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[]
[]
[{"$nulls":5},"CONTRACT NO: 54/2019"]
[null,"CITY OF MBOMBELA"]
[null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE"]
[]
[]
[null,null,"SCHEDULE A"]
[]
[]
[]
[]
[]
[]
[null,null,"PRELIMINARIES AND GENERALS AND BRIDGE WORKS"]

{"sheet":"1200","index":1,"n_rows":41,"n_cols":7,"rows_kept":41,"merged":[[0,0,2,1],[0,2,0,5],[1,2,1,5],[2,2,2,5]],"flags":["formulas_cached_only"]}
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION ",null,"GENERAL REQUIREMENTS AND PROVISIONS"]
["B1200"]
["B12.01",null,"The contractor’s obligations in respect of local and other labourers:"]
[]
[null,null,"(a)    Local and other labourers","lump sum",1]
[null,null,"(b)   Written agreements between the contractor and local and other labourers","lump sum",1]
[]
["B12.02","LI","Liaison Officer"]
[null,null,"(a)    Remuneration of Liaison Officer","Month",7,{"v":9063,"d":"R 9,063.00"},{"v":63441,"d":"R 63,441.00"}]
[null,null,"(b)    Remuneration of Project Liaison Committee","Prov Sum",1,{"v":40000,"d":"R 40,000.00"},{"v":40000,"d":"R 40,000.00"}]
[null,null,"(c)   Contractor's charge to allow for handling costs and profit in respect of sub-item 12.02(a) and (b)","%",{"v":40000,"d":"40,000.00"}]
[]
["B12.03","LI","Relocation of Services"]
[null,null,"(a)    Relocation, including lowering or raising, protection and /or repair of existing services which are not allowed for under items in the schedule of quantities","Prov Sum",1,{"v":15000,"d":"R15,000.00"},{"v":15000,"d":"R 15,000.00"}]
[]
[null,null,"(b)   Contractor's charge to allow for handling costs and profit in respect of sub-item 12.03(a) ","%",{"v":15000,"d":"R 15,000.00"}]
[]
["B12.04","LI","Training:"]
[null,null,"(a)    Wages and salaries of local and other labourers employed by the contractor, subcontractors and emerging contractors in respect of training periods for on site training by the contractor during which no productive work is executed","lump sum",1]
[]
[null,null,"(b)   Accredited and approved training courses for selected local and other labourers including local and other labourers including wages during training","Prov Sum",1,250000,{"v":250000,"d":"R 250,000.00"}]
[]
[null,null,"(c)     Contractor’s charge to allow for handling costs and profit in respect of subitem 12.04 (b)","%",{"v":250000,"d":"R 250,000.00"}]
{"$rows_empty":11}
[null,null,"TOTAL CARRIED FORWARD TO SUMMARY"]

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[]
[{"$nulls":5},"Page","C2.2.4"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"CONTRACTOR’S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
["B1300"]
["B13.01",null,"The contractor’s general obligations:"]
[]
[null,null,"(a)    Fixed obligation","Lump sum",1]
[]
[null,null,"(b)   Value-related obligations","Lump sum",1]
[]
[null,null,"(c)    Time-related obligations","Month",7]
[]
["B13.02",null,"(a)    Contractor's obligation in respect of the Occupational Health and Safety Act and Construction Regulations ","Lump Sum",1]
[]
[]
[]
[null,null,"b)    Contractor's time related obligations in respect of the Environmental Management Plan","Month",7]
[]
["B13.03",null,"Submission of the Health and Safety File","Lump Sum",1]
[]
["B13.04","LI","Supply, transport to site and erect contract signboards","No",2]
[]
["B13.05",null,"Engineer's Provision "]
[]
[null,null,"(a)     Provision of Health and Safety Consultant","Month",7,{"v":62857.143,"d":"R 62,857.14"},{"v":440000.001,"d":"R 440,000.00"}]
[]
[null,null,"(b)   Provision of an environmental Consultant, ECO, EMP","Month",7,{"v":47142.857,"d":"R 47,142.86"},{"v":329999.999,"d":"R 330,000.00"}]
[]
[null,null,"(c)    Level 3 Construction supervision monitoring","Month",7,{"v":120000,"d":"R 120,000.00"},{"v":840000,"d":"R 840,000.00"}]
[]
[null,null,"(d) Monitoring of Enviromental compliance in terms of NEMA","Prov Sum",1,{"v":450000,"d":"R 450,000.00"},{"v":450000,"d":"R 450,000.00"}]
[]
[null,null,"(e) Provisional sum for Floodline study","Prov Sum",1,{"v":100000,"d":"R 100,000.00"},{"v":100000,"d":"R 100,000.00"}]
[]
[null,null,"(f) Labour Intensive Contract ","Prov. Sum",1,{"v":450000,"d":"R 450,000.00"},{"v":450000,"d":"R 450,000.00"}]
[]
[null,null,"(g) Social Facilitation","Month",7,{"v":50000,"d":"R 50,000.00"},{"v":350000,"d":"R 350,000.00"}]
[]
[null,null,"(h)  Contractor's handling cost with respect of sub item a), b) and c) above","%",null,{"v":2960000,"d":"R 2,960,000.00"}]
["TOTAL CARRIED FORWARD TO SUMMARY"]

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[]
[{"$nulls":5},"Page","C2.2.5"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITERM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"HOUSING, OFFICES AND LABORATORIES FOR THE ENGINEER’S SITE PERSONNEL"]
["B1400"]
["B 14.01","LI","Office and laboratory accommodation:"]
[]
[null,null,"The provision of accommodation as specified, including roof, external and internal walls, windows complete with glazing, doors with locks and fittings, burglar proofing, painting, floors, fencing, the provision of a 220/250 volt electrical installation with wiring, switchboards, etc., water and sewerage installation, and stores, complete, in accordance with the drawings and specifications, except for items scheduled elsewhere:"]
[]
[null,null,"(a)    Offices (interior floor space only)","m2",25]
[]
[null,null,"(c)    Open concrete working floors, 150 mm thick","m2",25]
[]
[null,null,"(d)   Roofs over open concrete working floors","m2",25]
[]
["B 14.02","LI"," Office and laboratory furniture"]
[]
[null,null,"(a)    High back office Chairs","No",2]
[]
[null,null,"(d)   Desks, complete with drawers and locks","No",1]
[]
[null,null,"(g)    Hang racks for contract drawings ","No",2]
[]
["B 14.03","LI","Office and laboratory fittings, installations and equipment:"]
[]
[null,null,"(a)    Items measured by number:"]
[null,null,"(i)220/250 volt power point","No.",2]
[]
[null,null,"(ii) 400/231 volt 3 phase power pints","No.",2]
[]
[null,null,"(iv) Double 55 watt fluorescent light fittings complete with ballast and tubes","No.",3]
[]
[null,null,"(x) Fire extinguishers,9,0kg, all purpose dry powder type, complete, mounted on wall with brackets.","No.",2]
[]
[null,null,"(xv) Steel filing cabinets with drawers with shelves ","No.",1]
[]
[null,null,"(xviii) Voltage stabilizers","No.",2]
[]
[null,null,"(b)   Prime-cost items and paid for in a lump sum:"]
[]
[null,null,"(i) The provision of telephone service, including the cost of calls in connection with contrast administration and telephone (1 phone) rental","PC Sum",1,{"v":20000,"d":"R 20,000.00"},{"v":20000,"d":"R 20,000.00"}]
[]
[null,null,"(ii) Handling costs and profit in respect of subitem 14.03(b) (i) above","%",20000]
["TOTAL CARRIED FORWARD"]
[]
[]
[{"$nulls":5},"Page","C2.2.6"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITERM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
[]
["BROUGHT FORWARD"]
["B 14.03",null,"(c)    Items measured by area:"]
[" (cont)"]
[null,null,"Viii) Notice boards as specified","No.",1]
[]
["B 14.04","LI","Car ports:"]
[]
[null,null,"Car ports, as specified, at offices and laboratory buildings","No.",1]
[]
["B 14.08",null,"Services:"]
[]
[null,null,"(a)    Services at offices and laboratories:"]
[]
[null,null,"(i) Fixed costs","lump sum",1]
[]
[null,null,"(ii) Running costs","month",7]
[]
["B 14.10",null,"Provision of Photostat facilities for the sole use of the engineer and his personnel","month",7]
{"$rows_empty":38}
["TOTAL CARRIED FORWARD TO SUMMARY"]

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[]
[{"$nulls":5},"Page","C2.2.7"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B 1600",null,"OVERHAUL"]
[]
["B16.02",null,"Overhaul on material hauled in excess of 1.0 Km","m³-km",10000]
{"$rows_empty":46}
["TOTAL CARRIED FORWARD TO SUMMARY"]

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[]
[{"$nulls":5},"Page","C2.2.8"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"CLEARING AND GRUBBING"]
["B1700"]
["B 17.01","LI","Clearing and grubbing","ha",0.5]
[]
["B 17.02","LI","Removal and of grubbing of large trees and tree stumps (including unlimited free-haul distance to approve dumping site):"]
[]
[null,null,"(a)    Girth exceeding 1m up to and including 2m","No.",35]
[]
[null,null,"(b)   Girth exceeding 2m up to and including 3m","No.",2]
[]
["B 17.03","LI","Reclearing of surfaces (on the written instructions of the engineer only)","ha",1]
[]
[]
["B 17.04","LI","Clearing and grubbing at inlets and outlets of hydraulic structures","m2",10]
{"$rows_empty":31}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"1800","index":6,"n_rows":58,"n_cols":7,"rows_kept":58,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.9"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B1800",null,"DAYWORK SCHEDULE\n(as specified in the project specifications )"]
[]
["B18.01","LI","Day work:"]
[]
[null,null,"(a) Normal working hours:"]
[]
[null,null,"i. Foreman","hour",20]
[null,null,"ii. Artisan","hour",20]
[null,null,"iii. Operator","hour",20]
[null,null,"iv. Labourer","hour",20]
[]
["B18.02",null,"Hire of construction equipment:"]
[]
[null,null,"(a)  Pedestrian roller (Bomag)","hour",20]
[null,null,"(b) Water Truck (min 10 000l)","hour",20]
[]
["B18.03",null,"PROVISIONAL ITEMS"]
[]
[null,null,"(a)  Material at a nett cost","Prov Sum",1,50000,{"v":50000,"d":"R 50,000.00"}]
[]
[null,null,"(b)  Percentage adjustment on B18.03 (a)","%",50000]
{"$rows_empty":27}
["TOTAL CARRIED FORWARD TO SUMMARY"]

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[]
[{"$nulls":5},"Page","C2.2.10"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B 2100",null,"DRAINS"]
[]
["B21.01",null,"Excavation for open drains:"]
[]
[null,null,"(a)    Excavating soft material situated within the following depth ranges below the surface level:"]
[null,"LI","(i) 0 m up to 1,5m","m3",15]
[]
[null,null,"(ii) Exceeding 1.5m and up to 3.0m","m3",null,null,"Rate Only"]
[]
["B21.02","LI","Clearing and shaping existing open drains","m3",5]
[]
["B21.03","LI","Excavation for subsoil drainage systems:"]
[]
[null,null,"(a)    Excavating soft material situated within the following depth ranges below the surface level:"]
[null,null,"(i) 0m up to 1.5m","m3",15]
[]
[null,null,"(b)   Extra over subitem 21.03 (a) for excavation in hard material, irrespective of depth","m3",5]
[]
["B21.04",null,"Impermeable backfilling to subsoil drainage systems","m3",2]
[]
["B21.06","LI","Natural permeable material in subsoil drainage systems (Crushed stones)"]
[]
[null,null,"(b) Crushed stone obtained from commercial sources ( 19 mm stone)","m3",10]
[]
["B21.07","LI","Natural permeable material in subsoil drainage systems (Sand)"]
[]
[null,null,"Sand obtained from approved sources on the site ","m3",10]
[]
["B21.08","LI","Pipes in subsoil drainage systems"]
[]
[null,null,"(b) 50 mm uPVC pipe and fiiting","m",5]
[null,null,"(e) 110mm dia perforated HDPE drainage pipe complete with coupling","m",15]
[]
["B21.10","LI","Synthetic-fiber filter fabric  (Nelton drainage flownet envelopped in A5 bidim jacket ","m2",25]
[]
["B21.19","LI","Selected backfill material under concrete-lined side drains compacted to 93% of mod AASHTO density","m3",2]
[]
["B21.20",null,"Provision, delivery and installation of nails and steel wire barrier as per Drawing No. RSK3-SILB-001-08","Sum",1,1500,{"v":1500,"d":"R 1,500.00"}]
["TOTAL CARRIED FORWARD TO SUMMARY"]

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[]
[{"$nulls":5},"Page","C2.2.11"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B2300",null,"CONCRETE KERBING, CONCRETE CHANNELLING, OPEN CHUTES AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
["B23.06","LI","Inlet, outlet, transition and similar structures(typical designs):"]
[]
[null,null,"(a)    Concrete class 25/19 ","m3",6]
[]
[null,null,"(b) Formwork F1 Surface finish","m2",16]
[]
["B23.07","LI","Trimming of excavations for concrete lined open drains"]
[]
[null,null,"(a) in soft material","m2",80]
[]
[null,null,"(b) in hard material","m2",10]
[]
["B23.08","LI","Concrete lining for open drains"]
[]
[null,null,"(a) Cast in situ concrete lining (25MPa/19mm, V drain )","m3",35,{"$nulls":3},{"v":39000,"d":"R 39,000.00"}]
[{"$nulls":8},{"v":-39000,"d":"-R 39,000.00"}]
[null,null,"(b) Class U2 surface finish to cast in situ concrete (V drain)","m2",150]
[]
["B23.09","LI","Formwork to cast in situ concrete lining for open drains (class F2 surface finish)"]
[]
[null,null,"(b) to sides with formwork on both internal and external faces (each face measured)","m2",14]
[]
["B23.10","LI","10 mm Flexcell or similar approved Sealed joints in concrete linings of open drains ","m",10]
[]
["B23.12","LI","Steel Reinforcement:"]
[]
[null,null,"(c.) Welded steel fabric (Ref 395)","kg",180]
[]
["B23.13","LI","Polyethylene sheeting (0.15mm thick) for concrete lined open drains","m2",50]
{"$rows_empty":12}
["TOTAL CARRIED FORWARD TO SUMMARY"]

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[]
[{"$nulls":5},"Page","C2.2.12"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
[3100,null,"BORROW MATERIALS"]
[]
[31.01,null,"Excess overburden","m3",60]
[]
[31.03,"LI","Finishing-off borrow areas in:"]
[]
[null,null,"(b) Intermediate material","ha",0.3]
[]
[null,null,"( c) Soft material","ha",0.3]
{"$rows_empty":48}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"3300","index":10,"n_rows":62,"n_cols":7,"rows_kept":62,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.13"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B3300",null,"MASS EARTHWORKS"]
[]
["B33.01",null,"Cut and borrow to fill, including free-haul up to 1 km:"]
[]
[null,null,"(a)    Material in compacted layer thicknesses of 200mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m3",2500]
[]
["B33.03",null,"Extra over item 33.01 for excavating and breaking down material in:"]
[]
[null,null,"(a)    Intermediate excavation","m3",570]
[]
[null,null,"(b)   Hard excavation","m3",150]
[]
["B33.04",null,"Cut to spoil, including free-haul up to 1 Km . Mmmmm   Material obtained from:"]
[]
[null,null,"(a)   Soft Excavation","m3",300]
[]
[null,null,"(b)   Intermediate excavation","m3",150]
[]
[null,null,"(c)    Hard excavation","m3",150]
[]
["B33.13",null,"Finishing-off cut and fill slopes, medians and interchanges areas:"]
[]
[null,null,"(b)     Fill slopes","m2",580]
{"$rows_empty":27}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"5100","index":11,"n_rows":58,"n_cols":7,"rows_kept":58,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.14"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
[5100,null,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION "]
[]
[51.01,"LI","Stone pitching:"]
[]
[null,null,"(b) Grouted stone pitching ","m2",80]
{"$rows_empty":43}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"5200","index":12,"n_rows":55,"n_cols":9,"rows_kept":55,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.15"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B5200",null,"GABIONS"]
[]
["B52.01",null,"Foundation trench excavation and backfilling:"]
[]
[null,null,"(a)   In solid rock (material which requires blasting)","m3",80]
[]
[null,null,"(b)   In all other classes of materials","m3",200]
[]
["B52.02","LI","Surface preparation for bedding the gabions","m2",200]
[]
["B52.03","LI","Gabions:"]
[]
[null,null,"(a)    Galvanized gabion boxes:"]
[]
[null,null,"(i) 4,0 x 1x 1m size and 2 x 1 x 1  m with 100 mm x 100 mm x 5mm dia. Galvanized mesh wire","m3",1500]
[]
["B52.04","LI","Filter fabric:"]
[]
[null,null,"(a)    Grade A2:"]
[]
[null,null,"(i) Non-woven","m2",3500,{"$nulls":3},{"v":84000,"d":"R 84,000.00"}]
[{"$nulls":8},{"v":-84000,"d":"-R 84,000.00"}]
{"$rows_empty":23}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"5800","index":13,"n_rows":57,"n_cols":7,"rows_kept":57,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.16"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"LANDSCAPING AND PLANTING PLANTS"]
["B5800"]
[]
[58.03,"LI","Preparing the areas for grassing"]
[]
[null,null,"(c) Topsoiling within the road reserve, where the following materials are used:"]
[]
[null,null,"(i) Topsoil obtained from within the road reserve or borrow areas (free-haul 1Km)","m3",15]
[]
[]
[58.04,"LI","Grassing:"]
[]
[null,null,"(a) The planting of grass cuttings"]
[]
[null,null,"(i) Kweek grass","ha",0.1]
[]
[58.1,"LI","Extra work for landscaping","Prov Sum",1,20000,{"v":20000,"d":"R 20,000.00"}]
{"$rows_empty":31}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"S6100","index":14,"n_rows":107,"n_cols":13,"rows_kept":107,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5],[48,0,50,1],[48,2,48,5],[49,2,49,5],[50,2,50,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.17"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"FOUNDATIONS FOR STRUCTURES"]
["B6100"]
[]
["B61.01",null,"Additional foundation investigations","Prov Sum",1,{"v":80000,"d":"R 80,000.00"},{"v":80000,"d":"R 80,000.00"},{"$nulls":5},50000]
[{"$nulls":12},{"v":30000,"d":"R30,000.00"}]
["B61.02",null,"Excavation:"]
[]
[null,null,"(a)   Exacavating soft material situated within the following successive depth ranges:"]
[]
[null,"LI","(i)    0m up to 2 m","m3",192]
[]
[null,null,"(ii)    Exceeding 2 m and up to 4 m","m3",144]
[]
[null,null,"(b) Extra over subitem 61.02(a) for excavation in hard material irrespective of depth","m3",210]
[null,null,"(c)     Extra over subitem 61.02(a) for additional excavation required by the engineer after the excavation has been completed","m3",10]
[]
[null,null,"(d)     Extra over subitem 61.02(a) for excavation by hand","m3",5]
[]
["B61.03","LI","Access and Drainage:"]
[]
[null,null,"(a)     Access","Lump Sum",1]
[]
[null,null,"(b)    Drainage where no access has been provided","Lump Sum",1]
[]
["B61.04","LI","Backfill to excavations"]
[]
[null,null,"(a)    Material from the excavation","m3",200]
[]
[null,null,"(b)   Imported material","m3",350]
[]
["B61.05",null,"Fill within a restricted area (extra over item 33.01)","m3",350]
[]
["B61.06",null,"Overhaul in excess of 1 Km on excavated material and on material imported for backfill, foundation fill and fill for aissons","m³-km",700]
[]
[]
["B61.07",null,"Overbreak in excavation in hard material","m3",210]
[]
[]
["TOTAL CARRIED FORWARD "]
[{"$nulls":5},"Page","C2.2.18"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
[]
["BROUGHT FORWARD"]
["B61.08",null,"Foundation fill consisting of:"]
[]
[null,null,"a) Rock Fill ","m3",500]
[]
[null,null,"d) Mass Concrete , class 20/19 ","m3",300,null,"Rate Only"]
[]
[null,null,"e) 25 mm , class 15/19 Concrete screed","m3",4]
{"$rows_empty":43}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"6200","index":15,"n_rows":41,"n_cols":7,"rows_kept":41,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.19"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"FALSEWORK, FORMWORK AND CONCRETE FINISH"]
["B6200"]
[]
["B62.02","LI","Vertical formwork to provide class F3 surface finish to bridge piers,  and abutments ","m2",1500]
[]
["B62.03","LI","Horizontal formwork to provide class F2 surface finish to the deck ","m2",500]
[]
["B62.04","LI","Inclined formwork to provide class of finish indicated as F2,  surface finish to the parapet","m2",50]
[]
["B62.06","LI","Formwork  to form open joints on deck at the location of  abutment (retaining walls)","m2",10]
[]
["B62.10","LI","Provision of safe working platforms alongside bridge deck. The rate shall include full compensation for the supply and erection of safe working platforms including all safety rails to ensure that such platforms conform with the OHS Act requirements. The rate shall further include full compensation for the removal of working platforms and temporary installations.","m2",1000]
{"$rows_empty":20}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"6300","index":16,"n_rows":59,"n_cols":7,"rows_kept":59,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.20"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"STEEL REINFORCEMENT FOR STRUCTURES"]
["B6300"]
[]
["B63.01",null,"Steel reinforcement for:"]
[]
[null,null,"(a)   Bridge deck slab and beam/handrails, piers,and retaining wall "]
[]
[null,null,"(i)   Mild-steel bars","t",3]
[]
[]
[null,null,"(ii)   High-yield-stress-steel bars","t",20]
[]
[]
[null,null,"(iii)   Welded Steel Fabric"]
[]
[null,null,"(1) Mesh ref 617","Kg",1500]
[null,null,"(2) Mesh Ref 888","Kg",1500]
{"$rows_empty":33}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"6400","index":17,"n_rows":56,"n_cols":7,"rows_kept":56,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.21"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"CONCRETE FOR STRUCTURES"]
["B6400"]
[]
["B64.01","LI","Cast in situ concrete: "]
[]
[null,null,"(a)  Class 15/19 for screed","m3",10]
[]
[null,null,"(b) Class W30/19 for the deck and the in-situ casted beams/handrails","m3",75]
[]
[null,null,"(c)   Class W30/19 for piers, abutment and retaining walls","m3",55]
[]
["B64.02",null,"Manufacturing precast members including transporting and erecting of the members"]
[]
[null,null,"(a) Precast planks as per drawing RSK3-SILB-007-02","No.",40]
{"$rows_empty":33}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"6600","index":18,"n_rows":52,"n_cols":7,"rows_kept":52,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.22"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION B6600",null,"NO-FINES CONCRETE, JOINTS, BEARINGS, BOLT GROUPS FOR ELECTRIFICATION, PARAPETS AND DRAINAGE FOR STRUCTURES"]
[]
["B66.06",null,"Filled joints"]
[]
[null,null,"(b)  An approved silicon expansion joint (Average joint width: 25mm - 30 mm) ","m",{"v":50,"d":"50.00"}]
[]
["B66.09",null,"Proprietary bearings:"]
[]
[null,null,"(a)     Prime cost sum allowed for purchasing and taking delivery of bearings","PC Sum",{"v":1,"d":"1.00"},{"v":60000,"d":"R 60,000.00"},{"v":60000,"d":"R 60,000.00"}]
[]
[null,null,"(b)    Percentage on prime cost sum for charges and profit","%",60000]
[]
["B66.10",null,"Installing the proprietary bearings (BAR 25/10/5 technoslide bearings","No",{"v":10,"d":"10.00"}]
[]
["B66.19",null,"Drainage pipes and weep holes"]
[]
[null,null,"(a)     Drainage pipes:"]
[]
[null,null,"(ii)    75 mm uPVC ","No.",{"v":24,"d":"24.00"}]
[]
[null,null,"(a)    Weep holes:"]
[]
[null,null,"(ii) 75 mm diameter weephole on deck ","No.",{"v":24,"d":"24.00"}]
[]
[]
["B66.50",null,"Allow a Provisional Sum for the covering of bridge  with barge boads specified by the Engineer","Prov. Sum",{"v":1,"d":"1.00"},{"v":220000,"d":"R220,000.00"},{"v":220000,"d":"R220,000.00"}]
{"$rows_empty":17}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":280000,"d":"R 280,000.00"}]

{"sheet":"7300","index":19,"n_rows":53,"n_cols":11,"rows_kept":53,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.23"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
[7300,null,"CONCRETE BLOCK PAVING FOR ROADS"]
[]
[73.01,"LI","Concrete block paving ( interlocking, 60mm thick paving block)","m2",600,{"$nulls":5},100000]
[{"$nulls":10},{"v":-100000,"d":"-R100,000.00"}]
[73.02,"LI","Cast in situ concrete edge and intermediate beams","m3",15]
[]
[73.03,"LI","Provision of approved herbicide and ant poison:"]
[]
[null,null,"(a) Provision of materials","Prime cost sum",1,10000,{"v":10000,"d":"R 10,000.00"}]
[]
[null,null,"(b) Contractor's charges and profit added to the prime cost sum","%",10000]
{"$rows_empty":32}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"8100","index":20,"n_rows":56,"n_cols":7,"rows_kept":56,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.24"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"TESTING MATERIALS AND WORKMANSHIP"]
[8100]
[]
["B81.02",null,"Other special tests requested by the engineer:"]
[]
[null,null,"(a)    Cost of testing","Prov Sum",1,75000,{"v":75000,"d":"R 75,000.00"}]
[]
[null,null,"(b)   Charge on prime cost sum","%",{"v":75000,"d":"R 75,000.00"}]
[]
["B81.04",null,"Provision of slump test complete equipment set for the sole use of the engineer throughout the construction period","Prov Sum",1,12000,{"v":12000,"d":"R 12,000.00"}]
{"$rows_empty":37}
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"SCHEDULE A SUMMARY","index":21,"n_rows":43,"n_cols":6,"rows_kept":43,"merged":[[4,1,4,4],[5,1,5,4],[6,1,6,4]],"flags":["formulas_cached_only"]}
[]
[null,"COST ESTIMATE "]
[]
[{"$nulls":5},"C2.2.25"]
[null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,"SCHEDULE OF QUANTITIES"]
[null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
[]
[]
[null,"SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE  A","BRIDGE WORKS",{"$nulls":3},"AMOUNT"]
["Section 1200","General Requirements and Provisions"]
["Section 1300","Contractor’s Establishment on Site and General Obligations"]
["Section 1400","Housing, Offices and Laboratories for the Engineer’s Site personnel"]
["Section 1600","Overhaul"]
["Section 1700","Clearing and Grubbing"]
["Section 1800","Day work and Hire of Construction Equipment Drains"]
["Section 2100","Drains"]
["Section 2300","Concrete Kerbing, Concrete Channeling, Chutes and downpipes and concrete linning"]
["Section 3100","Borrow materials"]
["Section 3300","Mass Earthworks"]
["Section 5100","Pitching, stonework and protection against erosion"]
["Section 5200","Gabions"]
["Section 5800","Landscaping and Planting Plants"]
["Section 6100","Foundation for structures"]
["Section 6200","Falsework, formwork and concrete finish"]
["Section 6300","Steel Reinforcement for structures"]
["Section 6400","Concrete for Structures"]
["Section 6600","No- Fines Concrete, joints, bearings, bolt group for electrification, parapets and drainage for structures"]
["Section 7300","Concrete block paving for roads"]
["Section 8100","Testing Material and Workmanship"]
[]
["TOTAL SUMMARY OF SECTIONS"]
[]
["ADD 10% OF CONTINGENCIES"]
[]
["SUB-TOTAL"]
[]
["ADD 15% OF VAT"]
[]
["TOTAL COST FOR CONSTRUCTION"]

{"sheet":"Schedule B Cover ","index":22,"n_rows":15,"n_cols":6,"rows_kept":15,"hidden":true,"merged":[[3,1,3,5],[4,1,4,5],[5,2,5,4],[7,2,9,4],[12,2,12,4],[14,2,18,4],[19,2,19,4]],"flags":["formulas_cached_only"]}
[]
[]
[{"$nulls":5},"CONTRACT NO: 274/2021"]
[null,"CITY OF MBOMBELA"]
[null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE"]
[]
[]
[null,null,"SCHEDULE B"]
[]
[]
[]
[]
[]
[]
[null,null,"REGRAVELLING WORKS"]

{"sheet":"1600 (B)","index":23,"n_rows":59,"n_cols":9,"rows_kept":59,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.25"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER",null,"Estimations(Regravelling):"]
[null,null,"SCHEDULE OF QUANTITIES",{"$nulls":5},"Pavement Length = 200m"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019",null,"Pavement Width = 7m"]
[{"$nulls":8},"Fill Depth (G7 Borrow Pit Material) = 0,750m"]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT",null,"Sub base (G6 Commercial Material) = 0,150m"]
[{"$nulls":6},"R",null,"Base (G5 Commercial Material) = 0,150m"]
["SECTION"]
["B 1600",null,"OVERHAUL",{"$nulls":5},"Total Pavement Depth = 1050m"]
[]
["B16.02",null,"Overhaul on material hauled in excess of 1.0 Km","m³-km",3000,75,{"v":225000,"d":"R 225,000.00"},null,"distance of commercial ="]
[{"$nulls":8},"distance of borrow pit = 2km"]
{"$rows_empty":45}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":225000,"d":"R 225,000.00"}]

{"sheet":"1700 (B)","index":24,"n_rows":54,"n_cols":7,"rows_kept":54,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.26"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",null,"CLEARING AND GRUBBING"]
["B1700"]
["B 17.01","LI","Clearing and grubbing","ha",0.1,10000,{"v":1000,"d":"R 1,000.00"}]
[]
["B 17.02","LI","Removal and of grubbing of large trees and tree stumps (including unlimited free-haul distance to approve dumping site):"]
[]
[null,null,"(a)    Girth exceeding 1m up to and including 2m","No.",1,3500,{"v":3500,"d":"R 3,500.00"}]
[]
[null,null,"(b)   Girth exceeding 2m up to and including 3m","No.",1,4500,{"v":4500,"d":"R 4,500.00"}]
[]
["B 17.03","LI","Reclearing of surfaces (on the written instructions of the engineer only)","ha",0.1,6000,{"v":600,"d":"R 600.00"}]
{"$rows_empty":34}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":9600,"d":"R 9,600.00"}]

{"sheet":"2100 (B)","index":25,"n_rows":51,"n_cols":12,"rows_kept":51,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.27"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R",null,"Estimations(Regravelling):",null,null,"Open Drain Dimensions (Trapezoidal)"]
["SECTION",{"$nulls":7},"Length = 200m",null,null,"h = 0,5m"]
["B 2100",null,"DRAINS",{"$nulls":5},"Width = 7m",null,null,"l  = 200m"]
[{"$nulls":8},"Depth = 0,750m",null,null,"a = 0,75m"]
["B21.01",null,"Excavation for open drains:",{"$nulls":8},"b = 1,5m"]
[]
[null,null,"(a)    Excavating soft material situated within the following depth ranges below the surface level:",{"$nulls":5},"Subsoil drainage length = 200m x 2 "]
[null,"LI","(i) 0 m up to 1,5m","m3",112.5,125,{"v":14062.5,"d":"R 14,062.50"}]
[]
[null,null,"(ii) Exceeding 1.5m and up to 3.0m","m3",null,null,"Rate Only"]
[]
[null,null,"(b) Extra over subitem 21.01(a) for excavation in hard"]
[null,null,"material, irrespective of depth","m3",16.875,150,{"v":2531.25,"d":"R 2,531.25"}]
[]
["B21.02","LI","Clearing and shaping existing open drains","m3"]
[]
["B21.03","LI","Excavation for subsoil drainage systems:"]
[]
[null,null,"(a)    Excavating soft material situated within the following depth ranges below the surface level:"]
[null,null,"(i) 0m up to 1.5m","m3",720,125,{"v":90000,"d":"R 90,000.00"}]
[]
[null,null,"(b)   Extra over subitem 21.03 (a) for excavation in hard material, irrespective of depth","m3",108,150,{"v":16200,"d":"R 16,200.00"}]
[]
["B21.04",null,"Impermeable backfilling to subsoil drainage systems","m3",179.2,55,{"v":9856,"d":"R 9,856.00"}]
[]
["B21.06","LI","Natural permeable material in subsoil drainage systems (Crushed stones)"]
[]
[null,null,"(b) Crushed stone obtained from commercial sources ( 19 mm stone)","m3",99.9809933644433,450,{"v":44991.44701399948,"d":"R 44,991.45"}]
[]
["B21.07","LI","Natural permeable material in subsoil drainage systems (Sand)"]
[]
[null,null,"Sand obtained from approved sources on the site ","m3",50,530,{"v":26500,"d":"R 26,500.00"}]
[]
["B21.08","LI","Pipes in subsoil drainage systems"]
[]
[null,null,"(b) 50 mm uPVC pipe and fiiting","m",null,null,"Rate Only"]
[null,null,"(e) 110mm dia perforated HDPE drainage pipe complete with coupling","m",400,150,{"v":60000,"d":"R 60,000.00"}]
[]
["B21.10","LI","Synthetic-fiber filter fabric  (Nelton drainage flownet envelopped in A5 bidim jacket ","m2",640,35,{"v":22400,"d":"R 22,400.00"}]
[]
["B21.19","LI","Selected backfill material under concrete-lined side drains compacted to 93% of mod AASHTO density","m3",45,50,{"v":2250,"d":"R 2,250.00"}]
[]
["B21.20",null,"Provision, delivery and installation of nails and steel wire barrier as per Drawing No. RSK3-SILB-001-08","Sum",1,1500,{"v":1500,"d":"R 1,500.00"}]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":290291.19701399945,"d":"R 290,291.20"}]

{"sheet":"2300 (B)","index":26,"n_rows":35,"n_cols":9,"rows_kept":35,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.11"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B2300",null,"CONCRETE KERBING, CONCRETE CHANNELLING, OPEN CHUTES AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
["B23.01",null,"Concrete Kerbing"]
[null,"LI","(a) Precast kerbing to SABS 927"]
[null,null,"(i) Figure 5 Non mountable","m",null,200,"Rate Only",null,"Minor 3 Way Intersections = 3"]
[null,null,"(ii) Figure 7 Semi-Mountable","m",400,200,{"v":80000,"d":"R 80,000.00"},null,"Kerbing length @ I/S = 24*2m"]
[null,null,"(iii) Figure 8c  Mountable","m",126,200,{"v":25200,"d":"R 25,200.00"}]
[null,null,"(iv) Figure 12 Edge Restraint","m",null,200,"Rate Only",null,"Kerbing for both sides of roadway"]
[{"$nulls":8},"L = 200m"]
["B23.02",null,"Concrete kerbing-channeling combination"]
[null,"LI","     (2) Figure 7 kerb (Semi-Mountable) Type A:"]
[null,null,"          (i) with 600mm wide concrete v channel ","m",null,300,{"v":0,"d":"R 0.00"}]
[]
[23.03,null,"Concrete chutes (Typical design):"]
[null,"LI","Cast -in- situ Concrete chutes ; class 25/19 concrete","m",null,220,{"v":0,"d":"R 0.00"}]
[]
[23.04,null,"Cast in situ concrete chutes:"]
[null,"LI","(a) Class 25/19 concrete","m",null,220,{"v":0,"d":"R 0.00"}]
[]
[23.05,null,"Inlet,outlet,transition and similar structures"]
[null,null,"(a) Concrete class (25/19)","m3",null,2200,{"v":0,"d":"R 0.00"}]
[null,null,"(b) Formwork (class F2 surface finish)","m²",null,100,{"v":0,"d":"R 0.00"}]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":105200,"d":"R 105,200.00"}]

{"sheet":"3100 (B)","index":27,"n_rows":67,"n_cols":9,"rows_kept":67,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.28"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION",{"$nulls":7},"Estimated Available Material = 75000"]
[3100,null,"BORROW MATERIALS",{"$nulls":5},"Class = G7"]
[{"$nulls":8},"Test Depth = 2m"]
[31.01,null,"Excess overburden","m3",630,30,{"v":18900,"d":"R 18,900.00"}]
[]
[31.03,"LI","Finishing-off borrow areas in:"]
[]
[null,null,"(b) Intermediate material","ha",0.3,20000,{"v":6000,"d":"R 6,000.00"}]
[]
[null,null,"( c) Soft material","ha",0.3,15000,{"v":4500,"d":"R 4,500.00"}]
{"$rows_empty":48}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":29400,"d":"R 29,400.00"}]

{"sheet":"3300 (B)","index":28,"n_rows":62,"n_cols":7,"rows_kept":62,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.29"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B3300",null,"MASS EARTHWORKS"]
[]
["B33.01",null,"Cut and borrow to fill, including free-haul up to 1 km:"]
[]
[null,null,"(a)    Material in compacted layer thicknesses of 200mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m3",1724.9999999999998,50,{"v":86249.99999999999,"d":"R 86,250.00"}]
[]
["B33.03",null,"Extra over item 33.01 for excavating and breaking down material in:"]
[]
[null,null,"(a)    Intermediate excavation","m3",null,85]
[]
[null,null,"(b)   Hard excavation","m3",null,150]
[]
["B33.04",null,"Cut to spoil, including free-haul up to 1 Km . Mmmmm   Material obtained from:"]
[]
[null,null,"(a)   Soft Excavation","m3",1724.9999999999998,40,{"v":68999.99999999999,"d":"R 69,000.00"}]
[]
[null,null,"(b)   Intermediate excavation","m3",null,150]
[]
[null,null,"(c)    Hard excavation","m3",null,450]
[]
["B33.13",null,"Finishing-off cut and fill slopes, medians and interchanges areas:"]
[]
[null,null,"(b)     Fill slopes","m2",null,40]
{"$rows_empty":27}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":155249.99999999997,"d":"R 155,250.00"}]

{"sheet":"3400(B)","index":29,"n_rows":54,"n_cols":7,"rows_kept":54,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5],[53,0,54,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.30"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
["B3400",null,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
["B34,01",null,"Pavement layers constructed from gravel material "]
[null,null,"taken from cut, borrow, stockpiled or imported material "]
[null,null,"from commercial sources, including free haul up to 1km"]
[]
[null,null,"(a)  Gravel selected layers compacted to:"]
[]
[null,null,"(i) 93% of mod AASHTO density 150mm upper selected"]
[null,null," layer thickness (G7 Material)"]
[]
[null,null,"(1) from borrow pit material","m3",1579.5,80,{"v":126360,"d":"R 126,360.00"}]
[null,null,"(2) from Commercial Sources","m3",0]
[]
[null,null,"( g )  Gravel sub base (unstabilized gravel) compacted to:"]
[]
[null,null,"(ii)  97% of Mod AASHTO density  250mm layer thickness"]
[null,null,"(mimimum G6 material)"]
[]
[null,null,"(1) from commercial sources ","m3",299.70000000000005,250,{"v":74925.00000000001,"d":"R 74,925.00"}]
[]
[null,null,"(2) from borrow pit material ","m3",0]
[]
[]
[null,null,"(g)  Gravel Base (G5 Material) compacted to"]
[]
[null,null,"(ii)  97% of mod AASHTO density compacted layer"]
[null,null,"    thickness 150mm"]
[]
[null,null,"(1) from commercial sources ","m3",291.6,250,{"v":72900,"d":"R 72,900.00"}]
[]
[null,null,"(2) from borrow pit material ","m3",0]
[]
["34.02",null,"Extra over 34.01 for excavation of material in: "]
[]
[null,null,"(b) Hard excavation","m3",null,null,"Rate Only"]
{"$rows_empty":8}
[{"$nulls":6},{"v":274185,"d":"R 274,185.00"}]

{"sheet":"5100 (B)","index":30,"n_rows":58,"n_cols":9,"rows_kept":58,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.31"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
[5100,null,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION ",{"$nulls":5},"Area of trapezoidal drain"]
[{"$nulls":8},"h = 0,5m"]
[51.01,"LI","Stone pitching:",{"$nulls":5},"l  = 200m"]
[{"$nulls":8},"a = 0,75m"]
[null,null,"(b) Grouted stone pitching ","m2",710,500,{"v":355000,"d":"R 355,000.00"},null,"b = 1,5m"]
{"$rows_empty":43}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":355000,"d":"R 355,000.00"}]

{"sheet":"7300(B)","index":31,"n_rows":55,"n_cols":9,"rows_kept":55,"hidden":true,"merged":[[2,0,4,1],[2,2,2,5],[3,2,3,5],[4,2,4,5]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":5},"Page","C2.2.31"]
[null,null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,null,"SCHEDULE OF QUANTITIES"]
[null,null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM",null,"DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":6},"R"]
["SECTION"]
[7300,null,"CONCRETE BLOCK PAVING FOR ROADS",{"$nulls":5},"Area of Pavement"]
[{"$nulls":8},"w = 7m"]
[{"$nulls":8},"l  = 200m"]
[73.01,null,"Concrete block paving"]
[null,null,"(a) Prefabricated concrete paving blocks for road pavement"]
[null,null,"(1) 80 mm thick  TYPE S-A  30MPa","m²",1851.4999999999995,180,{"v":333269.99999999994,"d":"R 333,270.00"}]
[]
[{"$nulls":8},"Edge needed at Intersections & Pavement ends"]
[73.02,null,"Cast insitu concrete edge beams and intermediate beams 25MPa/19","m³",5,2500,{"v":12500,"d":"R 12,500.00"},null,"3 intersections"]
[{"$nulls":8},"2 Pavement ends"]
[73.03,null,"Provision of approved herbicide, ant and soil poison:",{"$nulls":5},"standard length = 7m x 5 "]
[]
[null,null,"(a) Provision of materials","PC Sum",1,15000,{"v":15000,"d":"R 15,000.00"}]
[]
[null,null,"(b) Contractor's charges and profit added to the prime cost sum","%",15000,{"v":0.1,"d":"10.00%"},{"v":1500,"d":"R 1,500.00"}]
{"$rows_empty":30}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":5},{"v":362269.99999999994,"d":"R 362,270.00"}]

{"sheet":"SCHEDULE B SUMMARY (B)","index":32,"n_rows":32,"n_cols":6,"rows_kept":32,"hidden":true,"merged":[[4,1,4,4],[5,1,5,4],[6,1,6,4]],"flags":["formulas_cached_only"]}
[]
[null,"COST ESTIMATE "]
[]
[{"$nulls":5},"C2.2.25"]
[null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,"SCHEDULE OF QUANTITIES"]
[null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"274/2021"]
[]
[]
[]
[null,"SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE B","REGRAVELLING WORKS",{"$nulls":3},"AMOUNT"]
["Section 1600","Overhaul",{"$nulls":3},{"v":225000,"d":"R 225,000.00"}]
["Section 1700","Clearing and Grubbing",{"$nulls":3},{"v":9600,"d":"R 9,600.00"}]
["Section 2100","Drains",{"$nulls":3},{"v":290291.19701399945,"d":"R 290,291.20"}]
["Section 2300","Concrete Kerbing, Concrete Channeling, Chutes and downpipes and concrete linning",{"$nulls":3},{"v":105200,"d":"R 105,200.00"}]
["Section 3100","Borrow materials",{"$nulls":3},{"v":29400,"d":"R 29,400.00"}]
["Section 3400","Pavement Layers of Gravel Material",{"$nulls":3},{"v":274185,"d":"R 274,185.00"}]
["Section 3300","Mass Earthworks",{"$nulls":3},{"v":155249.99999999997,"d":"R 155,250.00"}]
["Section 5100","Pitching, stonework and protection against erosion",{"$nulls":3},{"v":355000,"d":"R 355,000.00"}]
["Section 7300","Concrete Block Paving for Roads",{"$nulls":3},{"v":362269.99999999994,"d":"R 362,270.00"}]
[]
["TOTAL SUMMARY OF SECTIONS",{"$nulls":4},{"v":1806196.1970139993,"d":"R 1,806,196.20"}]
[]
["ADD 10% OF CONTINGENCIES",{"$nulls":4},{"v":180619.61970139993,"d":"R 180,619.62"}]
[]
["SUB-TOTAL",{"$nulls":4},{"v":1986815.8167153993,"d":"R 1,986,815.82"}]
[]
["ADD 15% OF VAT",{"$nulls":4},{"v":298022.3725073099,"d":"R 298,022.37"}]
[]
["TOTAL COST FOR CONSTRUCTION",{"$nulls":4},{"v":2284838.1892227093,"d":"R 2,284,838.19"}]

{"sheet":"730","index":33,"n_rows":52,"n_cols":6,"rows_kept":52,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.33"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 7300"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[7300,"CONCRETE BLOCK PAVING FOR ROADS"]
[]
[73.01,"Concrete block paving ( interlocking, 60mm thick paving block)","m2",4500,250,{"v":1125000,"d":"R 1,125,000.00"}]
[]
[73.02,"Cast in situ concrete edge and intermediate beams","m3",45,1200,{"v":54000,"d":"R 54,000.00"}]
[]
[73.03,"Provision of approved herbicide and ant poison:","m2",4500,150,{"v":675000,"d":"R 675,000.00"}]
[]
[null,"(a) Provision of materials","Prime cost sum",null,null,{"v":85000,"d":"R 85,000.00"}]
[]
[null,"(b) Contractor's charges and profit added to the prime cost sum","%",null,{"v":0.1,"d":"10%"},{"v":8500,"d":"R 8,500.00"}]
{"$rows_empty":31}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":1947500,"d":"R 1,947,500.00"}]

{"sheet":"6100","index":34,"n_rows":52,"n_cols":6,"rows_kept":52,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. DRT 903/09",null,"C.22.33"]
["REHABILITATION OF ROAD P95/1 - GAUTENG BOARDER TO VERENA CROSSING"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 6100"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[6100,"FOUNDADTION FOR STRUCTURES"]
[]
[61.01,"Additional foundation investigation","Prov Sum",null,null,{"v":50000,"d":"R 50,000.00"}]
[]
[61.02,"Excavation"]
[]
[null,"(a) Excavating soft material situated within the following successive depth ranges"]
[]
[null,"(i) 0m up to 2m","m3",120,100,{"v":12000,"d":"R 12,000.00"}]
[]
[null,"(ii) Exceeding 2m and up to 4m","m3",null,null,"Rate Only"]
[]
[null,"(b) Extra over subitem 61.02(a) for excavation in hard material irrespective of depth","m3",120,550,{"v":66000,"d":"R 66,000.00"}]
[]
[61.03,"Access and drainage"]
[]
[null,"(a) access","lump sum",null,null,{"v":50000,"d":"R 50,000.00"}]
[]
[null,"(b) drainage where no access has beeb provided","lump sum",null,null,{"v":45000,"d":"R 45,000.00"}]
[]
[61.04,"Backfill to excavation utilising"]
[]
[null,"(a) Material from the excavation","m3",120,100,{"v":12000,"d":"R 12,000.00"}]
[]
[null,"(b) imported material","m3",null,null,"Rate Only"]
[]
[null,"(c.) Soil cement","m3",null,null,"Rate Only"]
[]
[61.05,"Fill within a restricted area (extra over item 33.01)","m3",null,null,"Rate Only"]
[]
[61.06,"Overhaul in excess of 1.0Km on excavated material and on material imported for backfill, foundation fill and fill for caissons","m3 - Km",600,10,{"v":6000,"d":"R 6,000.00"}]
[]
[61.08,"Foundatiion fill consisting of:"]
[]
[null,"(c.) compacted granular material","m3",50,100,{"v":5000,"d":"R 5,000.00"}]
[]
[null,"(d) Mass concrete ( 20MPa)","m3",18,2200,{"v":39600,"d":"R 39,600.00"}]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":0,"d":"R 0.00"}]

{"sheet":"5500","index":35,"n_rows":51,"n_cols":6,"rows_kept":51,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.29"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 5500"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
["SECTION"]
["B5500","FENCING"]
[]
["B55.01","Clearing the fence line, 2m wide strip","Km",15,2500,{"v":37500,"d":"R 37,500.00"}]
[]
["B55.02","Supply and erect new fencing material for new fences and for supplementing material in existing fences which are being repaired or removed:"]
[]
[null,"(j) Supply and erect complete pedestrian fence as per drawing No.","Km",0.14,85000,{"v":11900.000000000002,"d":"R 11,900.00"}]
{"$rows_empty":34}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":49400,"d":"R 49,400.00"}]

{"sheet":"4200","index":36,"n_rows":45,"n_cols":6,"rows_kept":45,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.26"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 4200"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[]
[4200,"ASPHALT BASE AND SURFACING"]
[]
[null,"Note: No extra payment for work in areas inaccessible to mechanical equipment"]
[]
[42.02,"Asphalt surfacing (40mm thick and with 80/100 penetration grade bitumen):"]
[]
[null,"(a) Continuously graded (medium grade)","m2",98000,185,{"v":18130000,"d":"R 18,130,000.00"}]
[]
[42.07,"Trail sections (40mm thick)","m2",3000,185,{"v":555000,"d":"R 555,000.00"}]
[]
[42.08,"100mm cores in asphalt paving","No",150,850,{"v":127500,"d":"R 127,500.00"}]
{"$rows_empty":23}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":18812500,"d":"R 18,812,500.00"}]

{"sheet":"4100","index":37,"n_rows":52,"n_cols":6,"rows_kept":52,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.25"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 4100"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[]
[4100,"PRIME COAT"]
[]
[null,"Note : No extra payment for work in areas inaccessible to mechanical equipment"]
[]
[41.01,"Prime coat:"]
[]
[]
[null,"(c)    MC-30 cut-back bitumen","litre",98000,15,{"v":1470000,"d":"R 1,470,000.00"}]
[]
[41.02,"Aggregate for blinding","m2",null,10,"Rate only"]
{"$rows_empty":31}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":1470000,"d":"R 1,470,000.00"}]

{"sheet":"3800","index":38,"n_rows":49,"n_cols":6,"rows_kept":49,"hidden":true,"merged":[[39,1,40,1],[42,1,43,1],[45,1,46,1]],"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.24"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 3800"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[]
[3800,"BREAKING UP EXISTING PAVEMENT LAYERS"]
[]
[38.01,"Excavating and Removing existing bituminous material (except milled material):"]
[]
[null,"(b) Material to be disposed of with the average depth of excavation:"]
[null,"(i) Not exceeding 30mm","m2",null,null,"Rate only"]
[]
[null,"(ii) Exceeding 30mm but not exceeding 60mm","m2",null,null,"Rate only"]
[]
[null,"(iii) Exceeding 60mm","m2",null,null,"Rate only"]
[]
[38.02,"Milling out existing bituminous material with an average milling depth:"]
[]
[null,"(i) Not exceeding 30mm","m2",null,null,"Rate only"]
[]
[null,"(ii) Exceeding 30mm but not exceeding 60mm","m2",81120,20,{"v":1622400,"d":"R 1,622,400.00"}]
[]
[null,"(iii) Exceeding 60mm","m2",null,null,"Rate only"]
[]
["B38.04","Excavating and Stockpile or spoiling material from and existing pavement and/or the underlying fill"]
[]
[null,"(a) Non-cemented material","m3",27680,85,{"v":2352800,"d":"R 2,352,800.00"}]
[]
[null,"(b) Cemented material","m3",0,85,{"v":0,"d":"R 0.00"}]
[]
[null,"(c) Cemented crushed stone","m3",null,null,"Rate only"]
[]
[{"v":38.1,"d":"38.10"},"Preparing Stockpile sites","m2",1875,10,{"v":18750,"d":"R 18,750.00"}]
[]
[38.11,"Extra over item 38.10 for watering and compacting stockpile sites"]
[null,null,"m3",350,40,{"v":14000,"d":"R 14,000.00"}]
[]
[38.14,"Providing the milling machine on site (size indicated)","No",1,120000,{"v":120000,"d":"R 120,000.00"}]
[]
[]
[38.15,"Moving the milling Machine on the site for a distance exceeding 1.0Km (size indicated)"]
[null,null,"No",6,35000,{"v":210000,"d":"R 210,000.00"}]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":4337950,"d":"R 4,337,950.00"}]

{"sheet":"3600","index":39,"n_rows":43,"n_cols":6,"rows_kept":43,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.24"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 3600"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[]
[3600,"CRUSHED STONE BASE OR SUBBASE"]
[]
[36.01,"Crushed-stone base:"]
[]
[null,"(a)    Constructed from type G1 material obtained from commercial sources and compacted to 88% of apparent relative density (layer thickness indicated)","m3",15500,650,{"v":10075000,"d":"R 10,075,000.00"}]
[]
[]
[36.03,"Crushed-stone base trial section (150mm thick) constructed in accordance with the provisions of clause 3603","m2",2000,150,{"v":300000,"d":"R 300,000.00"}]
{"$rows_empty":24}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":10375000,"d":"R 10,375,000.00"}]

{"sheet":"3400","index":40,"n_rows":137,"n_cols":6,"rows_kept":137,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No",null,"C.22.21"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 3400"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[3400,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
[34.01,"Pavement layers constructed from gravel taken from cut or borrow, including free-haul up to 1,0km:"]
[]
[null,"(d)    Gravel subbase layer (chemically stabilised material, 2x150mm Thick)compacted to:"]
[]
[null,"(i) 95% of modified AASHTO density","m3",40000,100,{"v":4000000,"d":"R 4,000,000.00"}]
[]
[]
[null,"(f) Gravel Base (chemically stabilized material) compacted to:"]
[]
[null,"(i) 97% of modified AASHTO density","m3",null,100,"Rate Only"]
[]
[null,"(g)     Gravel shoulder compacted to:"]
[]
[null,"(i) 93% of modified AASHTO density","m3",6500,100,{"v":650000,"d":"R 650,000.00"}]
[]
[null,"(h) Gravel wearing course compacted to:"]
[]
[null,"(i) 93% of modified AASHTO density","m3",6500,100,{"v":650000,"d":"R 650,000.00"}]
[]
[34.02,"Extra over item 34.01 for excavation of material in."]
[null,"(a)    Intermediate excavation","m3",null,50,"Rate Only"]
[]
[null,"The following payment items, described in other sections of this Specification, relate to work to be executed under this section:"]
[]
[null,"OVERHAUL"]
["34/16.02","Overhaul of material for a distance exceeding 1,0km","m3-km",182500,8,{"v":1460000,"d":"R 1,460,000.00"}]
["TOTAL CARRIED FORWARD",{"$nulls":4},{"v":6760000,"d":"R 6,760,000.00"}]
[null,null,"C.22.22"]
["TENDER No. "]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 3400"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
["BROUGHT FORWARD",{"$nulls":4},{"v":6760000,"d":"R 6,760,000.00"}]
[]
[null,"BORROW MATERIALS"]
[]
["34/31.02","Excess overburden","m3",5000,55,{"v":275000,"d":"R 275,000.00"}]
[]
["34/31.03","Finishing-off borrow areas in:"]
[]
[null,"(a)    Hard material","ha",1,25000,{"v":25000,"d":"R 25,000.00"}]
[]
[null,"(b)   Intermediate material","ha",2,25000,{"v":50000,"d":"R 50,000.00"}]
[]
[null,"(c)    Soft material","ha",2,35000,{"v":70000,"d":"R 70,000.00"}]
[]
[]
[]
[]
[null,"STABILIZATION"]
[]
[null,"(Note: No extra payment for stabilization in restricted areas)"]
[]
["34/35.01","Chemical stabilization:"]
[]
[null,"Chemical stabilization extra over unstabilized compacted layers:"]
[]
[null,"(a)    Subbase and Base:"]
[null,"(i) Thickness: 300mm","m3",40000,25,{"v":1000000,"d":"R 1,000,000.00"}]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD",{"$nulls":4},{"v":8180000,"d":"R 8,180,000.00"}]
["TENDER No. ",null,"C.22.23"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 3400"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
["BROUGHT FORWARD",{"$nulls":4},{"v":8180000,"d":"R 8,180,000.00"}]
[]
["34/35.02","Chemical stabilizing agent:"]
[]
[null,"(a)    Staked road lime","t",null,2800,"Rate Only"]
[]
[null,"(g)Powercrete","t",null,2500,"Rate Only"]
[]
["34/35.02","Portland cement CEMI – 42.5","t",2650,2200,{"v":5830000,"d":"R 5,830,000.00"}]
[]
["34/35.04","Provision and application of water for curing","kl",18500,20,{"v":370000,"d":"R 370,000.00"}]
{"$rows_empty":34}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":14380000,"d":"R 14,380,000.00"}]

{"sheet":"2200","index":41,"n_rows":109,"n_cols":6,"rows_kept":109,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.16"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 2200"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
["SECTION"]
[2200,"PREFABRICATED CULVERTS:"]
[]
[22.01,"Excavation"]
[]
[null,"(a)    Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,"i.  0m up to 1.5m","m3",7760,100,{"v":776000,"d":"R 776,000.00"}]
[]
[22.02,"Backfilling:"]
[]
[null,"(a)    Using pipe excavated material","m3",5450,100,{"v":545000,"d":"R 545,000.00"}]
[]
[22.03,"Concrete pipe culverts:"]
[]
[null,"(b)   On class B bedding:"]
[]
[null,"(ii) 100 D-load pipes, SC type, Ogee joints:"]
[]
[null,"(1) 600 mm dia","m",220,1250,{"v":275000,"d":"R 275,000.00"}]
[null,"(2) 750 mm dia","m",160,1750,{"v":280000,"d":"R 280,000.00"}]
[null,"(3) 825 mm dia","m",null,1850,"Rate Only"]
[null,"(4) 850 mm dia","m",60,2350,{"v":141000,"d":"R 141,000.00"}]
[null,"(4) 900 mm dia","m",220,2500,{"v":550000,"d":"R 550,000.00"}]
[null,"Box Culverts (1500X1500X1200)","m",60,12500,{"v":750000,"d":"R 750,000.00"}]
[null,"Box Culverts (2400X2400X2000)","m",60,16500,{"v":990000,"d":"R 990,000.00"}]
{"$rows_empty":19}
["TOTAL CARRIED FORWARD",{"$nulls":4},{"v":4307000,"d":"R 4,307,000.00"}]
["TENDER No. ",null,"C.22.17"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 2200"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
["BROUGHT FORWARD",{"$nulls":4},{"v":4307000,"d":"R 4,307,000.00"}]
[22.07,"Cast in situ concrete and formwork:"]
[]
[null,"(a)    In class A bedding, screeds and the encasing for pipes, including formwork:"]
[]
[null,"(i) Class 15/19 concrete","m3",35,2000,{"v":70000,"d":"R 70,000.00"}]
[]
[null,"( c) In inlet and outlet structures, skewed ends, catchpits, manholes, thrust and anchor blocks, excluding formwork but including class U2 surface :"]
[]
[null,"(i) Class 25/19 concrete","m3",1050,2200,{"v":2310000,"d":"R 2,310,000.00"}]
[]
[null,"(d) Formwork of concrete under subitem 22.07 (c) above:"]
[]
[null,"(i) Class F1 surface finish","m2",null,180,"Rate Only"]
[]
[null,"(ii) Class F2 surface finish","m2",9500,350,{"v":3325000,"d":"R 3,325,000.00"}]
[]
[{"v":22.1,"d":"22.10"},"Steel reinforcement"]
[]
[null,"(a) Mild Steel bars","t",null,null,"Rate Only"]
[]
[null,"(b) High tensile steel bars","t",40,19500,{"v":780000,"d":"R 780,000.00"}]
[]
[null,"(c.) Weld Steel fabric","kg",null,null,"Rate Only"]
[]
[]
[22.12,"Removing existing concrete"]
[]
[null,"(a) Plain Concrete","m3",50,350,{"v":17500,"d":"R 17,500.00"}]
[]
[null,"(b) Reinforced Concrete","m3",100,400,{"v":40000,"d":"R 40,000.00"}]
[]
[]
[22.13,"Removing and re-laying existing pipes on a Class B bedding"]
[]
[null,"(a) 600mm dia.","m",null,null,"Rate Only"]
[null,"(b) 900mm dia.","m",null,null,"Rate Only"]
[]
[22.14,"Removing and stacking existing prefabricated culverts"]
[]
[null,"(a) 600mm dia.","m",1700,400,{"v":680000,"d":"R 680,000.00"}]
[null,"(b) 900mm dia.","m",270,450,{"v":121500,"d":"R 121,500.00"}]
[]
[22.26,"Hand excavation to determine the positions of existing services","m3",420,250,{"v":105000,"d":"R 105,000.00"}]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":11756000,"d":"R 11,756,000.00"}]

{"sheet":"1500","index":42,"n_rows":146,"n_cols":6,"rows_kept":146,"hidden":true,"flags":["formulas_cached_only"]}
["TENDER No. ",null,"C.22.8"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 1500"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
[]
[1500,"ACCOMMODATION OF TRAFFIC"]
[]
[15.01,"Accommodating traffic and maintaining temporary deviations","km",0,11500,{"v":0,"d":"R 0.00"}]
[]
[15.02,"Earthworks for temporarily deviations:"]
[]
[null,"(a) Shaping for temporary deviations","km",9.1,4550,{"v":41405,"d":"R 41,405.00"}]
[]
[null,"(b) Cut and borrow to fill","m3",25200,100,{"v":2520000,"d":"R 2,520,000.00"}]
[]
[null,"(c.) Cut to spoil","m3",7200,100,{"v":720000,"d":"R 720,000.00"}]
[]
[15.03,"Temporary traffic-control facilities:"]
[null,"(a)    Flagmen","man-day",1250,300,{"v":375000,"d":"R 375,000.00"}]
[null,"(b)   Portable STOP and GO-RY signs","No.",4,420,{"v":1680,"d":"R 1,680.00"}]
[null,"(c.) Temporary traffic-control signals as specified or as shown on the drawings.","No.",2,6500,{"v":13000,"d":"R 13,000.00"}]
[null,"(d)Amber flicker lights","No.",10,420,{"v":4200,"d":"R 4,200.00"}]
[null,"(e)    Road signs, R-and TR- series, 1200mm dia","No.",62,700,{"v":43400,"d":"R 43,400.00"}]
[null,"(f)     Road signs, TW-series, 1500 mm sides","No.",72,700,{"v":50400,"d":"R 50,400.00"}]
[null,"(g)    Road signs, STW-,DTG-, TGS-, AND TG-series (excluding delineators and barricades)","m2",17,510,{"v":8670,"d":"R 8,670.00"}]
[null,"(h)    Delineators (DTG50J) 250 x 1000"]
[null,"(i)      Single","No.",200,230,{"v":46000,"d":"R 46,000.00"}]
[]
[null,"(ii) Mounted back to back","No.",150,220,{"v":33000,"d":"R 33,000.00"}]
[]
[null,"(i) Movable barricade/road sign combination (size indicated)","No.",4,1950,{"v":7800,"d":"R 7,800.00"}]
[]
[null,"(k)Single guardrails attached to posts","m",null,280,"Rate Only"]
[]
[null,"(m) Two-way communication devices","No",4,4500,{"v":18000,"d":"R 18,000.00"}]
[]
[15.04,"Relocation of traffic control facilities","lump sum",null,null,{"v":15000,"d":"R 15,000.00"}]
[]
[]
[15.05,"Gravelling and repair of temporary deviations and existing gravel shoulders used as temporary deviations:"]
[]
[null,"(a)    Temporary deviations","m3",8500,100,{"v":850000,"d":"R 850,000.00"}]
[]
[null,"(b) Existing gravel shoulders","m3",null,null,"Rate Only"]
[]
[15.06," Watering of temporary deviations","kl",45000,60,{"v":2700000,"d":"R 2,700,000.00"}]
[]
[15.07,"Blanding by road grader of :"]
[]
[null,"(a) Temporary deviations","km-pass",2570,400,{"v":1028000,"d":"R 1,028,000.00"}]
[]
[null,"(b) Existing roads used as temporary deviations","km-pass",null,null,"Rate Only"]
[]
[null,"(c.) Existing gravel shoulders used as temporary deviations","km-pass",null,null,"Rate Only"]
[]
[]
["TOTAL CARRIED FORWARD",{"$nulls":4},{"v":8475555,"d":"R 8,475,555.00"}]
["TENDER No. ",null,"C.22.9"]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 1500"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
["BROUGHT FORWARD",{"$nulls":4},{"v":8475555,"d":"R 8,475,555.00"}]
[15.08,"Repairs, alterations and/or additions to existing roads used as temporary deviations","Prov Sum",null,null,{"v":85000,"d":"R 85,000.00"}]
[]
[{"v":15.1,"d":"15.10"},"Accommodation of traffic where the road is constructed in half-widths ","km",9.1,11500,{"v":104650,"d":"R 104,650.00"}]
[]
[15.12,"Temporary culverts:"]
[]
[null,"(a)    Provision and laying of temporary prefabricated culverts complete."]
[]
[null,"(i)75 D-load concrete pipe culverts, SC type with Ogee joints on class B bedding:"]
[]
[null,"(1)   450 mm dia.","m",null,750,"Rate Only"]
[]
[null,"(2)   600 mm dia.","m",210,1250,{"v":262500,"d":"R 262,500.00"}]
[]
[null,"(3)   900 mm dia","m",40,2200,{"v":88000,"d":"R 88,000.00"}]
[]
[null,"(b)   Re-use of prefabricated culverts complete."]
[]
[null,"(i)75-Dload concrete pipe culverts, SC type wit Ogee joints on class B bedding:"]
[]
[null,"(1) 600 mm dia:","m",150,550,{"v":82500,"d":"R 82,500.00"}]
[]
[null,"( c) Eventual removal of prefabricated culverts","m",400,550,{"v":220000,"d":"R 220,000.00"}]
[]
[null,"Work items for which measurement and payment will be in accordance with stipulations in other sections of this specification."]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD",{"$nulls":4},{"v":9318205,"d":"R 9,318,205.00"}]
[]
[null,null,"C.22.10"]
["TENDER No. "]
["REHABILITATITION OF COAL HAUL ROAD P36/1- (9.1KM)"]
["MPUMALANGA DEPARTMENT OF PUBLIC WORKS, ROADS AND TRANSPORT"]
[]
[{"$nulls":4},"SECTION 1500"]
[]
["ITEM","DESRIPTION","UNIT","QTY","RATE","AMOUNT"]
[{"$nulls":5},"R"]
["BROUGHT FORWARD",{"$nulls":4},{"v":9318205,"d":"R 9,318,205.00"}]
[]
[15.13,"In situ preparation and compaction of existing gravel shoulders to 93% of modified AASHTO density","m3",null,null,"Rate Only"]
[null,"CLEARING AND GRUBBING"]
[]
["15/17.01","Clearing and grubbing","ha",15,4550,{"v":68250,"d":"R 68,250.00"}]
[]
[null,"BORROW MATERIALS"]
[]
["15/31.01","Excess overburden","m3",8200,30,{"v":246000,"d":"R 246,000.00"}]
[]
[null,"MASS EARTHWORKS"]
[]
["15/33.01","Cut and borrow to fill, including haul up to1km:"]
[]
[null,"(a)    Material in compacted layer thickness of 200mm and less:"]
[]
[null,"(i) Compacted to 90% of modified AASHTO density.","m3",5000,100,{"v":500000,"d":"R 500,000.00"}]
[]
[]
[]
[null,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
["15/34.01","Pavement layers constructed from gravel taken from cut or borrow, including free-haul up to 1,0 km:"]
[]
[null,"(a)    Gravel selected layer compacted to 90% of modified ASHTO density (thickness : 150mm)","m3",null,45,"Rate Only"]
[]
[null,"(g)Gravel wearing course compacted to 93% of modified AASHTO density (thickness : 125mm)","m3",16500,100,{"v":1650000,"d":"R 1,650,000.00"}]
[]
["15/34.03","Extra over item 34.01 for excavation of material in:"]
[]
[null,"(a) Intermediate excavation","m3",4500,150,{"v":675000,"d":"R 675,000.00"}]
[]
["15/16.02","Overhaul on material hauled in excess of 1.0Km (ordinary overhaul)","m3 - Km",185400,8,{"v":1483200,"d":"R 1,483,200.00"}]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":13940655,"d":"R 13,940,655.00"}]

{"sheet":"LI","index":43,"n_rows":264,"n_cols":6,"rows_kept":264,"hidden":true,"merged":[[3,1,3,4],[4,1,4,4],[5,1,5,4]],"flags":["formulas_cached_only"]}
[]
[]
[{"$nulls":4},"Page","C2.2.1"]
[null,"CITY OF MBOMBELA",{"$nulls":3},"CONTRACT NUMBER"]
[null,"SCHEDULE OF QUANTITIES"]
[null,"CONSTRUCTION OF SILIGANE PEDESTRIAN BRIDGE",{"$nulls":3},"54/2019"]
[]
["ITEM","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["B12.02","Liaison Officer"]
[]
[null,"(a)    Remuneration of Liaison Officer","Month",6,8350,{"v":50100,"d":"R 50,100.00"}]
[]
[null,"(b)    Remuneration of Project Liaison Committee","Prov Sum",null,null,{"v":40000,"d":"R 40,000.00"}]
[]
[null,"(c)   Contractor's charge to allow for handling costs and profit in respect of sub-item 12.02(a) and (b)","%",{"v":90100,"d":"90,100.00"},{"v":0.1,"d":"10%"},{"v":9010,"d":"R 9,010.00"}]
[]
[]
["B12.03","Relocation of Services"]
[]
[null,"(a)    Relocation, including lowering or raising, protection and /or repair of existing services which are not allowed for under items in the schedule of quantities","Prov Sum",1,null,{"v":15000,"d":"R 15,000.00"}]
[]
[null,"(b)   Contractor's charge to allow for handling costs and profit in respect of sub-item 12.03(a) ","%",{"v":15000,"d":"R 15,000.00"},{"v":0.1,"d":"10%"},{"v":1500,"d":"R 1,500.00"}]
[]
["B12.04","Training:"]
[]
[null,"(a)    Wages and salaries of local and other labourers employed by the contractor, subcontractors and emerging contractors in respect of training periods for on site training by the contractor during which no productive work is executed","lump sum",1,null,{"v":35000,"d":"R 35,000.00"}]
[]
[null,"(b)   Accredited and approved training courses for selected local and other labourers including local and other labourers including wages during training","Prov Sum",1,null,{"v":60000,"d":"R 60,000.00"}]
[]
[null,"(c)     Contractor’s charge to allow for handling costs and profit in respect of subitem 12.04 (b)","%",{"v":60000,"d":"R 60,000.00"},{"v":0.1,"d":"10%"},{"v":6000,"d":"R 6,000.00"}]
[]
["B13.04","Supply, transport to site and erect contract signboards","No",2,10000,{"v":20000,"d":"R 20,000.00"}]
[]
["B 14.01","Office and laboratory accommodation:"]
[]
[null,"The provision of accommodation as specified, including roof, external and internal walls, windows complete with glazing, doors with locks and fittings, burglar proofing, painting, floors, fencing, the provision of a 220/250 volt electrical installation with wiring, switchboards, etc., water and sewerage installation, and stores, complete, in accordance with the drawings and specifications, except for items scheduled elsewhere:"]
[]
[null,"(a)    Offices (interior floor space only)","m2",25,200,{"v":5000,"d":"R 5,000.00"}]
[]
[null,"(c)    Open concrete working floors, 150 mm thick","m2",25,200,{"v":5000,"d":"R 5,000.00"}]
[]
[null,"(d)   Roofs over open concrete working floors","m2",25,150,{"v":3750,"d":"R 3,750.00"}]
[]
["B 14.02"," Office and laboratory furniture"]
[]
[null,"(a)    High back office Chairs","No",2,500,{"v":1000,"d":"R 1,000.00"}]
[]
[null,"(d)   Desks, complete with drawers and locks","No",1,1500,{"v":1500,"d":"R 1,500.00"}]
[]
[null,"(g)    Hang racks for contract drawings ","No",2,2750,{"v":5500,"d":"R 5,500.00"}]
[]
["B 14.03","Office and laboratory fittings, installations and equipment:"]
[]
[null,"(a)    Items measured by number:"]
[null,"(i)220/250 volt power point","No.",2,200,{"v":400,"d":"R 400.00"}]
[]
[null,"(ii) 400/231 volt 3 phase power pints","No.",2,400,{"v":800,"d":"R 800.00"}]
[]
[null,"(iv) Double 55 watt fluorescent light fittings complete with ballast and tubes","No.",3,500,{"v":1500,"d":"R 1,500.00"}]
[]
[null,"(x) Fire extinguishers,9,0kg, all purpose dry powder type, complete, mounted on wall with brackets.","No.",2,650,{"v":1300,"d":"R 1,300.00"}]
[]
[null,"(xv) Steel filing cabinets with drawers with shelves ","No.",1,2000,{"v":2000,"d":"R 2,000.00"}]
[]
[null,"(xviii) Voltage stabilizers","No.",2,350,{"v":700,"d":"R 700.00"}]
[]
[null,"(b)   Prime-cost items and paid for in a lump sum:"]
[]
[null,"(i) The provision of telephone service, including the cost of calls in connection with contrast administration and telephone (1 phone) rental","PC Sum",1,20000,{"v":20000,"d":"R 20,000.00"}]
[]
[null,"(ii) Handling costs and profit in respect of subitem 14.03(b) (i) above","%",{"v":20000,"d":"R 20,000.00"},{"v":0.1,"d":"10%"},{"v":2000,"d":"R 2,000.00"}]
["B 14.03","(c)    Items measured by area:"]
[" (cont)"]
[null,"Viii) Notice boards as specified","No.",1,1500,{"v":1500,"d":"R 1,500.00"}]
[]
["B 14.04","Car ports:"]
[]
[null,"Car ports, as specified, at offices and laboratory buildings","No.",1,4000,{"v":4000,"d":"R 4,000.00"}]
[]
["B 14.08","Services:"]
[]
[null,"(a)    Services at offices and laboratories:"]
[]
[null,"(i) Fixed costs","lump sum",null,null,{"v":30000,"d":"R 30,000.00"}]
[]
[null,"(ii) Running costs","month",6,1000,{"v":6000,"d":"R 6,000.00"}]
[]
["B 14.10","Provision of Photostat facilities for the sole use of the engineer and his personnel","month",6,500,{"v":3000,"d":"R 3,000.00"}]
[]
["B 17.01","Clearing and grubbing","ha",0.2,10000,{"v":2000,"d":"R 2,000.00"}]
[]
["B 17.02","Removal and of grubbing of large trees and tree stumps (including unlimited free-haul distance to approve dumping site):"]
[]
[null,"(a)    Girth exceeding 1m up to and including 2m","No.",35,650,{"v":22750,"d":"R 22,750.00"}]
[]
[null,"(b)   Girth exceeding 2m up to and including 3m","No.",2,800,{"v":1600,"d":"R 1,600.00"}]
[]
["B 17.03","Reclearing of surfaces (on the written instructions of the engineer only)","ha",0.2,6000,{"v":1200,"d":"R 1,200.00"}]
[]
[]
["B 17.04","Clearing and grubbing at inlets and outlets of hydraulic structures","m2",10,30,{"v":300,"d":"R 300.00"}]
[]
["B1800","DAYWORK SCHEDULE   mmmmmmmmmm (as specified in the project specifications )"]
[]
["B18.01","Day work:"]
[]
[null,"(a) Normal working hours:"]
[]
[null,"i. Foreman","hour",20,50,{"v":1000,"d":"R 1,000.00"}]
[null,"ii. Artisan","hour",20,45,{"v":900,"d":"R 900.00"}]
[null,"iii. Operator","hour",20,35,{"v":700,"d":"R 700.00"}]
[null,"iv. Labourer","hour",20,20,{"v":400,"d":"R 400.00"}]
[]
[]
[]
["B21.01","Excavation for open drains:"]
[]
[null,"(a)    Excavating soft material situated within the following depth ranges below the surface level:"]
[null,"(i) 0 m up to 1,5m","m3",15,35,{"v":525,"d":"R 525.00"}]
[]
["B21.03","Excavation for subsoil drainage systems:"]
[]
[null,"(a)    Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,"(i) 0m up to 1.5m","m3",15,35,{"v":525,"d":"R 525.00"}]
[null,"(b)   Extra over subitem 21.03 (a) for excavation in hard material, irrespective of depth","m3",5,100,{"v":500,"d":"R 500.00"}]
[]
["B21.04","Impermeable backfilling to subsoil drainage systems","m3",2,55,{"v":110,"d":"R 110.00"}]
[]
["B21.06","Natural permeable material in subsoil drainage systems (Crushed stones)"]
[]
[null,"(b) Crushed stone obtained from commercial sources ( 19 mm stone)","m3",10,450,{"v":4500,"d":"R 4,500.00"}]
[]
["B21.07","Natural permeable material in subsoil drainage systems (Sand)"]
[]
[null,"Sand obtained from approved sources on the site ","m3",10,530,{"v":5300,"d":"R 5,300.00"}]
[]
["B21.08","Pipes in subsoil drainage systems"]
[]
[null,"(b) 50 mm uPVC pipe and fiiting","m",5,15,75]
[null,"(e) 65 mm dia perforated HDPE drainage pipe complete with coupling","m",15,25,{"v":375,"d":"R 375.00"}]
[]
["B21.10","Synthetic-fiber filter fabric  (Nelton drainage flownet envelopped in A5 bidim jacket ","m2",25,35,{"v":875,"d":"R 875.00"}]
[]
["B21.19","Selected backfill material under concrete-lined side drains compacted to 93% of mod AASHTO density","m3",2,50,{"v":100,"d":"R 100.00"}]
[]
["B21.20","Provision, delivery and installation of nails and steel wire barrier as per Drawing No. RSK3-SILB-001-08","Sum",1,1500,{"v":1500,"d":"R 1,500.00"}]
[]
["B2300","CONCRETE KERBING, CONCRETE CHANNELLING, OPEN CHUTES AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
["B23.06","Inlet, outlet, transition and similar structures(typical designs):"]
[]
[null,"(a)    Concrete class 25/19 ","m3",6,1800,{"v":10800,"d":"R 10,800.00"}]
[]
[null,"(b) Formwork F1 Surface finish","m2",16,180,{"v":2880,"d":"R 2,880.00"}]
[]
["B23.07","Trimming of excavations for concrete lined open drains"]
[]
[null,"(a) in soft material","m2",80,25,{"v":2000,"d":"R 2,000.00"}]
[]
[null,"(b) in hard material","m2",10,35,{"v":350,"d":"R 350.00"}]
[]
["B23.08","Concrete lining for open drains"]
[]
[null,"(a) Cast in situ concrete lining (25MPa/19mm, V drain )","m3",15,2600,{"v":39000,"d":"R 39,000.00"}]
[]
[null,"(b) Class U2 surface finish to cast in situ concrete (V drain)","m2",150,25,{"v":3750,"d":"R 3,750.00"}]
[]
["B23.09","Formwork to cast in situ concrete lining for open drains (class F2 surface finish)"]
[]
[null,"(b) to sides with formwork on both internal and external faces (each face measured)","m2",14,250,{"v":3500,"d":"R 3,500.00"}]
[]
["B23.10","10 mm Flexcell or similar approved Sealed joints in concrete linings of open drains ","m",10,110,{"v":1100,"d":"R 1,100.00"}]
[]
["B23.12","Steel Reinforcement:"]
[]
[null,"(c.) Welded steel fabric (Ref 395)","kg",180,40,{"v":7200,"d":"R 7,200.00"}]
[]
["B23.13","Polyethylene sheeting (0.15mm thick) for concrete lined open drains","m2",50,8,{"v":400,"d":"R 400.00"}]
[]
[31.03,"Finishing-off borrow areas in:"]
[]
[null,"(b) Intermediate material","ha",0.3,20000,{"v":6000,"d":"R 6,000.00"}]
[]
[null,"( c) Soft material","ha",0.3,15000,{"v":4500,"d":"R 4,500.00"}]
[]
[5100,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION "]
[]
[51.01,"Stone pitching:"]
[]
[null,"(b) Grouted stone pitching ","m2",80,500,{"v":40000,"d":"R 40,000.00"}]
[]
["B5200","GABIONS"]
[]
["B52.01","Foundation trench excavation and backfilling:"]
[]
[null,"(a)   In solid rock (material which requires blasting)","m3",80,450,{"v":36000,"d":"R 36,000.00"}]
[]
[null,"(b)   In all other classes of materials","m3",200,50,{"v":10000,"d":"R 10,000.00"}]
[]
["B52.02","Surface preparation for bedding the gabions","m2",200,10,{"v":2000,"d":"R 2,000.00"}]
[]
["B52.03","Gabions:"]
[]
[null,"(a)    Galvanized gabion boxes:"]
[]
[null,"(i) 4,0 x 1x 1m size and 2 x 1 x 1  m with 100 mm x 100 mm x 5mm dia. Galvanized mesh wire","m3",350,1100,{"v":385000,"d":"R 385,000.00"}]
[]
["B52.04","Filter fabric:"]
[]
[null,"(a)    Grade A2:"]
[]
[null,"(i) Non-woven","m2",2400,15,{"v":36000,"d":"R 36,000.00"}]
[]
["B5800"]
[]
[58.03,"Preparing the areas for grassing"]
[]
[null,"(c) Topsoiling within the road reserve, where the following materials are used:"]
[]
[null,"(i) Topsoil obtained from within the road reserve or borrow areas (free-haul 1Km)","m3",15,30,{"v":450,"d":"R 450.00"}]
[]
[]
[58.04,"Grassing:"]
[]
[null,"(a) The planting of grass cuttings"]
[]
[null,"(i) Kweek grass","ha",0.1,14000,{"v":1400,"d":"R 1,400.00"}]
[]
[{"v":58.1,"d":"58.10"},"Extra work for landscaping","Prov Sum",1,20000,{"v":20000,"d":"R 20,000.00"}]
[]
["B61.02","Excavation:"]
[]
[null,"(a)   Exacavating soft material situated within the following successive depth ranges:"]
[]
[null,"(i)    0m up to 2 m","m3",192,80,{"v":15360,"d":"R 15,360.00"}]
["B61.03","Access and Drainage:"]
[]
[null,"(a)     Access","Lump Sum",1,25000,{"v":25000,"d":"R 25,000.00"}]
[]
[null,"(b)    Drainage where no access has been provided","Lump Sum",1,40000,{"v":40000,"d":"R 40,000.00"}]
[]
["B61.04","Backfill to excavations"]
[]
[null,"(a)    Material from the excavation","m3",200,55,{"v":11000,"d":"R 11,000.00"}]
[]
[null,"(b)   Imported material","m3",350,55,{"v":19250,"d":"R 19,250.00"}]
[]
[]
["B6200"]
[]
["B62.02","Vertical formwork to provide class F3 surface finish to bridge piers,  and abutments ","m2",750,300,{"v":225000,"d":"R 225,000.00"}]
[]
["B62.03","Horizontal formwork to provide class F2 surface finish to the deck ","m2",150,300,{"v":45000,"d":"R 45,000.00"}]
[]
[]
[7300,"CONCRETE BLOCK PAVING FOR ROADS"]
[]
[73.01,"Concrete block paving ( interlocking, 60mm thick paving block)","m2",130,160,{"v":20800,"d":"R 20,800.00"}]
[]
[73.02,"Cast in situ concrete edge and intermediate beams","m3",15,1500,{"v":22500,"d":"R 22,500.00"}]
[]
[null,"TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":3},{"v":1362935,"d":"R 1,362,935.00"}]