":"R316,900.00"}}]
[]
[null,"C3.1 DRAINS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[237,"C3.1","DRAINS"]
[]
[6199,"C3.1.1","Excavation for open drains: "]
[]
[6200,"C3.1.1.1","Excavating all material situated within the following depth ranges below the surface level using conventional methods:"]
[]
[6201,null,"(a) 0 m to 1,5 m (includes side drains and mitre drains) * one side of the drain only at 2% crossfall","m³",2500,{"v":120,"d":"R120.00"},{"$f":"E242*F242","v":{"v":300000,"d":"R300,000.00"}}]
[]
[5315,"C3.1.16","Loading and hauling of material in excess of 1,0 km","m³-km",5,{"v":6,"d":"R6.00"},{"$f":"E244*F244","v":{"v":30,"d":"R30.00"}}]
[]
[5322]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G236:G251)","v":{"v":300030,"d":"R300,030.00"}}]
[]
[null,"C3.2 CULVERTS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[238,"C3.2","CULVERTS"]
[]
[6211,"C3.2.1","Excavation for culvert structures:"]
[]
[6212,"C3.2.1.1","Excavating in all material situated within the following depth ranges below the surface level:"]
[]
[6213,null,"(a) 0 m to 1,5 m","m³",40,{"v":150,"d":"R150.00"},{"$f":"E262*F262","v":{"v":6000,"d":"R6,000.00"}}]
[]
[3434,"C3.2.2.1","Using the excavated material","m³",25,{"v":150,"d":"R150.00"},{"$f":"E264*F264","v":{"v":3750,"d":"R3,750.00"}}]
[]
[3435,"C3.2.2.2","Using imported selected material:"]
[]
[3436,null,"(a) From commercial sources (state type)","m³",10,{"v":600,"d":"R600.00"},{"$f":"E268*F268","v":{"v":6000,"d":"R6,000.00"}}]
[]
[3443,"PC3.2.3","Concrete pipe culverts:"]
[]
[3445,"C3.2.3.2","On Class B bedding (type and diameter indicated)","m",50,{"v":1250,"d":"R1,250.00"},{"$f":"E272*F272","v":{"v":62500,"d":"R62,500.00"}}]
[]
[3446,null,"(a) Supply and install precast concrete pipe culvert, DN300 (spigot-and-socket with elastomeric seal, SANS 986/677 compliant), laid to line and level. Item includes all pipe sections and jointing materials for one completed road crossing","No",10,{"v":2500,"d":"R2,500.00"},{"$f":"E274*F274","v":{"v":25000,"d":"R25,000.00"}}]
[]
[null,null,"(b) Stone pitching apron at mirtre drain/culvert outlets, 150 mm thick on geotextile","m2",70,{"v":450,"d":"R450.00"},{"$f":"E276*F276","v":{"v":31500,"d":"R31,500.00"}}]
[]
[null,null,"(c ) Geotextile separator (Class A2/A3) under mitre drain aprons","m2",70,{"v":25,"d":"R25.00"},{"$f":"E278*F278","v":{"v":1750,"d":"R1,750.00"}}]
[]
[null,"PC11.1.2","Stone pitching:"]
[]
[null,"C11.1.2.2","Grouted stone pitching with mortar","m²",null,null,{"$f":"E282*F282","v":0}]
[]
[]
[]
[]
[]
[]
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G256:G288)","v":{"v":136500,"d":"R136,500.00"}}]
[]
[null,"C4.4 COMMERCIAL MATERIALS"]
[243,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C4.4","COMMERCIAL MATERIALS"]
[]
[null,"C4.4.2","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:"]
[]
[null,"PC4.4.2.1","Pavement layer material:"]
[]
[null,null,"(e) Type G5 material","m³",2750,{"v":350,"d":"R350.00"},{"$f":"E299*F299","v":{"v":962500,"d":"R962,500.00"}}]
[]
[null,null,"(e) Type G6 material","m³",1450,{"v":305,"d":"R305.00"},{"$f":"E301*F301","v":{"v":442250,"d":"R442,250.00"}}]
[]
[null,null,"(e) Type G7 material","m³",2550,{"v":300,"d":"R300.00"},{"$f":"E303*F303","v":{"v":765000,"d":"R765,000.00"}}]
[]
[null,null,"(q) Natural or crushed gravel material for the wearing course of an unsealed road","m³",2550,{"v":350,"d":"R350.00"},{"$f":"E305*F305","v":{"v":892500,"d":"R892,500.00"}}]
[]
[null,"C4.4.4","Cementitious stabilising agents:"]
[]
[null,"C4.4.4.1","Cement","ton ",90,{"v":1900,"d":"R1,900.00"},{"$f":"E309*F309","v":{"v":171000,"d":"R171,000.00"}}]
[]
[null,"C4.4.5","Bituminous stabilising agents:"]
[]
[null,"C4.4.5.2","Emulsion stable grade (CAT 65 spray-grade )","t",2.5,{"v":1600,"d":"R1,600.00"},{"$f":"E313*F313","v":{"v":4000,"d":"R4,000.00"}}]
[]
[3733,"C4.4.7","Sampling and material testing by a commercial laboratory for the stabilisation designs:"]
[]
[3734,"C4.4.7.1","Cost of sampling and material testing","prov sum ",1,{"v":50000,"d":"R50,000.00"},{"$f":"E317*F317","v":{"v":50000,"d":"R50,000.00"}}]
[]
[null,"C4.4.7.2","Handling cost and profit in respect of item C4.4.7.1","%",{"$f":"F317","v":50000},{"v":0.08,"d":"R0.08"},{"$f":"E319*F319","v":{"v":4000,"d":"R4,000.00"}}]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G293:G321)","v":{"v":3291250,"d":"R3,291,250.00"}}]
[]
[null,"C5.1 ROADBED"]
[245,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.1","ROADBED"]
[3777]
[null,"PC5.1.1","Roadbed construction and compaction:"]
[3779]
[null,"PC5.1.1.2","Compaction of in-situ material to atleast 90 % Mod AASHTO","m³",8300,{"v":25,"d":"R25.00"},{"$f":"E330*F330","v":{"v":207500,"d":"R207,500.00"}}]
[3793]
[null,"C5.1.3","Excavate material to spoil sites designated by the Contractor:"]
[3794]
[null,"C5.1.3.1","Excavate material to spoil from roadbed construction, material obtained from:"]
[3795]
[null,null,"(a) Soft excavation","m³",30000,{"v":50,"d":"R50.00"},{"$f":"E336*F336","v":{"v":1500000,"d":"R1,500,000.00"}}]
[3796]
[null,null,"(b) Boulder excavation Class A","m³",600,{"v":350,"d":"R350.00"},{"$f":"E338*F338","v":{"v":210000,"d":"R210,000.00"}}]
[6227]
[null,null,"(d) Hard excavation (other than by blasting)","m³",200,{"v":400,"d":"R400.00"},{"$f":"E340*F340","v":{"v":80000,"d":"R80,000.00"}}]
[]
[null,"C5.1.3.2","Excavate material to spoil from roadbed construction, using labour enhancement, material obtained from:"]
[3798]
[null,null,"(a) Soft excavation","m³",300,{"v":80,"d":"R80.00"},{"$f":"E344*F344","v":{"v":24000,"d":"R24,000.00"}}]
[3799]
[null,"C5.1.4","Removal of unsuitable material to spoil:","`"]
[3801]
[null,"C5.1.4.1","In layer thicknesses of 200 mm and less:"]
[6230]
[null,null,"(a) Stable material","m³",200,{"v":55,"d":"R55.00"},{"$f":"E350*F350","v":{"v":11000,"d":"R11,000.00"}}]
[6231]
[null,null,"(b) Unstable material","m³",200,{"v":55,"d":"R55.00"},{"$f":"E352*F352","v":{"v":11000,"d":"R11,000.00"}}]
[3804]
[null,"C5.1.5","In-situ treatment of roadbed in hard material:"]
[3805]
[null,"C5.1.5.1","In-situ treatment by ripping","m³",8300,{"v":15,"d":"R15.00"},{"$f":"E356*F356","v":{"v":124500,"d":"R124,500.00"}}]
[5446]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G326:G362)","v":{"v":2168000,"d":"R2,168,000.00"}}]
[]
[null,"C5.3 ROAD PAVEMENT LAYERS"]
[247,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.3","ROAD PAVEMENT LAYERS"]
[]
[null,"C5.3.1","Compiling and implementing M&U plans for the construction of all the pavement layers","No",5,{"v":1500,"d":"R1,500.00"},{"$f":"E369*F369","v":{"v":7500,"d":"R7,500.00"}}]
[]
[null,"PC5.3.2","Construction of pavement layers:"]
[]
[null,"PC5.3.2.1","Construction of layers using conventional construction methods:"]
[]
[null,null,"Roadway"]
[]
[null,null,"(a) Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",1100,{"v":80,"d":"R80.00"},{"$f":"E377*F377","v":{"v":88000,"d":"R88,000.00"}}]
[]
[null,null,"(g) Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",1100,{"v":120,"d":"R120.00"},{"$f":"E379*F379","v":{"v":132000,"d":"R132,000.00"}}]
[]
[null,null,"(j) Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",1100,{"v":120,"d":"R120.00"},{"$f":"E381*F381","v":{"v":132000,"d":"R132,000.00"}}]
[]
[null,null,"Tarpaulin Removal Area and Staging Area"]
[]
[null,null,"(a) Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",1500,{"v":80,"d":"R80.00"},{"$f":"E385*F385","v":{"v":120000,"d":"R120,000.00"}}]
[]
[null,null,"(c) Upper G6 selected subgrade layer (150mm) compacted to 95% Mod AASHTO","m³",1500,{"v":100,"d":"R100.00"},{"$f":"E387*F387","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,null,"(g) Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",1500,{"v":100,"d":"R100.00"},{"$f":"E389*F389","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,null,"(j) Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",1500,{"v":100,"d":"R100.00"},{"$f":"E391*F391","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,null,"Laydown Area"]
[]
[null,null,"(i) Lower G5 subbase gravel layer (unstabilised) (200mm) compacted to 95% Mod AASHTO","m³",200,{"v":100,"d":"R100.00"},{"$f":"E395*F395","v":{"v":20000,"d":"R20,000.00"}}]
[]
[]
[]
[]
[]
[]
[5451]
[]
[3867]
[]
[3868]
[]
[]
[]
[5459]
[]
[5466]
[]
[]
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G367:G414)","v":{"v":949500,"d":"R949,500.00"}}]
[]
[null,"C5.4 STABILISATION"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.4","STABILISATION"]
[]
[null,"C5.4.2","Chemical stabilisation:"]
[]
[null,"C5.4.2.1","Chemical stabilisation of 150mm G5 gravel pavement layers to achieve C4 properties","m³",2600,{"v":20,"d":"R20.00"},{"$f":"E423*F423","v":{"v":52000,"d":"R52,000.00"}}]
[]
[null,"C5.4.2.2","Chemical stabilisation of 150mm G5 gravel of pavement layers to achieve C4 properties using labour enhanced methods of construction","m³",500,{"v":30,"d":"R30.00"},{"$f":"E425*F425","v":{"v":15000,"d":"R15,000.00"}}]
[]
[null,"C5.4.5","Cementitious stabilisation agents for pavement layers:"]
[]
[null,"C5.4.5.2","Addition of cementitious stabilisation agents  for pavement layers and spreading the agent using bags and labour enhancement methods:"]
[]
[null,null,"(a) Cement (CEM II 32.5N Portland composite cement)","t",90,{"v":200,"d":"R200.00"},{"$f":"E431*F431","v":{"v":18000,"d":"R18,000.00"}}]
[]
[null,"PC8.2.1","Cover sprays, fog sprays and rejuvenation sprays:"]
[]
[null,"C8.2.1.1","65 % Cationic spray grade emulsion:"]
[]
[null,null,"(a) Diluted with 60% emulsion / 40% water","ℓ",2010,{"v":20,"d":"R20.00"},{"$f":"E437*F437","v":{"v":40200,"d":"R40,200.00"}}]
{"$rows_empty":14}
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G419:G451)","v":{"v":125200,"d":"R125,200.00"}}]
[]
[]
[null,"C6.2 SEGMENTAL BLOCK PAVING LAYERS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C6.2","SEGMENTAL BLOCK PAVING LAYERS"]
[]
[null,"C6.2.1","Segmental block paving:"]
[]
[null,"C6.2.1.1","Concrete block paving (60mm Class 30/2.0, Type S-A)","m²",200,{"v":200,"d":"R200.00"},{"$f":"E461*F461","v":{"v":40000,"d":"R40,000.00"}}]
[]
[null,"C6.2.3","Provision and application of approved herbicide and ant poison:"]
[]
[null,"C6.2.3.1","Provision of materials","PC sum",1,{"v":5000,"d":"R5,000.00"},{"$f":"E465*F465","v":{"v":5000,"d":"R5,000.00"}}]
[]
[null,"C6.2.3.2","Contractor’s charges and profit added to the prime cost sum","%",{"$f":"F465","v":5000},{"v":0.08,"d":"R0.08"},{"$f":"E467*F467","v":{"v":400,"d":"R400.00"}}]
[]
[null,"C6.2.4","Re-sanding of joints in segmental block paving:"]
[]
[null,"C6.2.4.1","Concrete block paving (60mm Class 30/2.0, Type S-A)","m²",200,{"v":20,"d":"R20.00"},{"$f":"E471*F471","v":{"v":4000,"d":"R4,000.00"}}]
[]
[null,"PC6.2/PC3.3.1.1","Prefabricated concrete kerbing "]
[]
[null,null,"(a) Fiure E1 concrete kerb (75x150) laid with 20MPa bedding/backing","m",130,{"v":150,"d":"R150.00"},{"$f":"E475*F475","v":{"v":19500,"d":"R19,500.00"}}]
{"$rows_empty":11}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G457:G486)","v":{"v":68900,"d":"R68,900.00"}}]
[]
[null,"C11.6 ROAD SIGNS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C11.6","ROAD SIGNS"]
[]
[null,"PC11.6","Supply and install road signs compliant with SARTSM"]
[]
[null,null,"(a) R201 Speed Limit signs (30 km/h)","No",4,{"v":1400,"d":"R1,400.00"},{"$f":"E495*F495","v":{"v":5600,"d":"R5,600.00"}}]
[]
[null,null,"(b) R1 STOP","No",4,{"v":1400,"d":"R1,400.00"},{"$f":"E497*F497","v":{"v":5600,"d":"R5,600.00"}}]
[]
[null,null,"(c )R4.1 One-way left ","No",1,{"v":1300,"d":"R1,300.00"},{"$f":"E499*F499","v":{"v":1300,"d":"R1,300.00"}}]
[]
[null,null,"(d) R4.2 One-way right ","No",2,{"v":1300,"d":"R1,300.00"},{"$f":"E501*F501","v":{"v":2600,"d":"R2,600.00"}}]
{"$rows_empty":25}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G491:G526)","v":{"v":15100,"d":"R15,100.00"}}]
[]
[]
[null,"C11.9 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[277,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[4659]
[null,"PC11.9.1","Finishing the road and road reserve:"]
[4661]
[null,"C11.9.1.2","Single carriageway road","km",1,{"v":15000,"d":"R15,000.00"},{"$f":"E536*F536","v":{"v":15000,"d":"R15,000.00"}}]
[]
[null,"PC11.9.1.2","Tarpaulin removal area","km",0.3,{"v":10000,"d":"R10,000.00"},{"$f":"E538*F538","v":{"v":3000,"d":"R3,000.00"}}]
[]
[null,"PC11.9.1.2","Staging area","km",0.3,{"v":10000,"d":"R10,000.00"},{"$f":"E540*F540","v":{"v":3000,"d":"R3,000.00"}}]
[]
[null,"PC11.9/PC11.8.9","Trees and shrubs:"]
[]
[null,"PC11.8.9.1","Providing and planting trees and shrubs:"]
[]
[null,null,"(a) Trees (any indigineous tree e.g. White  stinkwood,\nYellowwood and Camelthorn in 45 – 50 L trees)","No",40,{"v":900,"d":"R900.00"},{"$f":"E546*F546","v":{"v":36000,"d":"R36,000.00"}}]
{"$rows_empty":10}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G532:G556)","v":{"v":57000,"d":"R57,000.00"}}]
[]
[]
[null,"C20.1 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
[null,"C20.1.2","Special tests requested by the Engineer:"]
[]
[null,"PC20.1.2.1","(a) Cost of testing","PC sum",1,{"v":20000,"d":"R20,000.00"},{"$f":"E566*F566","v":{"v":20000,"d":"R20,000.00"}}]
[]
[null,null,"(b) Charge on Prime Cost Sum","%",{"$f":"F566","v":20000},{"v":0.08,"d":"R0.08"},{"$f":"E568*F568","v":{"v":1600,"d":"R1,600.00"}}]
{"$rows_empty":15}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G558:G583)","v":{"v":21600,"d":"R21,600.00"}}]
[]
[]
[null,"SUMMARY OF SECTIONS"]
[]
[null,null,"Description"," "," "," ","Amount R"]
[null,null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS",{"$nulls":3},{"$f":"G119","v":{"v":328900,"d":"R328,900.00"}}]
[]
[null,null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[]
[null,null,"C1.5 ACCOMMODATION OF TRAFFIC",{"$nulls":3},{"$f":"G201","v":{"v":371500,"d":"R371,500.00"}}]
[]
[null,null,"C1.6 CLEARING AND GRUBBING",{"$nulls":3},{"$f":"G232","v":{"v":316900,"d":"R316,900.00"}}]
[]
[null,null,"C3.1 DRAINS",{"$nulls":3},{"$f":"G252","v":{"v":300030,"d":"R300,030.00"}}]
[]
[null,null,"C3.2 CULVERTS",{"$nulls":3},{"$f":"G289","v":{"v":136500,"d":"R136,500.00"}}]
[]
[null,null,"C4.4 COMMERCIAL MATERIALS",{"$nulls":3},{"$f":"G322","v":{"v":3291250,"d":"R3,291,250.00"}}]
[]
[null,null,"C5.1 ROADBED",{"$nulls":3},{"$f":"G363","v":{"v":2168000,"d":"R2,168,000.00"}}]
[]
[null,null,"C5.3 ROAD PAVEMENT LAYERS",{"$nulls":3},{"$f":"G415","v":{"v":949500,"d":"R949,500.00"}}]
[]
[null,null,"C5.4 STABILISATION",{"$nulls":3},{"$f":"G452","v":{"v":125200,"d":"R125,200.00"}}]
[]
[null,null,"C6.2 SEGMENTAL BLOCK PAVING LAYERS",{"$nulls":3},{"$f":"G487","v":{"v":68900,"d":"R68,900.00"}}]
[]
[null,null,"C11.6 ROAD SIGNS",{"$nulls":3},{"$f":"G527","v":{"v":15100,"d":"R15,100.00"}}]
[]
[null,null,"C11.9 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",{"$nulls":3},{"$f":"G557","v":{"v":57000,"d":"R57,000.00"}}]
[]
[null,null,"C20.1 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP",{"$nulls":3},{"$f":"G584","v":{"v":21600,"d":"R21,600.00"}}]
[]
[null,null,"   SUBTOTAL",{"$nulls":3},{"$f":"SUM(G590:G617)","v":{"v":8150380,"d":"R8,150,380.00"}}]
[]
[null,null,"Add 10% Contingency",{"$nulls":3},{"$f":"10%*G618","v":{"v":815038,"d":"R815,038.00"}}]
[]
[null,null,"Add 15% VAT",{"$nulls":3},{"$f":"15%*G618","v":{"v":1222557,"d":"R1,222,557.00"}}]
[]
[null,null," Total Contract Value",{"$nulls":3},{"$f":"SUM(G618:G622)","v":{"v":10187975,"d":"R10,187,975.00"}}]

{"sheet":"Revised BOQ","index":5,"n_rows":624,"n_cols":9,"rows_kept":624,"hidden":true,"merged":[[15,1,15,6],[34,1,36,6],[43,1,43,6],[83,1,83,6],[121,1,121,6]]}
{"$rows_empty":15}
[null,"BILL OF QUANTITIES\nFOR\nCOAL STOCKYARD ACCESS ROAD MAINTENANCE"]
{"$rows_empty":18}
[null,"All payment items to be rated in accordance with 2020 COTO: Standard Specifications for Road and Bridge Works for South African Road Authorities"]
{"$rows_empty":8}
[null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[159,"C1.2","GENERAL REQUIREMENTS AND PROVISIONS"]
[]
[2811,"C1.2.1","Environmental Management:"]
[]
[2812,"C1.2.1.1","Monitoring of compliance with and reporting on the EMP","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E50*F50","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2814,"C1.2.2","Programming and Reporting:"]
[]
[2820,"C1.2.2.6","Preparation and submission of all information and reports specified in the Contract Documentation","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E54*F54","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2835,"C1.2.5","Safety:"]
[]
[2836,"C1.2.5.1","Health and safety plan","lump sum",1,{"v":10000,"d":"R10,000.00"},{"$f":"E58*F58","v":{"v":10000,"d":"R10,000.00"}}]
[]
[2837,"C1.2.5.2","Implementation of health and safety plan","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E60*F60","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2843,"C1.2.8","Dayworks:"]
[]
[2844,"C1.2.8.1","Personnel:"]
[]
[2845,null,"(a) Unskilled labourer","Hour",2500,{"v":40,"d":"R40.00"},{"$f":"E66*F66","v":{"v":100000,"d":"R100,000.00"}}]
[]
[2846,null,"(b) Semi-skilled labourer","Hour",1500,{"v":45,"d":"R45.00"},{"$f":"E68*F68","v":{"v":67500,"d":"R67,500.00"}}]
[]
[2847,null,"(c) Skilled labourer","Hour",1000,{"v":50,"d":"R50.00"},{"$f":"E70*F70","v":{"v":50000,"d":"R50,000.00"}}]
[]
[2848,null,"(d) Gang leader","Hour",500,{"v":60,"d":"R60.00"},{"$f":"E72*F72","v":{"v":30000,"d":"R30,000.00"}}]
[]
[2849,null,"(e) Foreman","Hour",500,{"v":95,"d":"R95.00"},{"$f":"E74*F74","v":{"v":47500,"d":"R47,500.00"}}]
[]
[null,null,"(f) Skilled Artisan","Hour",500,{"v":55,"d":"R55.00"},{"$f":"E76*F76","v":{"v":27500,"d":"R27,500.00"}}]
[]
[null,null,"(g) Flagman","Hour",800,{"v":70,"d":"R70.00"},{"$f":"E78*F78","v":{"v":56000,"d":"R56,000.00"}}]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G46:G79)","v":{"v":433500,"d":"R433,500.00"}}]
[]
[]
[]
[null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null," Brought Forward",{"$nulls":4},{"$f":"G80","v":{"v":433500,"d":"R433,500.00"}}]
[2851,"C1.2.8.2","Construction equipment:"]
[]
[2852,null,"(a) Motor grader (minimum 9 tons, power ± 100kW)","Hour",40,{"v":1100,"d":"R1,100.00"},{"$f":"E89*F89","v":{"v":44000,"d":"R44,000.00"}}]
[]
[2853,null,"(b) Vibratory roller (9-12 tons)","Hour",30,{"v":570,"d":"R570.00"},{"$f":"E91*F91","v":{"v":17100,"d":"R17,100.00"}}]
[]
[2854,null,"(c) Pneumatic roller  (gross mass: ± 4,5 tons unloaded to 18 tons loaded)","Hour",30,{"v":410,"d":"R410.00"},{"$f":"E93*F93","v":{"v":12300,"d":"R12,300.00"}}]
[]
[2855,null,"(d) Front end loader (minimum power 90kW)","Hour",60,{"v":700,"d":"R700.00"},{"$f":"E95*F95","v":{"v":42000,"d":"R42,000.00"}}]
[]
[2856,null,"(e) Tractor loader backhoe (55-70 kW 0,5m3 bucket)","Hour",30,{"v":490,"d":"R490.00"},{"$f":"E97*F97","v":{"v":14700,"d":"R14,700.00"}}]
[]
[2857,null,"(f) Excavator (minimum power 105 kW)","Hour",40,{"v":820,"d":"R820.00"},{"$f":"E99*F99","v":{"v":32800,"d":"R32,800.00"}}]
[]
[null,null,"(g) Water truck (minimum 5 kl)","Hour",40,{"v":190,"d":"R190.00"},{"$f":"E101*F101","v":{"v":7600,"d":"R7,600.00"}}]
[]
[null,null,"(h) Tip truck (minimum load capacity 10 tons)","Hour",40,{"v":450,"d":"R450.00"},{"$f":"E103*F103","v":{"v":18000,"d":"R18,000.00"}}]
[]
[2860,"C1.2.8.3","Vehicles:"]
[]
[2861,null,"(a) Light delivery vehicle","kilometre",3000,{"v":5,"d":"R5.00"},{"$f":"E107*F107","v":{"v":15000,"d":"R15,000.00"}}]
[]
[2862,null,"(b) Flatbed truck","kilometre",1000,{"v":8,"d":"R8.00"},{"$f":"E109*F109","v":{"v":8000,"d":"R8,000.00"}}]
[]
[5172,null,"(c) Dump truck","kilometre",2500,{"v":12,"d":"R12.00"},{"$f":"E111*F111","v":{"v":30000,"d":"R30,000.00"}}]
[]
[5174,"C1.2.8.4","Materials:"]
[]
[5175,null,"(a) Procurement of materials","prov sum ",1,{"v":30000,"d":"R30,000.00"},{"$f":"E115*F115","v":{"v":30000,"d":"R30,000.00"}}]
[]
[5176,null,"(b) Contractor's handling costs, profit and all other charges in respect of item C1.2.8.4(a)","%",{"$f":"F115","v":30000},{"v":0.08,"d":"R0.08"},{"$f":"E117*F117","v":{"v":2400,"d":"R2,400.00"}}]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G86:G118)","v":{"v":707400,"d":"R707,400.00"}}]
[]
[]
[null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[198,"C1.3","CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS"]
[]
[2868,"C1.3.1","The Contractor's general obligations:"]
[]
[2869,"C1.3.1.1","Fixed obligations","lump sum",1,{"v":2500000,"d":"R2,500,000.00"},{"$f":"E128*F128","v":{"v":2500000,"d":"R2,500,000.00"}}]
[]
[2870,"C1.3.1.2","Value-related obligations","lump sum",1,{"v":1000000,"d":"R1,000,000.00"},{"$f":"E130*F130","v":{"v":1000000,"d":"R1,000,000.00"}}]
[]
[2871,"C1.3.1.3","Time-related obligations","month",3,{"v":2300000,"d":"R2,300,000.00"},{"$f":"E132*F132","v":{"v":6900000,"d":"R6,900,000.00"}}]
[]
[null,"PC1.3.2","Designing and compiling reports - Geometric and Stormwater Design, and pavement verification ","Prov sum ",1,{"v":350000,"d":"R350,000.00"},{"$f":"E134*F134","v":{"v":350000,"d":"R350,000.00"}}]
[]
[null,"PC1.3.3","Compiling and submission of construction and as-built drawings","Prov sum ",1,{"v":250000,"d":"R250,000.00"},{"$f":"E136*F136","v":{"v":250000,"d":"R250,000.00"}}]
[]
[null,"PC1.3.4","Skills transfer and training of Employer's Engineers","Prov sum ",1,{"v":200000,"d":"R200,000.00"},{"$f":"E138*F138","v":{"v":200000,"d":"R200,000.00"}}]
[]
[null,"PC1.3.3.8","Quality Officer complying with ISO 9001","Months",3,{"v":75000,"d":"R75,000.00"},{"$f":"E140*F140","v":{"v":225000,"d":"R225,000.00"}}]
{"$rows_empty":16}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G124:G156)","v":{"v":11425000,"d":"R11,425,000.00"}}]
[]
[]
[null,"C1.5 ACCOMMODATION OF TRAFFIC"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[200,"C1.5","ACCOMMODATION OF TRAFFIC"]
[]
[6196,"C1.5.2","Accommodation of vehicular traffic","month",3,{"v":15000,"d":"R15,000.00"},{"$f":"E164*F164","v":{"v":45000,"d":"R45,000.00"}}]
[]
[2963,"C1.5.7","Temporary traffic control facilities:"]
[]
[2964,"C1.5.7.1","Delineators including mounting bases and ballast:"]
[]
[2966,null,"(b) Double sided, reversible left or right (600mm x 150mm)","No",20,{"v":150,"d":"R150.00"},{"$f":"E170*F170","v":{"v":3000,"d":"R3,000.00"}}]
[]
[2967,"C1.5.7.2","Traffic cones, minimum height 750 mm","No",30,{"v":200,"d":"R200.00"},{"$f":"E172*F172","v":{"v":6000,"d":"R6,000.00"}}]
[]
[2968,"C1.5.7.3","Flagmen","man-shift",150,{"v":750,"d":"R750.00"},{"$f":"E174*F174","v":{"v":112500,"d":"R112,500.00"}}]
[]
[2969,"C1.5.7.4","Traffic controllers","man-shift",150,{"v":750,"d":"R750.00"},{"$f":"E176*F176","v":{"v":112500,"d":"R112,500.00"}}]
[]
[2988,"C1.5.7.8","Traffic control stations","month",3,{"v":5000,"d":"R5,000.00"},{"$f":"E178*F178","v":{"v":15000,"d":"R15,000.00"}}]
[]
[5201,"C1.5.8","Traffic safety officer","man-month",7,{"v":10000,"d":"R10,000.00"},{"$f":"E180*F180","v":{"v":70000,"d":"R70,000.00"}}]
[]
[5202,"C1.5.9","Traffic safety vehicle","month",3,{"v":2500,"d":"R2,500.00"},{"$f":"E182*F182","v":{"v":7500,"d":"R7,500.00"}}]
[]
[null,"C1.5.12","Additional traffic accommodation facilities ordered by the Engineer:"]
[]
[null,"C1.5.12.1","Provision of additional traffic accommodation facilities","Prov sum ",1,null,{"$f":"E186*F186","v":0}]
{"$rows_empty":14}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G162:G200)","v":{"v":371500,"d":"R371,500.00"}}]
[]
[]
[null,"C1.6 CLEARING AND GRUBBING"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[201,"C1.6","CLEARING AND GRUBBING"]
[]
[null,"PC1.6.1","Clearing and Grubbing:"]
[]
[null,"C1.6.1.1","Clearing with machines and some hand labour where necessary","ha",2,{"v":18000,"d":"R18,000.00"},{"$f":"E210*F210","v":{"v":36000,"d":"R36,000.00"}}]
[]
[null,"C1.6.3","Removal and grubbing of large trees and tree stumps:"]
[]
[null,"C1.6.3.1","Girth equal to or exceeding 1,0 m up to and including 2,0 m","No",15,{"v":1350,"d":"R1,350.00"},{"$f":"E214*F214","v":{"v":20250,"d":"R20,250.00"}}]
[]
[null,"C1.6.3.2","Girth exceeding 2,0 m up to and including 3,0 m","No",23,{"v":1550,"d":"R1,550.00"},{"$f":"E216*F216","v":{"v":35650,"d":"R35,650.00"}}]
[]
[null,"C2.1.2","Existing services location, detection and verification:"]
[]
[null,"C2.1.2.5","Using hand excavation to locate, expose and verify services","m³",300,{"v":750,"d":"R750.00"},{"$f":"E220*F220","v":{"v":225000,"d":"R225,000.00"}}]
{"$rows_empty":11}
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G206:G231)","v":{"v":316900,"d":"R316,900.00"}}]
[]
[null,"C3.1 DRAINS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[237,"C3.1","DRAINS"]
[]
[6199,"C3.1.1","Excavation for open drains: "]
[]
[6200,"C3.1.1.1","Excavating all material situated within the following depth ranges below the surface level using conventional methods:"]
[]
[6201,null,"(a) 0 m to 1,5 m (includes side drains and mitre drains) * one side of the drain only at 2% crossfall","m³",2500,{"v":120,"d":"R120.00"},{"$f":"E242*F242","v":{"v":300000,"d":"R300,000.00"}}]
[]
[5315,"C3.1.16","Loading and hauling of material in excess of 1,0 km","m³-km",5,{"v":6,"d":"R6.00"},{"$f":"E244*F244","v":{"v":30,"d":"R30.00"}}]
[]
[5322]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G236:G251)","v":{"v":300030,"d":"R300,030.00"}}]
[]
[null,"C3.2 CULVERTS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[238,"C3.2","CULVERTS"]
[]
[6211,"C3.2.1","Excavation for culvert structures:"]
[]
[6212,"C3.2.1.1","Excavating in all material situated within the following depth ranges below the surface level:"]
[]
[6213,null,"(a) 0 m to 1,5 m","m³",40,{"v":150,"d":"R150.00"},{"$f":"E262*F262","v":{"v":6000,"d":"R6,000.00"}}]
[]
[3434,"C3.2.2.1","Using the excavated material","m³",25,{"v":150,"d":"R150.00"},{"$f":"E264*F264","v":{"v":3750,"d":"R3,750.00"}}]
[]
[3435,"C3.2.2.2","Using imported selected material:"]
[]
[3436,null,"(a) From commercial sources (state type)","m³",10,{"v":600,"d":"R600.00"},{"$f":"E268*F268","v":{"v":6000,"d":"R6,000.00"}}]
[]
[3443,"PC3.2.3","Concrete pipe culverts:"]
[]
[3445,"C3.2.3.2","On Class B bedding (type and diameter indicated)","m",50,{"v":1250,"d":"R1,250.00"},{"$f":"E272*F272","v":{"v":62500,"d":"R62,500.00"}}]
[]
[3446,null,"(a) Supply and install precast concrete pipe culvert, DN300 (spigot-and-socket with elastomeric seal, SANS 986/677 compliant), laid to line and level. Item includes all pipe sections and jointing materials for one completed road crossing","No",10,{"v":2500,"d":"R2,500.00"},{"$f":"E274*F274","v":{"v":25000,"d":"R25,000.00"}}]
[]
[null,null,"(b) Stone pitching apron at mirtre drain/culvert outlets, 150 mm thick on geotextile","m2",70,{"v":450,"d":"R450.00"},{"$f":"E276*F276","v":{"v":31500,"d":"R31,500.00"}}]
[]
[null,null,"(c ) Geotextile separator (Class A2/A3) under mitre drain aprons","m2",70,{"v":25,"d":"R25.00"},{"$f":"E278*F278","v":{"v":1750,"d":"R1,750.00"}}]
[]
[null,"PC11.1.2","Stone pitching:"]
[]
[null,"C11.1.2.2","Grouted stone pitching with mortar","m²",null,null,{"$f":"E282*F282","v":0}]
[]
[]
[]
[]
[]
[]
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G256:G288)","v":{"v":136500,"d":"R136,500.00"}}]
[]
[null,"C4.4 COMMERCIAL MATERIALS"]
[243,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C4.4","COMMERCIAL MATERIALS"]
[]
[null,"C4.4.2","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:"]
[]
[null,"PC4.4.2.1","Pavement layer material:"]
[]
[null,null,"(e) Type G5 material","m³",2750,{"v":350,"d":"R350.00"},{"$f":"E299*F299","v":{"v":962500,"d":"R962,500.00"}}]
[]
[null,null,"(e) Type G6 material","m³",1450,{"v":305,"d":"R305.00"},{"$f":"E301*F301","v":{"v":442250,"d":"R442,250.00"}}]
[]
[null,null,"(e) Type G7 material","m³",2550,{"v":300,"d":"R300.00"},{"$f":"E303*F303","v":{"v":765000,"d":"R765,000.00"}}]
[]
[null,null,"(q) Natural or crushed gravel material for the wearing course of an unsealed road","m³",2550,{"v":350,"d":"R350.00"},{"$f":"E305*F305","v":{"v":892500,"d":"R892,500.00"}}]
[]
[null,"C4.4.4","Cementitious stabilising agents:"]
[]
[null,"C4.4.4.1","Cement","ton ",90,{"v":1900,"d":"R1,900.00"},{"$f":"E309*F309","v":{"v":171000,"d":"R171,000.00"}}]
[]
[null,"C4.4.5","Bituminous stabilising agents:"]
[]
[null,"C4.4.5.2","Emulsion stable grade (CAT 65 spray-grade )","t",2.5,{"v":1600,"d":"R1,600.00"},{"$f":"E313*F313","v":{"v":4000,"d":"R4,000.00"}}]
[]
[3733,"C4.4.7","Sampling and material testing by a commercial laboratory for the stabilisation designs:"]
[]
[3734,"C4.4.7.1","Cost of sampling and material testing","prov sum ",1,{"v":50000,"d":"R50,000.00"},{"$f":"E317*F317","v":{"v":50000,"d":"R50,000.00"}}]
[]
[null,"C4.4.7.2","Handling cost and profit in respect of item C4.4.7.1","%",{"$f":"F317","v":50000},{"v":0.08,"d":"R0.08"},{"$f":"E319*F319","v":{"v":4000,"d":"R4,000.00"}}]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G293:G321)","v":{"v":3291250,"d":"R3,291,250.00"}}]
[]
[null,"C5.1 ROADBED"]
[245,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.1","ROADBED"]
[3777]
[null,"PC5.1.1","Roadbed construction and compaction:"]
[3779]
[null,"PC5.1.1.2","Compaction of in-situ material to atleast 90 % Mod AASHTO","m³",8300,{"v":25,"d":"R25.00"},{"$f":"E330*F330","v":{"v":207500,"d":"R207,500.00"}}]
[3793]
[null,"C5.1.3","Excavate material to spoil sites designated by the Contractor:"]
[3794]
[null,"C5.1.3.1","Excavate material to spoil from roadbed construction, material obtained from:"]
[3795]
[null,null,"(a) Soft excavation","m³",30000,{"v":50,"d":"R50.00"},{"$f":"E336*F336","v":{"v":1500000,"d":"R1,500,000.00"}}]
[3796]
[null,null,"(b) Boulder excavation Class A","m³",600,{"v":350,"d":"R350.00"},{"$f":"E338*F338","v":{"v":210000,"d":"R210,000.00"}}]
[6227]
[null,null,"(d) Hard excavation (other than by blasting)","m³",200,{"v":400,"d":"R400.00"},{"$f":"E340*F340","v":{"v":80000,"d":"R80,000.00"}}]
[]
[null,"C5.1.3.2","Excavate material to spoil from roadbed construction, using labour enhancement, material obtained from:"]
[3798]
[null,null,"(a) Soft excavation","m³",300,{"v":80,"d":"R80.00"},{"$f":"E344*F344","v":{"v":24000,"d":"R24,000.00"}}]
[3799]
[null,"C5.1.4","Removal of unsuitable material to spoil:","`"]
[3801]
[null,"C5.1.4.1","In layer thicknesses of 200 mm and less:"]
[6230]
[null,null,"(a) Stable material","m³",200,{"v":55,"d":"R55.00"},{"$f":"E350*F350","v":{"v":11000,"d":"R11,000.00"}}]
[6231]
[null,null,"(b) Unstable material","m³",200,{"v":55,"d":"R55.00"},{"$f":"E352*F352","v":{"v":11000,"d":"R11,000.00"}}]
[3804]
[null,"C5.1.5","In-situ treatment of roadbed in hard material:"]
[3805]
[null,"C5.1.5.1","In-situ treatment by ripping","m³",8300,{"v":15,"d":"R15.00"},{"$f":"E356*F356","v":{"v":124500,"d":"R124,500.00"}}]
[5446]
[]
[]
[]
[]
[]
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G326:G362)","v":{"v":2168000,"d":"R2,168,000.00"}}]
[]
[null,"C5.3 ROAD PAVEMENT LAYERS"]
[247,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.3","ROAD PAVEMENT LAYERS"]
[]
[null,"C5.3.1","Compiling and implementing M&U plans for the construction of all the pavement layers","No",5,{"v":1500,"d":"R1,500.00"},{"$f":"E369*F369","v":{"v":7500,"d":"R7,500.00"}}]
[]
[null,"PC5.3.2","Construction of pavement layers:"]
[]
[null,"PC5.3.2.1","Construction of layers using conventional construction methods:"]
[]
[null,null,"Roadway"]
[]
[null,null,"(a) Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",1100,{"v":80,"d":"R80.00"},{"$f":"E377*F377","v":{"v":88000,"d":"R88,000.00"}}]
[]
[null,null,"(g) Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",1100,{"v":120,"d":"R120.00"},{"$f":"E379*F379","v":{"v":132000,"d":"R132,000.00"}}]
[]
[null,null,"(j) Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",1100,{"v":120,"d":"R120.00"},{"$f":"E381*F381","v":{"v":132000,"d":"R132,000.00"}}]
[]
[null,null,"Tarpaulin Removal Area and Staging Area"]
[]
[null,null,"(a) Lower G7 selected subgrade layer (150mm) compacted to 93% Mod AASHTO","m³",1500,{"v":80,"d":"R80.00"},{"$f":"E385*F385","v":{"v":120000,"d":"R120,000.00"}}]
[]
[null,null,"(c) Upper G6 selected subgrade layer (150mm) compacted to 95% Mod AASHTO","m³",1500,{"v":100,"d":"R100.00"},{"$f":"E387*F387","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,null,"(g) Gravel wearing course layer 150mm compacted to 95% Mod AASHTO","m³",1500,{"v":100,"d":"R100.00"},{"$f":"E389*F389","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,null,"(j) Lower G5 subbase gravel layer (chemically stabilised to achieve a 150mm C4 layer) compacted to 95% Mod AASHTO","m³",1500,{"v":100,"d":"R100.00"},{"$f":"E391*F391","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,null,"Laydown Area"]
[]
[null,null,"(i) Lower G5 subbase gravel layer (unstabilised) (200mm) compacted to 95% Mod AASHTO","m³",200,{"v":100,"d":"R100.00"},{"$f":"E395*F395","v":{"v":20000,"d":"R20,000.00"}}]
[]
[]
[]
[]
[]
[]
[5451]
[]
[3867]
[]
[3868]
[]
[]
[]
[5459]
[]
[5466]
[]
[]
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G367:G414)","v":{"v":949500,"d":"R949,500.00"}}]
[]
[null,"C5.4 STABILISATION"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C5.4","STABILISATION"]
[]
[null,"C5.4.2","Chemical stabilisation:"]
[]
[null,"C5.4.2.1","Chemical stabilisation of 150mm G5 gravel pavement layers to achieve C4 properties","m³",2600,{"v":20,"d":"R20.00"},{"$f":"E423*F423","v":{"v":52000,"d":"R52,000.00"}}]
[]
[null,"C5.4.2.2","Chemical stabilisation of 150mm G5 gravel of pavement layers to achieve C4 properties using labour enhanced methods of construction","m³",500,{"v":30,"d":"R30.00"},{"$f":"E425*F425","v":{"v":15000,"d":"R15,000.00"}}]
[]
[null,"C5.4.5","Cementitious stabilisation agents for pavement layers:"]
[]
[null,"C5.4.5.2","Addition of cementitious stabilisation agents  for pavement layers and spreading the agent using bags and labour enhancement methods:"]
[]
[null,null,"(a) Cement (CEM II 32.5N Portland composite cement)","t",90,{"v":200,"d":"R200.00"},{"$f":"E431*F431","v":{"v":18000,"d":"R18,000.00"}}]
[]
[null,"PC8.2.1","Cover sprays, fog sprays and rejuvenation sprays:"]
[]
[null,"C8.2.1.1","65 % Cationic spray grade emulsion:"]
[]
[null,null,"(a) Diluted with 60% emulsion / 40% water","ℓ",2010,{"v":20,"d":"R20.00"},{"$f":"E437*F437","v":{"v":40200,"d":"R40,200.00"}}]
{"$rows_empty":14}
[null," Total Carried Forward",{"$nulls":4},{"$f":"SUM(G419:G451)","v":{"v":125200,"d":"R125,200.00"}}]
[]
[]
[null,"C6.2 SEGMENTAL BLOCK PAVING LAYERS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C6.2","SEGMENTAL BLOCK PAVING LAYERS"]
[]
[null,"C6.2.1","Segmental block paving:"]
[]
[null,"C6.2.1.1","Concrete block paving (60mm Class 30/2.0, Type S-A)","m²",200,{"v":200,"d":"R200.00"},{"$f":"E461*F461","v":{"v":40000,"d":"R40,000.00"}}]
[]
[null,"C6.2.3","Provision and application of approved herbicide and ant poison:"]
[]
[null,"C6.2.3.1","Provision of materials","PC sum",1,{"v":5000,"d":"R5,000.00"},{"$f":"E465*F465","v":{"v":5000,"d":"R5,000.00"}}]
[]
[null,"C6.2.3.2","Contractor’s charges and profit added to the prime cost sum","%",{"$f":"F465","v":5000},{"v":0.08,"d":"R0.08"},{"$f":"E467*F467","v":{"v":400,"d":"R400.00"}}]
[]
[null,"C6.2.4","Re-sanding of joints in segmental block paving:"]
[]
[null,"C6.2.4.1","Concrete block paving (60mm Class 30/2.0, Type S-A)","m²",200,{"v":20,"d":"R20.00"},{"$f":"E471*F471","v":{"v":4000,"d":"R4,000.00"}}]
[]
[null,"PC6.2/PC3.3.1.1","Prefabricated concrete kerbing "]
[]
[null,null,"(a) Fiure E1 concrete kerb (75x150) laid with 20MPa bedding/backing","m",130,{"v":150,"d":"R150.00"},{"$f":"E475*F475","v":{"v":19500,"d":"R19,500.00"}}]
{"$rows_empty":11}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G457:G486)","v":{"v":68900,"d":"R68,900.00"}}]
[]
[null,"C11.6 ROAD SIGNS"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C11.6","ROAD SIGNS"]
[]
[null,"PC11.6","Supply and install road signs compliant with SARTSM"]
[]
[null,null,"(a) R201 Speed Limit signs (30 km/h)","No",4,{"v":1400,"d":"R1,400.00"},{"$f":"E495*F495","v":{"v":5600,"d":"R5,600.00"}}]
[]
[null,null,"(b) R1 STOP","No",4,{"v":1400,"d":"R1,400.00"},{"$f":"E497*F497","v":{"v":5600,"d":"R5,600.00"}}]
[]
[null,null,"(c )R4.1 One-way left ","No",1,{"v":1300,"d":"R1,300.00"},{"$f":"E499*F499","v":{"v":1300,"d":"R1,300.00"}}]
[]
[null,null,"(d) R4.2 One-way right ","No",2,{"v":1300,"d":"R1,300.00"},{"$f":"E501*F501","v":{"v":2600,"d":"R2,600.00"}}]
{"$rows_empty":25}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G491:G526)","v":{"v":15100,"d":"R15,100.00"}}]
[]
[]
[null,"C11.9 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[277,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[4659]
[null,"PC11.9.1","Finishing the road and road reserve:"]
[4661]
[null,"C11.9.1.2","Single carriageway road","km",1,{"v":15000,"d":"R15,000.00"},{"$f":"E536*F536","v":{"v":15000,"d":"R15,000.00"}}]
[]
[null,"PC11.9.1.2","Tarpaulin removal area","km",0.3,{"v":10000,"d":"R10,000.00"},{"$f":"E538*F538","v":{"v":3000,"d":"R3,000.00"}}]
[]
[null,"PC11.9.1.2","Staging area","km",0.3,{"v":10000,"d":"R10,000.00"},{"$f":"E540*F540","v":{"v":3000,"d":"R3,000.00"}}]
[]
[null,"PC11.9/PC11.8.9","Trees and shrubs:"]
[]
[null,"PC11.8.9.1","Providing and planting trees and shrubs:"]
[]
[null,null,"(a) Trees (any indigineous tree e.g. White  stinkwood,\nYellowwood and Camelthorn in 45 – 50 L trees)","No",40,{"v":900,"d":"R900.00"},{"$f":"E546*F546","v":{"v":36000,"d":"R36,000.00"}}]
{"$rows_empty":10}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G532:G556)","v":{"v":57000,"d":"R57,000.00"}}]
[]
[]
[null,"C20.1 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[null,"Item","Description","Unit","Quantity","Rate","Amount R"]
[null,"C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
[null,"C20.1.2","Special tests requested by the Engineer:"]
[]
[null,"PC20.1.2.1","(a) Cost of testing","PC sum",1,{"v":20000,"d":"R20,000.00"},{"$f":"E566*F566","v":{"v":20000,"d":"R20,000.00"}}]
[]
[null,null,"(b) Charge on Prime Cost Sum","%",{"$f":"F566","v":20000},{"v":0.08,"d":"R0.08"},{"$f":"E568*F568","v":{"v":1600,"d":"R1,600.00"}}]
{"$rows_empty":15}
[null," Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(G558:G583)","v":{"v":21600,"d":"R21,600.00"}}]
[]
[]
[null,"SUMMARY OF SECTIONS"]
[]
[null,null,"Description"," "," "," ","Amount R"]
[null,null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS",{"$nulls":3},{"$f":"G119","v":{"v":707400,"d":"R707,400.00"}}]
[]
[null,null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND GENERAL OBLIGATIONS",{"$nulls":3},{"$f":"G157","v":{"v":11425000,"d":"R11,425,000.00"}}]
[]
[null,null,"C1.5 ACCOMMODATION OF TRAFFIC",{"$nulls":3},{"$f":"G201","v":{"v":371500,"d":"R371,500.00"}}]
[]
[null,null,"C1.6 CLEARING AND GRUBBING",{"$nulls":3},{"$f":"G232","v":{"v":316900,"d":"R316,900.00"}}]
[]
[null,null,"C3.1 DRAINS",{"$nulls":3},{"$f":"G252","v":{"v":300030,"d":"R300,030.00"}}]
[]
[null,null,"C3.2 CULVERTS",{"$nulls":3},{"$f":"G289","v":{"v":136500,"d":"R136,500.00"}}]
[]
[null,null,"C4.4 COMMERCIAL MATERIALS",{"$nulls":3},{"$f":"G322","v":{"v":3291250,"d":"R3,291,250.00"}}]
[]
[null,null,"C5.1 ROADBED",{"$nulls":3},{"$f":"G363","v":{"v":2168000,"d":"R2,168,000.00"}}]
[]
[null,null,"C5.3 ROAD PAVEMENT LAYERS",{"$nulls":3},{"$f":"G415","v":{"v":949500,"d":"R949,500.00"}}]
[]
[null,null,"C5.4 STABILISATION",{"$nulls":3},{"$f":"G452","v":{"v":125200,"d":"R125,200.00"}}]
[]
[null,null,"C6.2 SEGMENTAL BLOCK PAVING LAYERS",{"$nulls":3},{"$f":"G487","v":{"v":68900,"d":"R68,900.00"}}]
[]
[null,null,"C11.6 ROAD SIGNS",{"$nulls":3},{"$f":"G527","v":{"v":15100,"d":"R15,100.00"}}]
[]
[null,null,"C11.9 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",{"$nulls":3},{"$f":"G557","v":{"v":57000,"d":"R57,000.00"}}]
[]
[null,null,"C20.1 TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP",{"$nulls":3},{"$f":"G584","v":{"v":21600,"d":"R21,600.00"}}]
[]
[null,null,"   SUBTOTAL",{"$nulls":3},{"$f":"SUM(G590:G617)","v":{"v":19953880,"d":"R19,953,880.00"}},null,{"$f":"G592/G618","v":{"v":0.5726,"d":"57.26%"}}]
[]
[null,null,"Add 10% Contingency",{"$nulls":3},{"$f":"10%*G618","v":{"v":1995388,"d":"R1,995,388.00"}}]
[]
[null,null,"Add 15% VAT",{"$nulls":3},{"$f":"15%*G618","v":{"v":2993082,"d":"R2,993,082.00"}}]
[]
[null,null," Total Contract Value",{"$nulls":3},{"$f":"SUM(G618:G622)","v":{"v":24942350,"d":"R24,942,350.00"}}]

{"sheet":"Site Establishment Breakdown","index":6,"n_rows":27,"n_cols":14,"rows_kept":27,"hidden":true}
[]
[null,"Once off charges",{"$nulls":9},"Months","Days"]
[null,"Site Establishment","Qty","Months","Rate","Amount",{"$nulls":5},{"$f":"M3/30","v":5.33333333333333},{"v":160,"d":"160.00"},"Outage 1"]
[null,"Site Offices",2,1,{"$f":"3320*1.15","v":{"v":3818,"d":"R3,818.00"}},{"$f":"C4*E4*D4","v":{"v":7636,"d":"R7,636.00"}},null,null,"https://www.b-one.co.za/hire/construction-hire/container/6m-insulated-office-container-with-aircon-4",null,null,4.86666666666667,{"v":146,"d":"146.00"},"Outage 2"]
[null,"Kitchen",1,1,{"v":3500,"d":"R3,500.00"},{"$f":"C5*E5*D5","v":{"v":3500,"d":"R3,500.00"}},null,null,"https://www.b-one.co.za/hire/construction-hire/container/6m-kitchen-unit-46",null,null,1.66666666666667,{"v":50,"d":"50.00"},"Outage 3"]
[null,"Eating area",1,1,{"v":3500,"d":"R3,500.00"},{"v":3500,"d":"R3,500.00"},{"$nulls":5},1.36666666666667,{"v":41,"d":"41.00"},"Outage 4"]
[null,"Storeroom",1,1,{"v":1500,"d":"R1,500.00"},{"v":1500,"d":"R1,500.00"},null,null,"https://www.b-one.co.za/hire/construction-hire/container/6m-storage-container-1",null,null,1.43333333333333,{"v":43,"d":"43.00"},"Outage 5"]
[null,"Changing room",2,1,{"v":1500,"d":"R1,500.00"},{"v":3000,"d":"R3,000.00"},{"$nulls":5},2,{"v":60,"d":"60.00"},"Outage 6"]
[null,"Ablutions",3,1,{"v":2100,"d":"R2,100.00"},{"$f":"C9*E9*D9","v":{"v":6300,"d":"R6,300.00"}},null,null,"https://www.b-one.co.za/hire/construction-hire/toilet/de-luxe-24",null,null,2,{"v":60,"d":"60.00"},"Outage 7"]
[null,"Consumables",1,1,{"v":5000,"d":"R5,000.00"},{"$f":"C10*E10*D10","v":{"v":5000,"d":"R5,000.00"}}]
[null,"Tools & Equipment",1,1,{"v":50000,"d":"R50,000.00"},{"$f":"C11*E11*D11","v":{"v":50000,"d":"R50,000.00"}}]
[null,"Utilites (Water + Electricity)",1,1,{"v":5000,"d":"R5,000.00"},{"$f":"C12*E12*D12","v":{"v":5000,"d":"R5,000.00"}}]
[null,"Delivery",1,1,{"v":20000,"d":"R20,000.00"},{"$f":"E13","v":{"v":20000,"d":"R20,000.00"}},{"$nulls":6},{"$f":"SUM(M3:M9)","v":{"v":560,"d":"560.00"}},"Total Outage Days"]
[null,"Setting-up fee",1,1,{"v":10000,"d":"R10,000.00"},{"$f":"E14","v":{"v":10000,"d":"R10,000.00"}}]
[null,"Total ",{"$nulls":3},{"$f":"SUM(F4:F14)","v":{"v":115436,"d":"R115,436.00"}},{"$nulls":5},{"$f":"SUM(L3:L9)","v":18.6666666666667},"Total Months on Site"]
[]
[null,"Time-related charges"]
[null,"Site Establishment","Qty","Months","Rate","Amount"]
[null,"Site Offices",2,1,{"$f":"3320*1.15","v":{"v":3818,"d":"R3,818.00"}},{"$f":"C19*E19*D19","v":{"v":7636,"d":"R7,636.00"}}]
[null,"Kitchen",1,1,{"v":3500,"d":"R3,500.00"},{"$f":"C20*E20*D20","v":{"v":3500,"d":"R3,500.00"}}]
[null,"Eating area",1,1,{"v":3500,"d":"R3,500.00"},{"v":3500,"d":"R3,500.00"}]
[null,"Storeroom",1,1,{"v":1500,"d":"R1,500.00"},{"v":1500,"d":"R1,500.00"}]
[null,"Changing room",2,1,{"v":1500,"d":"R1,500.00"},{"v":3000,"d":"R3,000.00"}]
[null,"Ablutions",3,1,{"v":2100,"d":"R2,100.00"},{"$f":"C24*E24*D24","v":{"v":6300,"d":"R6,300.00"}}]
[null,"Consumables",1,1,{"v":2000,"d":"R2,000.00"},{"$f":"C25*E25*D25","v":{"v":2000,"d":"R2,000.00"}}]
[null,"Utilites (Water + Electricity)",1,1,{"v":3000,"d":"R3,000.00"},{"$f":"C26*E26*D26","v":{"v":3000,"d":"R3,000.00"}}]
[null,"Total ",{"$nulls":3},{"$f":"SUM(F19:F26)","v":{"v":30436,"d":"R30,436.00"}}]