{"text_format":"3","workbook":"xlsx","n_sheets":94,"sheets":["1200","1300","1400","1500","1800","5600","5900","8100","Summary","NW-1700","NW-2100","NW-2200","NW-2300","NW-3300","NW-3400","NW-3800","NW-4200","NW-5100","NW-5400","NW-5600","NW-5700","NW-5800","NW-5900","NW-6100","NW-6200","NW-6300","NW-6400","NW-7100","NW-Summary","VT-1700","VT-2100","VT-2200","VT-2300","VT-3300","VT-3400","VT-3800","VT-4200","VT-5100","VT-5200","VT-5400","VT-5600","VT-5700","VT-5800","VT-5900","VT-6100","VT-7100","VT-Summary","UR-1700","UR-2100","UR-2200","UR-2300","UR-3300","UR-3400","UR-3800","UR-4200","UR-5100","UR-5200","UR-5400","UR-5600","UR-5700","UR-5800","UR-5900","UR-6100","UR-6200","UR-6300","UR-6400","UR-7100","UR-Summary","NW-SANS1200C","NW-SANS-1200D","NW-SANS-1200DB","NW-SANS-1200L","NW-SANS-1200LB","NW-SANS-1200LC","NW-SANS-1200LD","NW-SANS-Summary","VT-SANS-1200C","VT-SANS-1200D","VT-SANS-1200DB","VT-SANS-1200L","VT-SANS-1200LB","VT-SANS-1200LC","VT-SANS-1200LD","VT-SANS-PART PZ","VT-SANS-Summary","UR-SANS-1200C","UR-SANS-1200D","UR-SANS-1200DB","UR-SANS-1200LB","UR-SANS-1200LC","UR-SANS-Summary","Guardhouse - PART PD","Electrical","Final Summary"],"not_rendered":{"external_links":4,"defined_names":239},"read":"whole","date_system":"1900"}

{"sheet":"1200","index":0,"n_rows":75,"n_cols":7,"rows_kept":75}
["SCHEDULE A : ROAD CONSTRUCTION P&G",null,null,"\n",null,null,"SECTION 1200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"GENERAL REQUIREMENTS AND PROVISIONS"]
[]
["B12.01",null,"Compliance with the Occupational Health and Safety Act (OHS) and Regulations (including the Construction Regulations, 2014)","Lump Sum",1]
[]
["B12.02",null,"Compliance with Environmental Specification (ES):"]
[]
[null,null,"(a) Environmental training","Lump Sum",1]
[]
[null,null,"(b) General compliance with ES","Lump Sum",1]
[]
[null,null,"    (i) Fixed penalty per occurrence","number",1]
[]
[null,null,"    (ii) Time-related penalty","hour",1]
[]
[null,null,"(d) Testing of contaminated material","Prov Sum",1,{"v":100000,"d":"R100,000.00"}]
[]
[null,null,"(e) Handling costs, profit and all other charges in respect of subitem B12.02(c) and (d)","%",{"v":100000,"d":"R100,000.00"}]
[]
[null,null,"Enterprise Development (CIDB B.U.I.L.D PROGRAM)"]
[null,null,"Indirect Targeting for Enterprise Development though Construction Works Contracts, Gazette Notice No.36190 of 25 February 2013"]
[null,null,"(a) Enterprise Development of Targeted Enterprise or JV partners"]
[]
[null,null,"(a.1) Needs Analysis and Enterprise Development Plan per Targeted Enterprise","Item",1,{"v":50000,"d":"R50,000.00"}]
[]
[null,null,"(a.2) Monitoring and Interim Reporting per Targeted Enterprise","Per Quarter",4,{"v":160000,"d":"R160,000.00"}]
[]
[null,null,"(a.3) Project Completion Report per Targeted Enterprise","Item",1,{"v":50000,"d":"R50,000.00"}]
[]
[null,null,"Total (a.1 + a.2 + a.3)","Prov Sum",null,null,{"v":260000,"d":"R260,000.00"}]
{"$rows_empty":13}
[1200,null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"Contract Participation Goal (CPG) in relation to Subcontracting / Supplier Development of Targeted Enterprises as a Condition of Tender to be In Accordance With Indirect Targeting for Enterprise Development though Construction Works Contracts, Gazette Notice No.36190 of 25 February 2013"]
[]
[null,null,"It is required that the contractor shall achieve a CPG of  30% (by value) via sub-contracting. The value is determined as  the contract value (Excluding VAT, Escalation, Contingencies) of the contract including labour and material to EME's and QSE's. This amount is to include all costs associated with the management of all subcontractors assoicated with the Contract Participation Goal (CPG)","Item",1]
{"$rows_empty":19}
["1200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"1300","index":1,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE A : ROAD CONSTRUCTION P&G",{"$nulls":5},"SECTION 1300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
[]
["B13.01",null,"The Contractor's general obligations:"]
[]
[null,null,"(a) Fixed obligations","Lump Sum",1]
[]
[null,null,"(b) Value-related obligations","Lump Sum",1]
[]
[null,null,"(c) Time-related obligations"]
[]
[null,null,"(i) Mobilisation period","month",3]
[]
[null,null,"(ii) Execution of the works","month",15]
[]
[null,null,"The combined total tendered for subitems B13.01(a), B13.01(b) and B13.01(c) shall not exceed 20% of the Contract Sum (excluding CPA, contingencies and VAT)"]
{"$rows_empty":33}
["1300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"1400","index":2,"n_rows":182,"n_cols":7,"rows_kept":182}
["SCHEDULE A : ROAD CONSTRUCTION P&G",null,null,"\n",null,null,"SECTION 1400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"HOUSING, OFFICES AND LABORATORIES FOR THE ENGINEER'S SITE PERSONNEL"]
[]
["B14.01",null,"Office and laboratory accommodation:"]
[]
[null,null,"(a) Offices (interior floor space only)","m²",150]
[]
[null,null,"(b) Laboratories (interior floor space only)","m²",250]
[]
[null,null,"(c) Open concrete working floors, 150 mm thick","m²",100]
[]
[null,null,"(d) Roofs over open concrete working floors","m²",100]
[]
[null,null,"(e) Ablution units:"]
[]
[null,null,"(i) Site unit","m²",20]
[]
[null,null,"(ii) Laboratory unit","m²",20]
[]
[null,null,"(f) Stores","m²",50]
[]
[14.02,null,"Office and laboratory furniture:"]
[]
[null,null,"(a) Chairs","number",12]
[]
[null,null,"(b) Draughtsman's stools","number",2]
[]
[null,null,"(c) High chairs for laboratory","number",3]
[]
[null,null,"(d) Desks, complete with drawers and locks","number",4]
[]
[null,null,"(e) Drawing tables","number",2]
[]
[null,null,"(f) Conference tables","number",1]
[]
["B14.03",null,"Office and laboratory fittings, installations and equipment:"]
[]
[null,null,"(a) Items measured by number:"]
[]
[null,null,"(i) 220/250 volt power points","number",12]
[]
[null,null,"(ii) 400/231 volt 3-phase power points","number",2]
[]
[null,null,"(iii) Double 80 watt fluorescent-light fittings complete with ballast and tubes","number",2]
[]
[null,null,"(iv) Double 55 watt fluorescent-light fittings complete with ballast and tubes","number",4]
[]
[]
[]
["1400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(v) Single incandescent-light fittings complete with 100 watt globes","number",5]
[]
[null,null,"(vi) Wash-hand basins complete with taps and drains","number",3]
[]
[null,null,"(vii) Laboratory basins complete with swan-neck taps and drains","number",3]
[]
[null,null,"(viii) Extractor fans installed complete with own power connection","number",2]
[]
[null,null,"(ix) Fume cupboards complete according to the drawings","number",1]
[]
[null,null,"(x) Fire extinguishers, 9,0 kg all purpose dry powder type, complete, mounted on wall with brackets","number",11]
[]
[null,null,"(xi) Air-conditioning units with 2,2 kW minimum capacity, mounted and with own power connection","number",6]
[]
[null,null,"(xiii) Curing chamber for UCS specimens, complete with water connection, including provision of brick partitions, plaster, paint and shelving, all complete according to the drawings","number",1]
[]
[null,null,"(xiv) General-purpose steel cupboards with shelves","number",4]
[]
[null,null,"(xv) Steel filing cabinets with drawers","number",1]
[]
[null,null,"(xvi) Refrigerators","number",2]
[]
[null,null,"(xvii) Bookcases","number",2]
[]
[null,null,"(xviii) Voltage stabilizers","number",2]
[]
[null,null,"(xix) Plan holders","number",1]
[]
[null,null,"(xx) Floodlights complete with poles and minimum 500 watt globes","number",6]
[]
[]
[]
[]
["1400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(b) Prime-cost items and items paid for in a lump sum:"]
[]
[null,null,"(i) The provision of telephone service, including the cost of calls in connection with contract administration and telephone rental","PC Sum",1,{"v":25000,"d":"R25,000.00"}]
[]
[null,null,"(ii) Handling costs and profit in respect of subitem B14.03(b)(i) above","%",{"v":25000,"d":"R25,000.00"}]
[]
[null,null,"(iii) The provision of a direct independent telephone line for the Engineer, including the cost of calls in connection with contract administration and telephone rental","PC Sum",1,{"v":5000,"d":"R5,000.00"}]
[]
[null,null,"(v) The provision of a fax apparatus as specified","PC Sum",1,{"v":10000,"d":"R10,000.00"}]
[]
[null,null,"(ix) Cellphone costs, including pro rata rentals, for calls in connection with contract administration","PC Sum",1,{"v":15000,"d":"R15,000.00"}]
[]
[null,null,"(c) Items measured by area:"]
[]
[null,null,"(i) Shelving as specified, complete with brackets","m²",20]
[]
[null,null,"(ii) Work-benches complete with concrete slab top, minimum thickness 75 mm","m²",75]
[]
[null,null,"(iii) Work-benches complete with wooden top, minimum thickness 25 mm","m²",30]
[]
[null,null,"(iv) Constant-temperature baths of concrete and/or plastered brick","m²",30]
[]
[null,null,"(v) Foundations for laboratory equipment","m²",5]
[]
[null,null,"(vii) Venetian blinds","m²",60]
[]
[null,null,"(viii) Notice boards as specified","m²",10]
[]
[14.04,null,"Car ports:"]
[]
[null,null,"Car ports, as specified, at offices and laboratory buildings","number",6]
[]
[]
[]
[]
["1400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[14.07,null,"Rented, hotel and other accommodation:"]
[]
[null,null,"(a) Provisional sum for providing rented housing, hotel or other accommodation as described in subclause B1403(c)(ii)","Prov Sum",1,{"v":300000,"d":"R300,000.00"}]
[]
[14.08,null,"Services: "]
[]
[null,null,"(a) Services at offices and laboratories:"]
[]
[null,null,"(ii) Running costs","month",15]
[]
["B14.10",null,"Provision of copying facilities","month",15]
[]
["B14.11",null,"Provision of mobile outdoor weather station ","number",15]
[]
["B14.12",null,"Supply of computer hardware and software:"]
[]
[null,null,"(a) Supply of computer equipment and software","PC Sum",1,{"v":120000,"d":"R120,000.00"}]
[]
[null,null,"(b) Handling costs and profit in respect of subitem B14.12(a) above","%",{"v":120000,"d":"R120,000.00"}]
[]
["B14.13",null,"Testing of materials at a commercial testing laboratory:"]
[]
[null,null,"(a) Testing","Prov Sum",1,{"v":200000,"d":"R200,000.00"}]
[]
[null,null,"(b) Handling costs and profit in respect of subitem B14.13(a) above","%",{"v":200000,"d":"R200,000.00"}]
{"$rows_empty":19}
["1400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"1500","index":3,"n_rows":164,"n_cols":7,"rows_kept":164}
["SCHEDULE A : ROAD CONSTRUCTION P&G",null,null,"\n",null,null,"SECTION 1500"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ACCOMMODATION OF TRAFFIC"]
[]
["B15.01",null,"Accommodating traffic and maintaining temporary deviations","km",9]
[]
[15.02,null,"Earthworks for temporary deviations:"]
[]
[null,null,"(a) Shaping of temporary deviations","km",1.5]
[]
[null,null,"(b) Cut and borrow to fill","m³",750]
[]
[null,null,"(c) Cut to spoil","m³",150]
[]
["B15.03",null,"Temporary traffic-control facilities:"]
[]
[null,null,"(a) Flagmen","man-day",300]
[]
[null,null,"(b) Portable STOP and GO-RY signs","number",10]
[]
[null,null,"(c) Temporary traffic-control signals as specified or as shown on the drawings","number",2]
[]
[null,null,"(e) Road signs, R- and TR-series, 1200 mm in diameter","number",60]
[]
[null,null,"(f) Road signs, TW-series, 1500 mm sides","number",55]
[]
[null,null,"(g) Rectangular road signs, TGS-, TGD2-, TIN- and TW-series (excluding TW-series delineators and barricades)","m²",120]
[]
[null,null,"(h) Delineators TW401/TW402 (200 mm x 800 mm sides):"]
[]
[null,null,"(i) Single-sided","number",650]
[]
[null,null,"(ii) Double-sided","number",1300]
[]
[null,null,"(i) Movable barricade/road sign combination (2400 mm x 400 mm and 1200 mm diameter)","number",10]
[]
[null,null,"(j) Traffic cones (750 mm high)","number",150]
[]
[null,null,"(m) Two-way communication devices","number",2]
[]
[null,null,"(n) Other traffic-control measures ordered by the Engineer:"]
[]
[null,null,"(i) Provision of other traffic-control measures","Prov Sum",1,{"v":30000,"d":"R30,000.00"}]
[]
[null,null,"(ii) Handling costs and profit in respect of subitem B15.03(n)(i) above","%",{"v":30000,"d":"R30,000.00"}]
[]
["B15.05",null,"Gravelling and repair of temporary deviations and existing gravel shoulders used as temporary deviations:"]
[]
[null,null,"(a) Temporary deviations","m³",10500]
[]
[]
[]
["1500",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[]
[15.06,null,"Watering of temporary deviations","kilolitre",350]
[]
[15.07,null,"Blading by road grader of:"]
[]
[null,null,"(a) Temporary deviations","km-pass",43]
[]
["B15.10",null,"Accommodation of traffic where the road is constructed in half-widths","km",15]
[]
["B15.14",null,"Provision of traffic safety equipment for use by the Engineer:"]
[]
[null,null,"(a) Safety jackets","number",8]
[]
[null,null,"(b) Hard hats","number",8]
[]
[null,null,"(c) Emergency rotating mini lightbar for mobile use","number",5]
[]
[null,null,"(d) ''Construction\" sticker for vehicles with 100 mm high lettering","number",5]
[]
["B15.15",null,"Provision of traffic safety:"]
[]
[null,null,"(a) Traffic safety officer","month",15]
[]
[null,null,"(b) Traffic safety vehicle(s)","month",15]
[]
["B15.16",null,"Flashing illuminated arrow board","number",10]
[]
["B15.17",null,"Temporary lighting:"]
[]
[null,null,"(a) Supply of temporary lighting masts and luminaires","number",2]
[]
[null,null,"(b) Erection and maintenance of temporary lighting masts","number",2]
[]
["B15.18",null,"Refurbishment of weighbridge scales "]
[]
[null,null,"(a) Refurbishment of weighbridge scales","PC Sum",1,{"v":2500000,"d":"R2,500,000.00"}]
[]
[null,null,"(b) Handling costs, profit and all other chargers in respect of subitem B15.18 (a)","%",{"v":2500000,"d":"R2,500,000.00"}]
[]
[null,null,"PAVEMENT LAYERS OF GRAVEL MATERIAL\n(Section 3400)"]
{"$rows_empty":9}
["1500",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
["15/B34.03",null,"Pavement layers constructed from gravel obtained from existing pavement layers:"]
[]
[null,null,"(o) Gravel wearing course compacted to 95% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150mm","m³",30000]
[]
[null,null,"(ii) Cemented material for a compacted layer thickness of 150mm","m³",30000]
[]
[null,null,"STABILIZATION\n(Section 3500)"]
[]
["15/B39.01",null,"Sawing asphalt or cemented pavement layers for patching:"]
[]
[null,null,"(a) Sawing asphalt to an average depth:"]
[]
[null,null,"(i) Not exceeding 50 mm","m",50]
[]
[null,null,"(ii) Exceeding 50 mm but not exceeding 100 mm","m",50]
[]
[null,null,"(iii) Exceeding 100 mm","m",5]
[]
[null,null,"(b) Sawing cemented pavement layers to an average depth:"]
[]
[null,null,"(i) Not exceeding 50 mm","m",50]
[]
[null,null,"(ii) Exceeding 50 mm but not exceeding 100 mm","m",50]
[]
[null,null,"(iii) Exceeding 100 mm","m",5]
[]
["15/B39.02",null,"Excavation in existing pavements for patching in:"]
[]
[null,null,"(a) Asphalt layers","m³",50]
[]
[null,null,"(b) Cemented layers","m³",50]
[]
[null,null,"(c) Other layers ","m³",50]
[]
[null,null,"PRIME COAT\n(Section 4100)"]
[]
["15/B42.20",null,"Backfilling of excavation for patching with:"]
[]
[null,null,"(a) Asphalt base","t",100]
[]
[null,null,"(b) Asphalt surfacing","t",100]
[]
[]
[]
[]
[]
["1500",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"1800","index":4,"n_rows":58,"n_cols":7,"rows_kept":58}
["SCHEDULE A : ROAD CONSTRUCTION P&G",null,null,"\n",null,null,"SECTION 1800"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"DAYWORKS"]
[]
["B18.01",null,"Personnel:"]
[]
[null,null,"(a) Unskilled labour","hour",3600]
[]
[null,null,"(b) Semi-skilled labour","hour",3600]
[]
[null,null,"(c) Skilled labour","hour",1800]
[]
[null,null,"(d) Ganger","hour",400]
[]
[null,null,"(e) Foreman","hour",60]
[]
[null,null,"(f) Flagmen","hour",60]
[]
["B18.02",null,"Equipment:"]
[]
[null,null,"(a) Motor grader (128 kW)","hour",180]
[]
[null,null,"(b) Excavator (96 kW)","hour",180]
[]
[null,null,"(d) Rubber-tyred loader (60 kW)","hour",120]
[]
[null,null,"(f) Pedestrian vibrating roller (0,5 ton)","hour",200]
[]
[null,null,"(g) Pedestrian vibrating roller (1,4 ton)","hour",200]
[]
[null,null,"(h) Self-propelled vibrating roller (80 kW)","hour",50]
[]
[null,null,"(i) Pneumatic-tyred roller (60 kW, 20 ton)","hour",20]
[]
[null,null,"(j) 6,0 m³ tip truck","hour",500]
[]
[null,null,"(k) Water spray truck (7 000 litre)","hour",500]
[]
["B18.03",null,"Materials:"]
[]
[null,null,"(a) Procurement of materials","Prov Sum",1,{"v":100000,"d":"R100,000.00"}]
[]
[null,null,"(b) Contractor's handling costs, profit and all other charges in respect of subitem B18.03(a)","%",{"v":100000,"d":"R100,000.00"}]
[]
["B18.04",null,"Transport:"]
[]
[null,null,"(a) LDV","km",200]
[]
[null,null,"(b) Flatbed truck","km",100]
[]
[null,null,"(c) Lowbed truck","km",100]
[]
[]
[]
[]
["1800",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"5600","index":5,"n_rows":57,"n_cols":7,"rows_kept":57}
["SCHEDULE A : ROAD CONSTRUCTION P&G",null,null,"\n",null,null,"SECTION 5600"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ROAD SIGNS"]
[]
["B56.14",null,"Provision for TNPA general signage",null,""]
[]
[null,null,"(a) Manufacture, supply and installation of TNPA signage","Prov Sum",1,{"v":9200000,"d":"R9,200,000.00"}]
[]
[null,null,"(b) Handling costs, profit and all other charges in respect of subitem B56.14(a) above","%",{"v":9200000,"d":"R9,200,000.00"}]
{"$rows_empty":45}
["5600",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"5900","index":6,"n_rows":55,"n_cols":7,"rows_kept":55}
["SCHEDULE A : ROAD CONSTRUCTION P&G",null,null,"\n",null,null,"SECTION 5900"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
[59.02,null,"Treatment of old roads and temporary deviations","km",1,null,{"$f":"$F$7*$E$7","v":{"v":0,"d":"R0.00"}}]
{"$rows_empty":47}
["5900",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"8100","index":7,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE A : ROAD CONSTRUCTION P&G",null,null,"\n",null,null,"SECTION 8100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"TESTING MATERIALS AND WORKMANSHIP"]
[]
["B81.02",null,"Other special tests requested by the Engineer:"]
[]
[null,null,"(a) Cost of testing","Prov Sum",1,{"v":500000,"d":"R500,000.00"}]
[]
[null,null,"(b) Handling costs and profit in respect of subitem B81.02(a) above","%",{"v":500000,"d":"R500,000.00"}]
[]
["B81.03",null,"Providing testing equipment: "]
[]
[null,null,"(a) Rolling straight-edge","number",1]
[]
[null,null,"(b) Core drill","number",1]
[]
["B81.04",null,"Financial contribution for the combined laboratory","month",15]
{"$rows_empty":36}
["8100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"Summary","index":8,"n_rows":15,"n_cols":2,"rows_kept":15}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE A : PRELIMINARY AND GENERAL"]
[]
["1200","GENERAL REQUIREMENTS AND PROVISIONS"]
["1300","CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
["1400","HOUSING, OFFICES AND LABORATORIES FOR THE ENGINEER'S SITE PERSONNEL"]
["1500","ACCOMMODATION OF TRAFFIC"]
["1800","DAYWORKS"]
["5600","ROAD SIGNS"]
["5900","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["8100","TESTING MATERIALS AND WORKMANSHIP"]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY PAGE"]

{"sheet":"NW-1700","index":9,"n_rows":48,"n_cols":7,"rows_kept":48}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 1700"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CLEARING AND GRUBBING"]
[]
["B17.01",null,"Clearing and grubbing","ha",3]
[]
[17.02,null,"Removal and grubbing of large trees and tree stumps:"]
[]
[null,null,"(a) Girth exceeding 1,0 m up to and including 2,0 m","number",1]
[]
[17.04,null,"Clearing and grubbing at inlets and outlets of hydraulic structures","m²",100]
[]
["B17.05",null,"Cleaning out of hydraulic structures:"]
[]
[null,null,"(a) Pipes with an internal diameter up to and including 750 mm","m³",430]
[]
["B17.07",null,"Removal of topsoil and unsuitable material and temporary stockpiling or spoiling thereof:"]
[]
[null,null,"(a) Topsoil in windrows alongside the work area","m³",5]
[]
[null,null,"(b) Topsoil in temporary stockpiles after loading material into trucks including 1,0 km free-haul","m³",10]
[]
[null,null,"(c) Unsuitable material to be spoiled including 1,0 km free-haul","m³",45]
[]
["17/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",25000]
{"$rows_empty":20}
["1700",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-2100","index":10,"n_rows":51,"n_cols":7,"rows_kept":51}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 2100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"DRAINS"]
[]
[21.01,null,"Excavation for open drains:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",2150]
[]
[21.03,null,"Excavation for subsoil drainage systems:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",200]
[]
["B21.04",null,"Impermeable backfilling to subsoil drainage systems:"]
[]
[null,null,"(b) Using imported selected material","m³",80]
[]
["B21.06",null,"Natural permeable material in subsoil drainage systems (washed crushed stone):"]
[]
[null,null,"(b) Crushed stone obtained from commercial sources:"]
[]
[null,null,"(ii) Coarse grade","m³",150]
[]
["21.08",null,"Pipes in subsoil drainage systems:"]
[]
[null,null,"(b) Unplasticized PVC pipes and fittings, normal duty, complete with couplings:"]
[]
[null,null,"(i) 100 mm internal dia, perforated","m",850]
[]
["21.10",null,"Synthetic-fibre filter fabric Bidim A4","m²",1650]
[]
[21.12,null,"Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems:"]
[]
[null,null,"(a) Outlet structures","number",5]
[]
[null,null,"(d) Cleaning eyes","number",15]
[]
[21.17,null,"Test flushing of pipe subsoil drains","number",5]
[]
["B21.20",null,"Break into existing drainage structures and install subsoil drainage pipes","number",5]
[]
["B21.21",null,"Type A concrete outlet structures for subsoil drainage systems (including formwork)","number",5]
[]
[]
[]
["2100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-2200","index":11,"n_rows":95,"n_cols":7,"rows_kept":95}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 2200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PREFABRICATED CULVERTS"]
[]
["B22.01",null,"Excavation:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",110]
[]
[null,null,"(ii) Exceeding 1,5 m and up to 3,0 m","m³",15]
[]
[null,null,"(b) Extra over subitem B22.01(a) for excavation in hard material, irrespective of depth","m³",15]
[]
[null,null,"(c) Extra over subitem B22.01(a) for excavation by hand","m³",110]
[]
[22.02,null,"Backfilling:"]
[]
[null,null,"(b) Using imported selected material","m³",80]
[]
["B22.03",null,"Concrete pipe culverts:"]
[]
[null,null,"(b) On Class B bedding:"]
[]
[null,null,"(i) Type SC 100 D-load pipes with ogee joints:"]
[]
[null,null,"(1)  375 mm dia","m",100]
[]
[null,null,"(2)  450 mm dia","m",50]
[]
[null,null,"(3)  525 mm dia","m",30]
[]
[null,null,"(4)  600 mm dia","m",30]
[]
[22.17,null,"Manholes, catchpits, precast inlet and outlet structures complete:"]
[]
[null,null,"(a) Manholes:"]
[]
[null,null,"(i) TYPE C","number",5]
[]
[null,null,"(ii) TYPE D","number",40]
[]
[null,null,"(iii) TYPE D1","number",10]
{"$rows_empty":7}
["2200",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(d) Extra over or less than subitem 22.17(a) for variations in the depths of manholes from the standard depth of 1.5m designated for tendering purposes:"]
[]
[null,null,"(i) Type C","m",5]
[]
[null,null,"(ii) Type D","m",20]
[]
[null,null,"(iii) Type D1","m",5]
[]
[null,null,"(e) Extra over or less than subitem 22.17(b) for variations in the depths of catchpits from the standard depth of 1.0m designated for tendering purposes:"]
[]
[null,null,"(i) Double Splay, Single Inlet type \"D\"","m",5]
[]
[22.21,null,"Accessories:"]
[]
[null,null,"(b) Inlet grids including frames:"]
[]
[null,null,"(i) 816 mm x 620 mm as shown on the drawings","number",40]
[]
[null,null,"(e) Prefabricated reinforced class 25/19 concrete cover slabs, 1600 mm x 450 mm x 150 mm, complete as shown on the drawings resting ontop of th channel","number",80]
[]
["B22.29",null,"Breaking into existing stormwater pipes of the following sizes to construct new drainage structures:"]
[]
[null,null,"(a) 300 mm dia","number",16]
[]
[null,null,"(b) 375 mm dia","number",5]
[]
[null,null,"(c) 400 mm dia","number",5]
[]
[null,null,"(d) 600 mm dia","number",5]
{"$rows_empty":8}
["2200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-2300","index":12,"n_rows":88,"n_cols":7,"rows_kept":88}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 2300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
["B23.01",null,"Concrete kerbing, including joints:"]
[]
[null,null,"(b) 400 mm x 200 mm cast in situ class 20/19 concrete edge beam, as shown on drawing 1006614-DRG-08-NW-CC-D006","m",1140]
[]
[null,null,"(c) 300 mm x 220 mm cast in situ class 35/19 concrete kerb, as shown on drawing 1006614-DRG-08-NW-CC-D004","m",9500]
[]
[23.03,null,"Concrete chutes (typical designs):"]
[]
[null,null,"(a) Prefabricated class 20/19 concrete chutes down side slopes, complete as shown on the drawings under section Stormwater Details","m",50]
[]
[23.05,null,"Inlet, outlet, transition and similar structures (typical designs):"]
[]
[null,null,"(a) Inlet structures, for chutes down side slopes, class 20/19 concrete, complete as shown on the drawings under section Stormwater Details","number",5]
[]
[null,null,"(b) Outlet structures for chutes down side slopes, complete with prefabricated reinforced-concrete blocks, class 20/19 concrete, complete as shown on the drawings under section Stormwater Details","number",5]
[]
["B23.07",null,"Trimming of excavations for concrete-lined open drains:"]
[]
[null,null,"(a) In soft material","m²",7450]
[]
[23.08,null,"Concrete lining for open drains:"]
[]
[null,null,"(a) Cast in situ class 25 / 19 concrete lining in Trapezoidal / Rectangular drains","m³",1020]
[]
[null,null,"(b) Class U2 surface finish to cast in situ concrete in Trapezoidal / Rectangular drains","m²",7450]
[]
[23.09,null,"Formwork to cast in situ concrete lining for open drains (Class F2 surface finish):"]
[]
[]
[]
[]
["2300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(b) To sides with formwork on both internal and external faces (each face measured)","m²",5200]
[]
[null,null,"(c) To ends of slabs","m²",1750]
[]
[23.1,null,"Sealed joints in concrete linings of open drains with bitumen impregnated softboard and polysulphide seal, complete as shown on the drawings","m",2500]
[]
[23.12,null,"Steel reinforcement:"]
[]
[null,null,"(b) High-tensile steel bars","t",28]
[]
[null,null,"(c) Welded steel fabric","kg",29400]
{"$rows_empty":34}
["2300",null,"TOTAL CARRIED TO SUMMARY PAGE ",{"$nulls":3},{"$f":"SUBTOTAL(9,$G$5:$G$87)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"NW-3300","index":13,"n_rows":134,"n_cols":7,"rows_kept":134}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 3300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"MASS EARTHWORKS"]
[]
["B33.01",null,"Cut and borrow to fill, including free-haul up to 1.0 km:"]
[]
[null,null,"(a) Material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",2350]
[]
[33.03,null,"Extra over payment item B33.01 for excavation of material in:"]
[]
[null,null,"(b) Hard excavation","m³",50]
[]
["B33.04",null,"Cut to spoil, including free-haul up to 1,0 km. Material obtained from:"]
[]
[null,null,"(a) Soft excavation","m³",7800]
[]
[null,null,"(c) Hard excavation","m³",50]
[]
[33.06,null,"Variations in the number of roller passes (applicable to subitems B33.01(a)(iii) and B33.01(b)(iii) and payment item 33.11):"]
[]
[null,null,"(a) Vibratory rollers","m²-pass",750]
[]
[null,null,"(c) Grid rollers","m²-pass",750]
[]
[null,null,"(f) Pneumatic-tyred rollers","m²-pass",750]
[]
["B33.07",null,"Removal of unsuitable material (including free-haul of 1.0 km):"]
[]
[null,null,"(a) In layer thicknesses of 200 mm and less:"]
[]
[null,null,"(i) Stable material","m³",2600]
[]
[null,null,"(ii) Unstable material","m³",260]
[]
[null,null,"(iii) Contaminated (hazardous) material","m³",1200]
[]
["B33.09",null,"Material temporarily removed and placed in a windrow","m³",1200]
[]
["33.10",null,"Roadbed preparation and the compaction of material:"]
[]
[]
[]
["3300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(b) Compacted to 93% of modified AASHTO density","m³",9800]
[]
[33.13,null,"Finishing-off cut and fill slopes, medians and interchange areas:"]
[]
[null,null,"(a) Cut slopes","m²",5300]
[]
[null,null,"(b) Fill slopes","m²",11000]
[]
["B33.16",null,"Widening of fills as specified in subclause B3307(i) extra over:"]
[]
[null,null,"(a) Subitem B33.01(a)","m³",200]
[]
["B33.20",null,"Fill constructed with material obtained from commercial sources or sources provided by the Contractor, including all haul:"]
[]
[null,null,"(a) Gravel material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",3050]
[]
[null,null,"(c) Rock fill (as specified in subclause 3209(c))","m³",50]
[]
[null,null,"(e) Pioneer layer (as specified in subclause B3307(c))","m³",150]
[]
["B33.21",null,"Fill constructed with material from designated stockpiles or directly from existing pavement layers and existing road prisms, irrespective of material type, including all haul:"]
[]
[null,null,"(a) Gravel material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",2350]
[]
["B33.22",null,"Geotextile:"]
[]
[null,null,"(a) Composite reinforced separation layer","m²",200]
[]
[]
[]
[]
["3300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"OVERHAUL\n(Section 1600)"]
[]
["33/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",23500]
[]
[null,null,"SELECTION, STOCKPILING AND BREAKING-DOWN THE MATERIAL FROM BORROW PITS, CUTTINGS AND EXISTING PAVEMENT LAYERS, AND PLACING AND COMPACTING THE GRAVEL LAYERS\n(Section 3200)"]
[]
["33/32.06",null,"Stockpiling of material  ","m³",2350]
{"$rows_empty":35}
["3300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-3400","index":14,"n_rows":129,"n_cols":7,"rows_kept":129}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 3400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
["B34.03",null,"Pavement layers constructed from gravel obtained from existing pavement layers:"]
[]
[null,null,"(b) Gravel selected layer compacted to 95% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm","m³",3050]
[]
[null,null,"(l) Gravel shoulder wearing course compacted to 93% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm (Type 1 quality)","m³",500]
[]
["B34.04",null,"In situ reconstruction of existing pavement layers as:"]
[]
[null,null,"(a) Gravel selected layer compacted to 93% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm (G7 quality)","m³",4800]
[]
["B34.05",null,"Extra over subitems B34.03(g), B34.04(b) and B34.04(f), for the construction of gravel pavement layers from recovered pavement material mixed with existing bituminous surfacing material","m³",8350]
[]
["B34.06",null,"Extra over payment item B34.04 for adding extra material as specified in subclause 3207(b)(iii):"]
[]
[null,null,"(a) Gravel selected layer","m³",500]
[]
[34.07,null,"Extra over payment item B34.04 for temporarily blading the material to windrow","m³",2400]
[]
["34.10",null,"Compacting the floors of pavement excavations (5 roller passes) with:"]
[]
[null,null,"(a) Vibratory rollers","m²",5800]
[]
[null,null,"(c) Grid rollers","m²",5800]
[]
[]
[]
[]
["3400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(d) Flat-wheeled rollers","m²",5800]
[]
[null,null,"(e) Pneumatic-tyred rollers","m²",5800]
[]
[34.11,null,"Watering the pavement excavation floor","kilolitre",100]
[]
["34.12",null,"Variations in the number of roller passes applicable to payment item 34.10:"]
[]
[null,null,"(a) Vibratory rollers","m²-pass",580]
[]
[null,null,"(c) Grid rollers","m²-pass",580]
[]
[null,null,"(d) Flat-wheeled rollers","m²-pass",580]
[]
[null,null,"(e) Pneumatic-tyred rollers","m²-pass",580]
[]
["B34.15",null,"Pavement layers constructed from gravel obtained from commercial sources or approved sources provided by the Contractor, including all haul:"]
[]
[null,null,"(a) Gravel selected layer compacted to:"]
[]
[null,null,"(i) 93% of modified AASHTO density for a compacted layer thickness of 150 mm (G7 quality)","m³",500]
[]
[null,null,"(d) Gravel shoulders compacted to: "]
[]
[null,null,"(i) 93% of modified AASHTO density for a compacted layer thickness of 150 mm (Type 1 quality)","m³",500]
[]
["B34.15",null,"Removal of excess pavement material resulting from the in situ reconstruction of existing pavement layers","m³",500]
[]
[null,null,"OVERHAUL\n(Section 1600)"]
[]
["34/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",600300]
[]
[]
[]
[]
[]
[]
["3400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"SELECTION, STOCKPILING AND BREAKING-DOWN THE MATERIAL FROM BORROW PITS, CUTTINGS AND EXISTING PAVEMENT LAYERS, AND PLACING AND COMPACTING THE GRAVEL LAYERS\n(Section 3200)"]
[]
["34/32.06",null,"Stockpiling of material  ","m³",25500]
{"$rows_empty":39}
["3400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-3800","index":15,"n_rows":47,"n_cols":7,"rows_kept":47}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 3800"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"BREAKING UP EXISTING PAVEMENT LAYERS"]
[]
["B38.04",null,"Milling or excavating and moving to stockpile or spoiling material from an existing pavement and/or the underlying fill:"]
[]
[null,null,"(a) Non-cemented material","m³",12700]
[]
[null,null,"(b) Cemented material","m³",7650]
[]
[null,null,"(d) Asphalt","m³",5100]
[]
[38.07,null,"Extra over payment items B38.04 for tapering the milled excavation edges or ends","m³",100]
[]
[38.08,null,"Sawing or cutting asphalt or cemented pavement layers:"]
[]
[null,null,"(a) Sawing asphalt","m²",100]
[]
[null,null,"(c) Sawing cemented layers:"]
[]
[null,null,"(i) Cemented material","m²",100]
[]
["38.10",null,"Preparing stockpile sites","m²",9300]
[]
[38.11,null,"Extra over payment item 38.10 for watering and compacting stockpile sites","m³",1400]
{"$rows_empty":19}
["3800",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-4200","index":16,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 4200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ASPHALT BASE AND SURFACING"]
[]
["B42.21",null,"Rumble strips","Prov Sum",1,{"v":35000,"d":"R35,000.00"}]
{"$rows_empty":48}
["4200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-5100","index":17,"n_rows":54,"n_cols":7,"rows_kept":54}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 5100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
[]
["B51.01",null,"Stone pitching:"]
[]
[null,null,"(b) Grouted stone pitching","m²",200]
{"$rows_empty":44}
["5100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-5400","index":18,"n_rows":49,"n_cols":7,"rows_kept":49}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 5400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"GUARDRAILS"]
[]
["B54.02",null,"Guardrails on 1,3 m spaced posts:"]
[]
[null,null,"(a) Complete galvanized system on:"]
[]
[null,null,"(ii) Steel posts","m",2500]
[]
[54.03,null,"Extra over payment items B54.01, B54.02 and 54.11 for horizontally curved guardrails factory bent to a radius of less than 45 m","m",1050]
[]
[54.04,null,"End treatments:"]
[]
[null,null,"(a) End wings","number",130]
[]
[null,null,"(d) End treatments in accordance with the drawings where single guardrail sections are used","number",30]
[]
["B54.07",null,"Removing existing guardrails   ","m",2400]
[]
["B54.15",null,"Steel base plates for steel guardrail posts on structures   ","number",1950]
{"$rows_empty":25}
["5400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-5600","index":19,"n_rows":95,"n_cols":9,"rows_kept":95}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 5600"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ROAD SIGNS"]
[]
["B56.01",null,"Road sign boards with painted or coloured semi-matt background.  Symbols, lettering and borders in semi-matt black or in Class I retro-reflective material, where the sign board is constructed from:"]
[]
[null,null,"(d) Prepainted galvanized steel profiles (200 mm high chromadek or approved equivalent):"]
[]
[null,null,"(i) Area not exceeding 2,0 m²","m²",50]
[]
[56.02,null,"Extra over payment item B56.01 for using:"]
[]
[null,null,"(a) Background of retro-reflective material:"]
[]
[null,null,"(iii) Class III","m²",50]
[]
[56.03,null,"Road sign supports (overhead road sign structures excluded):"]
[]
[null,null,"(a) Steel tubing complete with base plate (Circular:75mm, square:50mmx50mm, wall thickness: 2mm, glavanised steel base plate: 250mm x 250 mm x 3 mm)","t",1]
[]
[null,null,"(b) Steel tubing planted (Circular:75mm, square:50mmx50mm, wall thickness: 2mm)","t",1]
[]
[56.05,null,"Excavation and backfilling for road sign supports (not applicable to kilometre posts)","m³",60]
[]
[56.06,null,"Extra over payment item 56.05 for cement-treated soil backfill","m³",40]
[]
["B56.10",null,"Gravel drainage layer below road sign footings","m³",20]
[]
["B56.11",null,"Hazard plates:"]
[]
[null,null,"(b) 600 mm x 150 mm","number",30]
[]
[null,null,"(e) 300 mm x 600 mm","number",25]
[]
[null,null,"(f) 3 600 mm x 600 mm","number",10]
[]
["B56.12",null,"Dismantling and disposal of road signs:"]
[]
[null,null,"(a) Hazard marker signs","number",10,{"$nulls":3},"`"]
[]
["5600",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(b) Single post signs (other 'R' and 'W' signs)","number",60]
[]
[null,null,"(c) Multiple post ground-mounted signs","number",10]
[]
["B56.13",null,"Collapsible edge marker posts ","number",270]
{"$rows_empty":41}
["5600",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-5700","index":20,"n_rows":101,"n_cols":7,"rows_kept":101}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 5700"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ROAD MARKINGS"]
[]
["B57.01",null,"Road-marking paint:"]
[]
[null,null,"(g) Kerb markings (any colour)","m²",700]
[]
[57.02,null,"Retro-reflective road-marking paint:"]
[]
[null,null,"(a) White lines (broken or unbroken):"]
[]
[null,null,"(i) 100 mm wide","km",6]
[]
[null,null,"(ii) 150 mm wide","km",3]
[]
[null,null,"(iii) 200 mm wide","km",1]
[]
[null,null,"(b) Yellow lines (broken or unbroken):"]
[]
[null,null,"(ii) 150 mm wide","km",0.5]
[]
[null,null,"(d) White lettering and symbols","m²",300]
[]
[null,null,"(e) Yellow lettering and symbols","m²",50]
[]
[null,null,"(f) Transverse lines, painted island and arrestor bed markings (any colour)","m²",2000]
[]
["B57.03",null,"Thermoplastic road-marking paint","km"]
[]
[null,null,"(a) White lines (broken or unbroken):"]
[]
[null,null,"(i) 100 mm wide","km",6]
[]
[null,null,"(ii) 150 mm wide","km",3]
[]
[null,null,"(iii) 200 mm wide","km",1]
[]
[null,null,"(b) Yellow lines (broken or unbroken):"]
[]
[null,null,"(i) 150 mm wide","km",0.5]
[]
[null,null,"(c) Kerb markings (any colour)","m²",910]
[]
["B57.03",null,"Plastic road-marking material "]
[]
[null,null,"(e) Yellow lettering and symbols","m²",null,null,"rate only"]
[]
[null,null,"(f) Transverse lines, painted island and arrestor bed markings (any colour)","m²",null,null,"rate only"]
[]
[]
[]
["5700",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[57.04,null,"Variations in rate of application:"]
[]
[null,null,"(a) White paint","litre",350]
[]
[null,null,"(b) Yellow paint","litre",15]
[]
["B57.05",null,"Roadstuds:"]
[]
[null,null,"(a) PFG Armourlight, Stimsonite, Lynkor or approved equivalent:"]
[]
[null,null,"(ii) Bi-directional, amber/red","number",120]
[]
[null,null,"(v) Bi-directional, red/red","number",1270]
[]
["B57.06",null,"Setting out and premarking the lines (excluding traffic-island markings, lettering and symbols)","km",11]
[]
["B57.07",null,"Re-establishing the painting unit within 30 days before the Defects Date","number",1]
[]
[57.09,null,"Removal of existing roadstuds ","number",20]
[]
["B57.10",null,"Cold plastic road-marking material:"]
[]
[null,null,"(a) White lettering and symbols","m²",300]
[]
[null,null,"(b) Yellow lettering and symbols","m²",50]
[]
[null,null,"(c) Transverse lines, painted island and arrestor bed markings (any colour)","m²",2000]
{"$rows_empty":14}
["5700",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-5800","index":21,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 5800"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"LANDSCAPING AND PLANTING PLANTS"]
[]
[58.01,null,"Trimming:"]
[]
[null,null,"(b) Hand trimming","m²",15000]
[]
[58.04,null,"Grassing:"]
[]
[null,null,"(c) Hydroseeding:"]
[]
[null,null,"(iii) Hydroseeding","ha",1.5]
{"$rows_empty":37}
["5800",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-5900","index":22,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",{"$nulls":5},"SECTION 5900"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
["B59.01",null,"Finishing the road and road reserve:"]
[]
[null,null,"(b) Single carriageway road"]
[]
[null,null,"(i) Roads with concrete surfacing","km",5]
{"$rows_empty":44}
["5900",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-6100","index":23,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 6100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FOUNDATIONS FOR STRUCTURES"]
[]
["B61.02",null,"Excavation:"]
[]
[null,null,"(a) Excavating soft material situated within the following successive depth ranges:"]
[]
[null,"-0-0-1-1","(i) 0 m up to 2,0 m","m³",125]
[]
[null,null,"(c) Extra over subitem B61.02(a) for additional excavation required by the Engineer after the excavation has been completed","m³",15]
[]
[61.03,null,"Access and drainage:"]
[]
[null,"-0-1-0-1","(a) Access","Lump Sum",1]
[]
["B61.04",null,"Backfill to excavations utilising: "]
[]
[null,"-0-2-0-2","(b) Imported material","m³",60]
[]
[61.05,null,"Fill within a restricted area (extra over payment item B33.01)","m³",6]
[]
[61.08,null,"Foundation fill consisting of:"]
[]
[null,"-0-6-0-4","(d) Mass concrete, class 15/38","m³",13]
{"$rows_empty":25}
["6100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-6200","index":24,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 6200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FALSEWORK, FORMWORK AND CONCRETE FINISH"]
[]
[62.02,null,"Vertical formwork to provide:"]
[]
[null,null,"(a) Class F1 surface finish to:"]
[]
[null,null,"(iv) Retaining Walls","m²",750]
{"$rows_empty":44}
["6200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-6300","index":25,"n_rows":57,"n_cols":7,"rows_kept":57}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 6300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"STEEL REINFORCEMENT FOR STRUCTURES"]
[]
[63.01,null,"Steel reinforcement for:"]
[]
[null,null,"(d) Retaining Walls"]
[]
[null,null,"(i) Mild-steel bars","t",1]
[]
[null,null,"(ii) High-yield-stress-steel hot-rolled bars","t",25]
{"$rows_empty":43}
["6300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-6400","index":26,"n_rows":55,"n_cols":7,"rows_kept":55}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 6400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,{"v":100,"d":"100.00"},"CONCRETE FOR STRUCTURE"]
[]
["B64.01",null,"Cast in situ concrete:"]
[]
[null,null,"(a) Class 35/19 in:"]
[]
[null,null,"(iv) Retaining Walls","m³",210]
[]
["B64.07",null,"Curing of concrete:"]
[]
[null,null,"(a) Retaining wall including foundation","m²",700]
[]
["B64.08",null,"Hot weather concreting","Lump Sum",1]
[]
["B64.10",null,"Supply and Place of Pre-Cast Bus shelter Units as per drawing 1006614-DRG-05-NW-CC-D001","No",45]
{"$rows_empty":35}
["6400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-7100","index":27,"n_rows":185,"n_cols":7,"rows_kept":185}
["SCHEDULE B : ROAD CONSTRUCTION -  NEWARK ROAD",null,null,"\n",null,null,"SECTION 7100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CONCRETE PAVEMENTS"]
[]
["B71.01",null,"Concrete trial pavement:"]
[]
[null,null,"(a) Mechanical construction"]
[]
[null,null,"(i)  Jointed unreinforced concrete pavement (PJCP) - 300 mm thick (minimum flexural strength of 5.2 MPa)","m²",200]
[]
[null,null,"(ii)  Lean mix concrete pavement (LMC) - 100 mm thick (minimum compressive strength of 15 MPa):","m²",200]
[]
[null,null,"(iii)  Jointed unreinforced concrete pavement (PJCP) - 100 mm thick (minimum compressive strength of 30 MPa):","m²",20]
[]
[null,null,"(b) Manual construction"]
[]
[null,null,"(i)  Jointed unreinforced concrete pavement (PJCP) - 300 mm thick (minimum flexural strength of 5.2 MPa)","m²",200]
[]
[null,null,"(ii)  Lean mix concrete pavement (LMC) - 100 mm thick (minimum compressive strength of 15 MPa):","m²",200]
[]
[null,null,"(iii)  Jointed unreinforced concrete pavement (PJCP) - 100 mm thick (minimum compressive strength of 30 MPa):","m²",20]
[]
["B71.02",null,"Concrete pavement excluding texturing and curing:"]
[]
[null,null,"(a) Jointed unreinforced concrete pavement (PJCP) (minimum flexural strength of 5.2 MPa):"]
[]
[null,null,"(i) 300 mm thick","m²",65250]
[]
[null,null,"(b) Lean mix concrete pavement (LMC) (minimum compressive strength of 15 MPa):"]
[]
[null,null,"(i) 100 mm thick","m²",65250]
[]
[null,null,"(c) Jointed unreinforced concrete pavement (PJCP) (minmum compressive strength of 30 MPa):"]
[]
[null,null,"(i) 100 mm thick ","m²",7850]
{"$rows_empty":7}
["7100",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[71.03,null,"Extra over payment item 71.02 for concrete pavement requiring hand placing"]
[]
[null,null,"(a) Jointed unreinforced concrete pavement (PJCP) (minimum flexural strength of 5.2 MPa), 300mm thick in road pavements","m²",65250]
[]
[null,null,"(b) Lean mix concrete pavement (LMC) (minimum compressive strength of 15 MPa), 100mm thick as suubase in road pavements","m²",65250]
[]
[null,null,"(c) Jointed unreinforced concrete pavement (PJCP) (minmum compressive strength of 30 MPa), 100mm thick in sidewalks","m²",7850]
[]
["B71.04",null,"Texturing and curing the concrete pavement:"]
[]
[null,null,"(a) Broom texture (PJCP road pavements)","m²",65250]
[]
[null,null,"(b) Bull float finish (LMC subbase)","m²",65250]
[]
[null,null,"(c) Wood float (PJCP sidewalks)","m²",7850]
[]
[null,null,"(d) Curing with white-pigemented solvent resin-based curing compound and movable frame cover ","m²",73100]
[]
[null,null,"(e) Curing with emulsion wax curing compound and movable frame cover","m²",65250]
[]
["B71.05",null,"Variation in the rate of application of the curing compounds"]
[]
[null,null,"(a) White pigmented solvent resin based curing compound","litre",5150]
[]
[null,null,"(b) Wax based emulsion compound","litre",3263]
[]
["B71.06",null,"Joints:"]
[]
[null,null,"(b) Longitudinal hinge joints:"]
[]
[null,null,"(i) Sealed hinge joints, Joint B1 and Joint C, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",7100]
{"$rows_empty":7}
["7100",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(ii) Unsealed hinge joints, Joint B2, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",4200]
[]
[null,null,"(c) Sealed transverse contraction joints sawn in two separate operations, Joint A1, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",9900]
[]
[null,null,"(d) Unsealed transverse contraction joints, Joint A3, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",17050]
[]
[null,null,"(d) Diamond dowels with pocket formers (mild steel), 20 mm x 114 mm x 114 mm:"]
[]
[null,null,"(i) Installed in new concrete","number",3350]
[]
[null,null,"(e) Tie-bars:"]
[]
[null,null,"(i) 20 mm diameter, 900 mm long installed in new PJCP","number",17000]
[]
[null,null,"(g) Forming and sealing the joints between asphalt and concrete pavements, Joint F, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",150]
[]
[null,null,"(i) Plain isolation joint, Joint D, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",7450]
[]
[null,null,"(j) Armoured Isolation joint, Joint E, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",350]
[]
[null,null,"(k) Forming and sealing diamond dowel joints, Joint A2, as shown on the drawing (1006614-DRG-12-NW-CC-D002)","m",1500]
[]
[71.07,null,"Drilling and testing of cores:"]
[]
[null,null,"(a) 100 mm cores drilled from the pavement","number",300]
[]
[null,null,"(b) 150 mm cores drilled from the pavement and tested for compressive strength","number",300]
[]
[71.08,null,"Steel reinforcement in concrete pavement:"]
{"$rows_empty":7}
["7100",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(c) Welded steel fabric:"]
[]
[null,null,"(i) Mesh ref 617","kg",42800]
[]
[null,null,"(ii) Mesh ref 500","kg",34650]
[]
[null,null,"(iii) Mesh ref 193","kg",3250]
[]
[71.09,null,"Removing existing concrete in rehabilitation work:"]
[]
[null,null,"(a) Concrete without reinforcement","m³",5]
[]
[null,null,"(b) Reinforced concrete","m³",5]
[]
["71.10",null,"Sawing existing concrete in rehabilitation work","m²",5]
[]
["B71.22",null,"Rail level crossing"]
[]
[null,null,"(a) Precast concrete level crossing blocks as per drawing (1006614-DRG-00-NW-CC-D001)","m",80]
[]
[null,null,"(b) Level crossing across a concrete road surface ","m",5]
{"$rows_empty":29}
["7100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-Summary","index":28,"n_rows":26,"n_cols":2,"rows_kept":26}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE B : NEWARK ROAD CONSTRUCTION"]
[]
["1700","CLEARING AND GRUBBING"]
["2100","DRAINS"]
["2200","PREFABRICATED CULVERTS"]
["2300","CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
["3300","MASS EARTHWORKS"]
["3400","PAVEMENT LAYERS OF GRAVEL MATERIAL"]
["3800","BREAKING UP EXISTING PAVEMENT LAYERS"]
["4200","ASPHALT BASE AND SURFACING"]
["5100","PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
["5400","GUARDRAILS"]
["5600","ROAD SIGNS"]
["5700","ROAD MARKINGS"]
["5800","LANDSCAPING AND PLANTING PLANTS"]
["5900","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["6100","FOUNDATIONS FOR STRUCTURES"]
["6200","FALSEWORK, FORMWORK AND CONCRETE FINISH"]
["6300","STEEL REINFORCEMENT FOR STRUCTURES"]
["6400","CONCRETE FOR STRUCTURE"]
["7100","CONCRETE PAVEMENTS"]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY PAGE"]

{"sheet":"VT-1700","index":29,"n_rows":48,"n_cols":7,"rows_kept":48}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 1700"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CLEARING AND GRUBBING"]
[]
["B17.01",null,"Clearing and grubbing","ha",2]
[]
[17.02,null,"Removal and grubbing of large trees and tree stumps:"]
[]
[null,null,"(a) Girth exceeding 1,0 m up to and including 2,0 m","number",2]
[]
[17.04,null,"Clearing and grubbing at inlets and outlets of hydraulic structures","m²",100]
[]
["B17.05",null,"Cleaning out of hydraulic structures:"]
[]
[null,null,"(a) Pipes with an internal diameter up to and including 750 mm","m³",60]
[]
["B17.07",null,"Removal of topsoil and unsuitable material and temporary stockpiling or spoiling thereof:"]
[]
[null,null,"(b) Topsoil in temporary stockpiles after loading material into trucks including 1,0 km free-haul","m³",10]
[]
[null,null,"(c) Unsuitable material to be spoiled including 1,0 km free-haul","m³",20]
[]
["17/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",15000]
{"$rows_empty":22}
["1700",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-2100","index":30,"n_rows":49,"n_cols":7,"rows_kept":49}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 2100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"DRAINS"]
[]
[21.01,null,"Excavation for open drains:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",150]
[]
[21.03,null,"Excavation for subsoil drainage systems:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",80]
[]
["B21.04",null,"Impermeable backfilling to subsoil drainage systems:"]
[]
[null,null,"(b) Using imported selected material","m³",10]
[]
["B21.06",null,"Natural permeable material in subsoil drainage systems (washed crushed stone):"]
[]
[null,null,"(b) Crushed stone obtained from commercial sources:"]
[]
[null,null,"(ii) Coarse grade","m³",70]
[]
["21.08",null,"Pipes in subsoil drainage systems:"]
[]
[null,null,"(b) Unplasticized PVC pipes and fittings, normal duty, complete with couplings:"]
[]
[null,null,"(i) 100 mm internal dia, perforated","m",450]
[]
["21.10",null,"Synthetic-fibre filter fabric Bidim A4","m²",850]
[]
[21.12,null,"Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems:"]
[]
[null,null,"(a) Outlet structures","number",5]
[]
[null,null,"(d) Cleaning eyes","number",10]
[]
[21.17,null,"Test flushing of pipe subsoil drains","number",5]
[]
["B21.21",null,"Type A concrete outlet structures for subsoil drainage systems (including formwork)","number",5]
[]
[]
[]
["2100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-2200","index":31,"n_rows":98,"n_cols":7,"rows_kept":98}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 2200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PREFABRICATED CULVERTS"]
[]
["B22.01",null,"Excavation:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",150]
[]
[null,null,"(ii) Exceeding 1,5 m and up to 3,0 m","m³",15]
[]
[null,null,"(b) Extra over subitem B22.01(a) for excavation in hard material, irrespective of depth","m³",20]
[]
[null,null,"(c) Extra over subitem B22.01(a) for excavation by hand","m³",150]
[]
[22.02,null,"Backfilling:"]
[]
[null,null,"(b) Using imported selected material","m³",150]
[]
["B22.03",null,"Concrete pipe culverts:"]
[]
[null,null,"(b) On Class B bedding:"]
[]
[null,null,"(i) Type SC 100 D-load pipes with ogee joints:"]
[]
[null,null,"(1)  375 mm dia","m",250]
[]
[null,null,"(2)  450 mm dia","m",25]
[]
[null,null,"(3)  525 mm dia","m",100]
[]
[null,null,"(4)  900 mm dia","m",405]
[]
[22.17,null,"Manholes, catchpits, precast inlet and outlet structures complete:"]
[]
[null,null,"(a) Manholes:"]
[]
[null,null,"(i) TYPE C","number",10]
[]
[null,null,"(ii) TYPE D","number",10]
[]
[null,null,"(iii) TYPE D1","number",1]
{"$rows_empty":7}
["2200",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(d) Extra over or less than subitem 22.17(a) for variations in the depths of manholes from the standard depth of 1.5m designated for tendering purposes:"]
[]
[null,null,"(i) Type C","m",5]
[]
[null,null,"(ii) Type D","m",5]
[]
[null,null,"(iii) Type D1","m",1]
[]
[22.21,null,"Accessories:"]
[]
[null,null,"(b) Inlet grids including frames:"]
[]
[null,null,"(i) 816 mm x 620 mm as shown on the drawings","number",10]
[]
[null,null,"(e) Prefabricated reinforced class 25/19 concrete cover slabs, 1600 mm x 450 mm x 150 mm, complete as shown on the drawings resting ontop of th channel","number",10]
[]
["B22.29",null,"Breaking into existing stormwater pipes of the following sizes to construct new drainage structures:"]
[]
[null,null,"(c) 400 mm dia","number",10]
[]
[null,null,"(d) 600 mm dia","number",5]
{"$rows_empty":19}
["2200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-2300","index":32,"n_rows":42,"n_cols":7,"rows_kept":42}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 2300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
["B23.01",null,"Concrete kerbing, including joints:"]
[]
[null,null,"(b) 400 mm x 200 mm cast in situ class 20/19 concrete edge beam, as shown on drawing 1006614-DRG-08-VT-CC-D006","m",70]
[]
[null,null,"(c) 300 mm x 220 mm cast in situ class 35/19 concrete kerb, as shown on drawing 1006614-DRG-08-VT-CC-D004","m",1400]
[]
["B23.07",null,"Trimming of excavations for concrete-lined open drains:"]
[]
[null,null,"(a) In soft material","m²",550]
[]
[23.08,null,"Concrete lining for open drains:"]
[]
[null,null,"(a) Cast in situ class 25 / 19 concrete lining in Trapezoidal / Rectangular drains","m³",75]
[]
[null,null,"(b) Class U2 surface finish to cast in situ concrete in Trapezoidal / Rectangular drains","m²",550]
[]
[23.09,null,"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",70]
[]
[null,null,"(c) To ends of slabs","m²",150]
[]
[23.1,null,"Sealed joints in concrete linings of open drains with bitumen impregnated softboard and polysulphide seal, complete as shown on the drawings","m",175]
[]
[23.12,null,"Steel reinforcement:"]
[]
[null,null,"(b) High-tensile steel bars","t",5]
[]
[null,null,"(c) Welded steel fabric","kg",2060]
[]
[]
[]
[]
[]
[]
["2300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-3300","index":33,"n_rows":134,"n_cols":7,"rows_kept":134}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 3300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"MASS EARTHWORKS"]
[]
["B33.01",null,"Cut and borrow to fill, including free-haul up to 1.0 km:"]
[]
[null,null,"(a) Material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",450]
[]
[33.03,null,"Extra over payment item B33.01 for excavation of material in:"]
[]
[null,null,"(b) Hard excavation","m³",50]
[]
["B33.04",null,"Cut to spoil, including free-haul up to 1,0 km. Material obtained from:"]
[]
[null,null,"(a) Soft excavation","m³",7800]
[]
[null,null,"(c) Hard excavation","m³",50]
[]
[33.06,null,"Variations in the number of roller passes (applicable to subitems B33.01(a)(iii) and B33.01(b)(iii) and payment item 33.11):"]
[]
[null,null,"(a) Vibratory rollers","m²-pass",250]
[]
[null,null,"(c) Grid rollers","m²-pass",250]
[]
[null,null,"(f) Pneumatic-tyred rollers","m²-pass",250]
[]
["B33.07",null,"Removal of unsuitable material (including free-haul of 1.0 km):"]
[]
[null,null,"(a) In layer thicknesses of 200 mm and less:"]
[]
[null,null,"(i) Stable material","m³",500]
[]
[null,null,"(ii) Unstable material","m³",50]
[]
[null,null,"(iii) Contaminated (hazardous) material","m³",300]
[]
["B33.09",null,"Material temporarily removed and placed in a windrow","m³",250]
[]
["33.10",null,"Roadbed preparation and the compaction of material:"]
[]
[]
[]
["3300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(b) Compacted to 93% of modified AASHTO density","m³",1900]
[]
[33.13,null,"Finishing-off cut and fill slopes, medians and interchange areas:"]
[]
[null,null,"(a) Cut slopes","m²",5300]
[]
[null,null,"(b) Fill slopes","m²",11000]
[]
["B33.16",null,"Widening of fills as specified in subclause B3307(i) extra over:"]
[]
[null,null,"(a) Subitem B33.01(a)","m³",50]
[]
["B33.20",null,"Fill constructed with material obtained from commercial sources or sources provided by the Contractor, including all haul:"]
[]
[null,null,"(a) Gravel material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",550]
[]
[null,null,"(c) Rock fill (as specified in subclause 3209(c))","m³",50]
[]
[null,null,"(e) Pioneer layer (as specified in subclause B3307(c))","m³",150]
[]
["B33.21",null,"Fill constructed with material from designated stockpiles or directly from existing pavement layers and existing road prisms, irrespective of material type, including all haul:"]
[]
[null,null,"(a) Gravel material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",450]
[]
["B33.22",null,"Geotextile:"]
[]
[null,null,"(a) Composite reinforced separation layer","m²",200]
[]
[]
[]
[]
["3300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"OVERHAUL\n(Section 1600)"]
[]
["33/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",4500]
[]
[null,null,"SELECTION, STOCKPILING AND BREAKING-DOWN THE MATERIAL FROM BORROW PITS, CUTTINGS AND EXISTING PAVEMENT LAYERS, AND PLACING AND COMPACTING THE GRAVEL LAYERS\n(Section 3200)"]
[]
["33/32.06",null,"Stockpiling of material  ","m³",450]
{"$rows_empty":35}
["3300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-3400","index":34,"n_rows":131,"n_cols":7,"rows_kept":131}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 3400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
["B34.03",null,"Pavement layers constructed from gravel obtained from existing pavement layers:"]
[]
[null,null,"(b) Gravel selected layer compacted to 95% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm","m³",1100]
[]
[null,null,"(l) Gravel shoulder wearing course compacted to 93% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm (Type 1 quality)","m³",100]
[]
["B34.04",null,"In situ reconstruction of existing pavement layers as:"]
[]
[null,null,"(a) Gravel selected layer compacted to 93% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm (G7 quality)","m³",550]
[]
["B34.05",null,"Extra over subitems B34.03(g), B34.04(b) and B34.04(f), for the construction of gravel pavement layers from recovered pavement material mixed with existing bituminous surfacing material","m³",1750]
[]
["B34.06",null,"Extra over payment item B34.04 for adding extra material as specified in subclause 3207(b)(iii):"]
[]
[null,null,"(a) Gravel selected layer","m³",100]
[]
[34.07,null,"Extra over payment item B34.04 for temporarily blading the material to windrow","m³",275]
[]
["34.10",null,"Compacting the floors of pavement excavations (5 roller passes) with:"]
[]
[null,null,"(a) Vibratory rollers","m²",1860]
[]
[null,null,"(c) Grid rollers","m²",1860]
[]
[]
[]
[]
["3400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(d) Flat-wheeled rollers","m²",1860]
[]
[null,null,"(e) Pneumatic-tyred rollers","m²",1860]
[]
[34.11,null,"Watering the pavement excavation floor","kilolitre",30]
[]
["34.12",null,"Variations in the number of roller passes applicable to payment item 34.10:"]
[]
[null,null,"(a) Vibratory rollers","m²-pass",186]
[]
[null,null,"(c) Grid rollers","m²-pass",186]
[]
[null,null,"(d) Flat-wheeled rollers","m²-pass",186]
[]
[null,null,"(e) Pneumatic-tyred rollers","m²-pass",186]
[]
["B34.15",null,"Pavement layers constructed from gravel obtained from commercial sources or approved sources provided by the Contractor, including all haul:"]
[]
[null,null,"(a) Gravel selected layer compacted to:"]
[]
[null,null,"(i) 93% of modified AASHTO density for a compacted layer thickness of 150 mm (G7 quality)","m³",500]
[]
[null,null,"(d) Gravel shoulders compacted to: "]
[]
[null,null,"(i) 93% of modified AASHTO density for a compacted layer thickness of 150 mm (Type 1 quality)","m³",100]
[]
["B34.15",null,"Removal of excess pavement material resulting from the in situ reconstruction of existing pavement layers","m³",100]
[]
[null,null,"OVERHAUL\n(Section 1600)"]
[]
["34/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",91400]
[]
[]
[]
[]
[]
[]
["3400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"SELECTION, STOCKPILING AND BREAKING-DOWN THE MATERIAL FROM BORROW PITS, CUTTINGS AND EXISTING PAVEMENT LAYERS, AND PLACING AND COMPACTING THE GRAVEL LAYERS\n(Section 3200)"]
[]
["34/32.06",null,"Stockpiling of material  ","m³",4500]
{"$rows_empty":41}
["3400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-3800","index":35,"n_rows":50,"n_cols":7,"rows_kept":50}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 3800"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"BREAKING UP EXISTING PAVEMENT LAYERS"]
[]
["B38.04",null,"Milling or excavating and moving to stockpile or spoiling material from an existing pavement and/or the underlying fill:"]
[]
[null,null,"(a) Non-cemented material","m³",2250]
[]
[null,null,"(b) Cemented material","m³",1350]
[]
[null,null,"(d) Asphalt","m³",900]
[]
[38.07,null,"Extra over payment items B38.04 for tapering the milled excavation edges or ends","m³",100]
[]
[38.08,null,"Sawing or cutting asphalt or cemented pavement layers:"]
[]
[null,null,"(a) Sawing asphalt","m²",100]
[]
[null,null,"(c) Sawing cemented layers:"]
[]
[null,null,"(i) Cemented material","m²",100]
[]
["38.10",null,"Preparing stockpile sites","m²",1650]
[]
[38.11,null,"Extra over payment item 38.10 for watering and compacting stockpile sites","m³",250]
{"$rows_empty":22}
["3800",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-4200","index":36,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 4200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ASPHALT BASE AND SURFACING"]
[]
["B42.21",null,"Rumble strips","Prov Sum",1,{"v":9000,"d":"R9,000.00"}]
{"$rows_empty":48}
["4200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-5100","index":37,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 5100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
[]
["B51.01",null,"Stone pitching:"]
[]
[null,null,"(b) Grouted stone pitching","m²",50]
{"$rows_empty":46}
["5100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-5200","index":38,"n_rows":52,"n_cols":7,"rows_kept":52}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 5200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"GABIONS"]
[]
[52.03,null,"Gabions:"]
[]
[null,null,"(a) Galvanized gabion boxes:"]
[]
[null,null,"(i) 1,0 m x 1,0 m x 1,0 m with 80 mm x 100 mm mesh and 2,7 mm dia mesh wire","m³",20]
[]
[null,null,"(c) Galvanized gabion mattresses:"]
[]
[null,null,"(i) 0,3 m deep with 80 mm x 100 mm mesh and diaphragms at 1,0 m centres and 2,7 mm dia mesh wire","m³",5]
[]
[52.04,null,"Filter fabric, Bidim A4 or approved equivalent","m²",25]
[]
["B52.05",null,"Backfilling behind gabion erosion protection walls, including all haul","m³",5]
{"$rows_empty":32}
["5200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-5400","index":39,"n_rows":50,"n_cols":7,"rows_kept":50}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 5400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"GUARDRAILS"]
[]
["B54.01",null,"Guardrails on 3,0 m spaced posts:"]
[]
[null,null,"(b) Extra over subitem B54.01(a) for the following:"]
[]
[null,null,"(ii) End treatments where single guardrail sections are used (including additional posts)","number",40]
[]
["B54.02",null,"Guardrails on 1,3 m spaced posts:"]
[]
[null,null,"(a) Complete galvanized system on:"]
[]
[null,null,"(ii) Steel posts","m",400]
[]
[54.03,null,"Extra over payment items B54.01, B54.02 and 54.11 for horizontally curved guardrails factory bent to a radius of less than 45 m","m",270]
[]
[54.04,null,"End treatments:"]
[]
[null,null,"(a) End wings","number",50]
[]
[null,null,"(d) End treatments in accordance with the drawings where single guardrail sections are used","number",10]
[]
["B54.07",null,"Removing existing guardrails   ","m",25]
[]
["B54.15",null,"Steel base plates for steel guardrail posts on structures   ","number",310]
{"$rows_empty":20}
["5400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-5600","index":40,"n_rows":95,"n_cols":7,"rows_kept":95}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 5600"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ROAD SIGNS"]
[]
["B56.01",null,"Road sign boards with painted or coloured semi-matt background.  Symbols, lettering and borders in semi-matt black or in Class I retro-reflective material, where the sign board is constructed from:"]
[]
[null,null,"(d) Prepainted galvanized steel profiles (200 mm high chromadek or approved equivalent):"]
[]
[null,null,"(i) Area not exceeding 2,0 m²","m²",25]
[]
[56.02,null,"Extra over payment item B56.01 for using:"]
[]
[null,null,"(a) Background of retro-reflective material:"]
[]
[null,null,"(iii) Class III","m²",25]
[]
[56.03,null,"Road sign supports (overhead road sign structures excluded):"]
[]
[null,null,"(a) Steel tubing complete with base plate (Circular:75mm, square:50mmx50mm, wall thickness: 2mm, glavanised steel base plate: 250mm x 250 mm x 3 mm)","t",0.5]
[]
[null,null,"(b) Steel tubing planted (Circular:75mm, square:50mmx50mm, wall thickness: 2mm)","t",0.5]
[]
[56.05,null,"Excavation and backfilling for road sign supports (not applicable to kilometre posts)","m³",10]
[]
[56.06,null,"Extra over payment item 56.05 for cement-treated soil backfill","m³",10]
[]
["B56.10",null,"Gravel drainage layer below road sign footings","m³",5]
[]
["B56.11",null,"Hazard plates:"]
[]
[null,null,"(b) 600 mm x 150 mm","number",5]
[]
[null,null,"(e) 300 mm x 600 mm","number",10]
[]
[null,null,"(f) 3 600 mm x 600 mm","number",5]
[]
["B56.12",null,"Dismantling and disposal of road signs:"]
[]
[null,null,"(a) Hazard marker signs","number",5]
[]
["5600",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(b) Single post signs (other 'R' and 'W' signs)","number",5]
[]
[null,null,"(c) Multiple post ground-mounted signs","number",5]
[]
["B56.13",null,"Collapsible edge marker posts ","number",20]
{"$rows_empty":41}
["5600",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-5700","index":41,"n_rows":111,"n_cols":7,"rows_kept":111}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 5700"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ROAD MARKINGS"]
[]
["B57.01",null,"Road-marking paint:"]
[]
[null,null,"(g) Kerb markings (any colour)","m²",450]
[]
[57.02,null,"Retro-reflective road-marking paint:"]
[]
[null,null,"(a) White lines (broken or unbroken):"]
[]
[null,null,"(i) 100 mm wide","km",2]
[]
[null,null,"(ii) 150 mm wide","km",1]
[]
[null,null,"(iii) 200 mm wide","km",1]
[]
[null,null,"(b) Yellow lines (broken or unbroken):"]
[]
[null,null,"(ii) 150 mm wide","km",0.1]
[]
[null,null,"(d) White lettering and symbols","m²",100]
[]
[null,null,"(e) Yellow lettering and symbols","m²",20]
[]
[null,null,"(f) Transverse lines, painted island and arrestor bed markings (any colour)","m²",400]
[]
["B57.03",null,"Thermoplastic road-marking paint","km"]
[]
[null,null,"(a) White lines (broken or unbroken):"]
[]
[null,null,"(i) 100 mm wide","km",2]
[]
[null,null,"(ii) 150 mm wide","km",1]
[]
[null,null,"(iii) 200 mm wide","km",1]
[]
[null,null,"(b) Yellow lines (broken or unbroken):"]
[]
[null,null,"(i) 150 mm wide","km",0.1]
[]
[null,null,"(c) Kerb markings (any colour)","m²",440]
[]
[57.04,null,"Variations in rate of application:"]
[]
[null,null,"(a) White paint","litre",130]
[]
[null,null,"(b) Yellow paint","litre",3]
[]
["B57.05",null,"Roadstuds:"]
[]
[]
[]
[]
[]
["5700",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(a) PFG Armourlight, Stimsonite, Lynkor or approved equivalent:"]
[]
[null,null,"(ii) Bi-directional, amber/red","number",16]
[]
[null,null,"(v) Bi-directional, red/red","number",105]
[]
["B57.06",null,"Setting out and premarking the lines (excluding traffic-island markings, lettering and symbols)","km",3]
[]
["B57.07",null,"Re-establishing the painting unit within 30 days before the Defects Date","number",1]
[]
["B57.10",null,"Cold plastic road-marking material:"]
[]
[null,null,"(a) White lettering and symbols","m²",100]
[]
[null,null,"(b) Yellow lettering and symbols","m²",10]
[]
[null,null,"(c) Transverse lines, painted island and arrestor bed markings (any colour)","m²",400]
{"$rows_empty":29}
["5700",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-5800","index":42,"n_rows":61,"n_cols":7,"rows_kept":61}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 5800"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"LANDSCAPING AND PLANTING PLANTS"]
[]
[58.01,null,"Trimming:"]
[]
[null,null,"(b) Hand trimming","m²",5000]
[]
[58.04,null,"Grassing:"]
[]
[null,null,"(c) Hydroseeding:"]
[]
[null,null,"(iii) Hydroseeding","ha",0.5]
{"$rows_empty":45}
["5800",null,"TOTAL CARRIED TO SUMMARY PAGE ",{"$nulls":3},{"$f":"SUBTOTAL(9,$G$5:$G$60)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"VT-5900","index":43,"n_rows":54,"n_cols":7,"rows_kept":54}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",{"$nulls":5},"SECTION 5900"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
["B59.01",null,"Finishing the road and road reserve:"]
[]
[null,null,"(b) Single carriageway road"]
[]
[null,null,"(i) Roads with concrete surfacing","km",1]
{"$rows_empty":42}
["5900",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-6100","index":44,"n_rows":70,"n_cols":7,"rows_kept":70}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 6100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FOUNDATIONS FOR STRUCTURES"]
[]
[61.03,null,"Access and drainage:"]
[]
[null,null,"(a) Access","Lump Sum",1]
{"$rows_empty":47}
["6100",null,"TOTAL CARRIED TO SUMMARY PAGE "]
[]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]
[{"$nulls":5},""," "]

{"sheet":"VT-7100","index":45,"n_rows":124,"n_cols":7,"rows_kept":124}
["SCHEDULE C : ROAD CONSTRUCTION - VENTURA ROAD",null,null,"\n",null,null,"SECTION 7100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CONCRETE PAVEMENTS"]
[]
["B71.02",null,"Concrete pavement excluding texturing and curing:"]
[]
[null,null,"(a) Jointed unreinforced concrete pavement (PJCP) (minimum flexural strength of 5.2 MPa):"]
[]
[null,null,"(i) 300 mm thick","m²",12550]
[]
[null,null,"(b) Lean mix concrete pavement (LMC) (minimum compressive strength of 15 MPa):"]
[]
[null,null,"(i) 100 mm thick","m²",12550]
[]
[null,null,"(c) Jointed unreinforced concrete pavement (PJCP) (minmum compressive strength of 30 MPa):"]
[]
[null,null,"(i) 100 mm thick ","m²",1450]
[]
[71.03,null,"Extra over payment item 71.02 for concrete pavement requiring hand placing"]
[]
[null,null,"(a) Jointed unreinforced concrete pavement (PJCP) (minimum flexural strength of 5.2 MPa), 300mm thick in road pavements","m²",12550]
[]
[null,null,"(b) Lean mix concrete pavement (LMC) (minimum compressive strength of 15 MPa), 100mm thick as suubase in road pavements","m²",12550]
[]
[null,null,"(c) Jointed unreinforced concrete pavement (PJCP) (minmum compressive strength of 30 MPa), 100mm thick in sidewalks","m²",1450]
[]
["B71.04",null,"Texturing and curing the concrete pavement:"]
[]
[null,null,"(a) Broom texture (PJCP road pavements)","m²",12550]
[]
[null,null,"(b) Bull float finish (LMC subbase)","m²",12550]
[]
[null,null,"(c) Wood float (PJCP sidewalks)","m²",1450]
[]
[null,null,"(d) Curing with white-pigemented solvent resin-based curing compound and movable frame cover ","m²",14000]
[]
[]
[]
[]
["7100",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(e) Curing with emulsion wax curing compound and movable frame cover","m²",12550]
[]
["B71.05",null,"Variation in the rate of application of the curing compounds"]
[]
[null,null,"(a) White pigmented solvent resin based curing compound","litre",1000]
[]
[null,null,"(b) Wax based emulsion compound","litre",628]
[]
["B71.06",null,"Joints:"]
[]
[null,null,"(b) Longitudinal hinge joints:"]
[]
[null,null,"(i) Sealed hinge joints, Joint B1 and Joint C, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",1300]
[]
[null,null,"(ii) Unsealed hinge joints, Joint B2, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",600]
[]
[null,null,"(c) Sealed transverse contraction joints sawn in two separate operations, Joint A1, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",1900]
[]
[null,null,"(d) Unsealed transverse contraction joints, Joint A3, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",3150]
[]
[null,null,"(d) Diamond dowels with pocket formers (mild steel), 20 mm x 114 mm x 114 mm:"]
[]
[null,null,"(i) Installed in new concrete","number",500]
[]
[null,null,"(e) Tie-bars:"]
[]
[null,null,"(i) 20 mm diameter, 900 mm long installed in new PJCP","number",2250]
[]
[null,null,"(g) Forming and sealing the joints between asphalt and concrete pavements, Joint F, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",50]
[]
[]
[]
[]
["7100",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(i) Plain isolation joint, Joint D, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",1350]
[]
[null,null,"(j) Armoured Isolation joint, Joint E, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",50]
[]
[null,null,"(k) Forming and sealing diamond dowel joints, Joint A2, as shown on the drawing (1006614-DRG-12-VT-CC-D002)","m",250]
[]
[71.07,null,"Drilling and testing of cores:"]
[]
[null,null,"(a) 100 mm cores drilled from the pavement","number",100]
[]
[null,null,"(b) 150 mm cores drilled from the pavement and tested for compressive strength","number",100]
[]
[71.08,null,"Steel reinforcement in concrete pavement:"]
[]
[null,null,"(c) Welded steel fabric:"]
[]
[null,null,"(i) Mesh ref 617","kg",10950]
[]
[null,null,"(ii) Mesh ref 500","kg",8850]
[]
[null,null,"(iii) Mesh ref 193","kg",600]
[]
[71.09,null,"Removing existing concrete in rehabilitation work:"]
[]
[null,null,"(a) Concrete without reinforcement","m³",1]
[]
[null,null,"(b) Reinforced concrete","m³",1]
[]
["71.10",null,"Sawing existing concrete in rehabilitation work","m²",150]
[]
["B71.22",null,"Rail level crossing"]
[]
[null,null,"(a) Precast concrete level crossing blocks as per drawing (1006614-DRG-00-VT-CC-D001)","m",150]
[]
[null,null,"(b) Level crossing across a concrete road surface ","m",1]
[]
[]
[]
[]
["7100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-Summary","index":46,"n_rows":24,"n_cols":2,"rows_kept":24}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE C : VENTURA ROAD CONSTRUCTION"]
[]
["1700","CLEARING AND GRUBBING"]
["2100","DRAINS"]
["2200","PREFABRICATED CULVERTS"]
["2300","CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
["3300","MASS EARTHWORKS"]
["3400","PAVEMENT LAYERS OF GRAVEL MATERIAL"]
["3800","BREAKING UP EXISTING PAVEMENT LAYERS"]
["4200","ASPHALT BASE AND SURFACING"]
["5100","PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
["5200","GABIONS"]
["5400","GUARDRAILS"]
["5600","ROAD SIGNS"]
["5700","ROAD MARKINGS"]
["5800","LANDSCAPING AND PLANTING PLANTS"]
["5900","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["6100","FOUNDATIONS FOR STRUCTURES"]
["7100","CONCRETE PAVEMENTS"]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY PAGE"]

{"sheet":"UR-1700","index":47,"n_rows":48,"n_cols":7,"rows_kept":48}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 1700"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CLEARING AND GRUBBING"]
[]
["B17.01",null,"Clearing and grubbing","ha",2]
[]
[17.02,null,"Removal and grubbing of large trees and tree stumps:"]
[]
[null,null,"(a) Girth exceeding 1,0 m up to and including 2,0 m","number",5]
[]
[17.04,null,"Clearing and grubbing at inlets and outlets of hydraulic structures","m²",110]
[]
["B17.05",null,"Cleaning out of hydraulic structures:"]
[]
[null,null,"(a) Pipes with an internal diameter up to and including 750 mm","m³",110]
[]
["B17.07",null,"Removal of topsoil and unsuitable material and temporary stockpiling or spoiling thereof:"]
[]
[null,null,"(b) Topsoil in temporary stockpiles after loading material into trucks including 1,0 km free-haul","m³",10]
[]
[null,null,"(c) Unsuitable material to be spoiled including 1,0 km free-haul","m³",20]
[]
["17/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",15000]
{"$rows_empty":22}
["1700",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-2100","index":48,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 2100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"DRAINS"]
[]
[21.01,null,"Excavation for open drains:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",75]
{"$rows_empty":44}
["2100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-2200","index":49,"n_rows":90,"n_cols":7,"rows_kept":90}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 2200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PREFABRICATED CULVERTS"]
[]
["B22.01",null,"Excavation:"]
[]
[null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,null,"(i) 0 m up to 1,5 m","m³",500]
[]
[null,null,"(ii) Exceeding 1,5 m and up to 3,0 m","m³",40]
[]
[null,null,"(b) Extra over subitem B22.01(a) for excavation in hard material, irrespective of depth","m³",55]
[]
[null,null,"(c) Extra over subitem B22.01(a) for excavation by hand","m³",486]
[]
["B22.02",null,"Backfilling:"]
[]
[null,null,"(b) Using imported selected material","m³",410]
[]
["B22.03",null,"Concrete pipe culverts:"]
[]
[null,null,"(b) On Class B bedding:"]
[]
[null,null,"(i) Type SC 100 D-load pipes with ogee joints:"]
[]
[null,null,"(4)  600 mm dia","m",160]
[]
[null,null,"(4)  900 mm dia","m",50]
[]
["B22.07",null,"Cast in situ concrete and formwork:"]
[]
[null,null,"(c) In inlet and outlet structures, skewed ends, catchpits, manholes, thrust and anchor blocks, excluding formwork but including Class U2 surface finish:"]
[]
[null,null,"(i) Class 30/20 concrete","m³",10]
[]
["22.10",null,"Steel reinforcement:"]
[]
[null,null,"(c) Welded steel fabric","kg",60]
[]
[22.17,null,"Manholes, catchpits, precast inlet and outlet structures complete:"]
[]
[]
[]
[]
[]
["2200",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(a) Manholes:"]
[]
[null,null,"(ii) TYPE D","number",3]
[]
[null,null,"(d) Extra over or less than subitem 22.17(a) for variations in the depths of manholes from the standard depth of 1.5m designated for tendering purposes:"]
[]
[null,null,"(ii) Type D","m",2]
[]
[null,null,"(e) Extra over or less than subitem 22.17(b) for variations in the depths of catchpits from the standard depth of 1.0m designated for tendering purposes:"]
[]
[null,null,"(i) Double Splay, Single Inlet type \"D\"","m",3]
[]
["22.20",null,"Benching","m²",15]
[]
[22.21,null,"Accessories:"]
[]
[null,null,"(a) Manhole covers including frames, SANS 558 Type 2","number",3]
[]
[null,null,"(b) Inlet grids including frames:"]
[]
[null,null,"(i) 816 mm x 620 mm as shown on the drawings","number",3]
[]
[null,null,"(d) Prefabricated reinforced class 20/19 concrete blocks in outlet structures, 150 mm x 150 mm x 300 mm, complete as shown on the drawings","number",15]
[]
["B22.31",null,"Breaking into existing stormwater pipes of the following sizes to construct new drainage structures:"]
[]
[null,null,"(b) 375 mm dia","number",1]
{"$rows_empty":9}
["2200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-2300","index":50,"n_rows":90,"n_cols":7,"rows_kept":90}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 2300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
["B23.01",null,"Concrete kerbing, including joints:"]
[]
[null,null,"(c) 300 mm x 220 mm cast in situ class 35/19 concrete kerb, as shown on drawing 1006614-DRG-08-UR-CC-D004","m",3000]
[]
[23.03,null,"Concrete chutes (typical designs):"]
[]
[null,null,"(a) Prefabricated class 20/19 concrete chutes down side slopes, complete as shown on the drawings","m",50]
[]
[23.05,null,"Inlet, outlet, transition and similar structures (typical designs):"]
[]
[null,null,"(a) Inlet structures, for chutes down side slopes, class 20/19 concrete, complete as shown on the drawings","number",5]
[]
[null,null,"(b) Outlet structures for chutes down side slopes, complete with prefabricated reinforced-concrete blocks, class 20/19 concrete, complete as shown on the drawings","number",5]
[]
["B23.07",null,"Trimming of excavations for concrete-lined open drains:"]
[]
[null,null,"(a) In soft material","m²",350]
[]
[23.08,null,"Concrete lining for open drains:"]
[]
[null,null,"(a) Cast in situ class 25 / 19 concrete lining in Trapezoidal / Rectangular drains","m³",50]
[]
[null,null,"(b) Class U2 surface finish to cast in situ concrete in Trapezoidal / Rectangular drains","m²",350]
[]
[23.09,null,"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",60]
[]
[null,null,"(c) To ends of slabs","m²",120]
[]
[]
[]
["2300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[23.1,null,"Sealed joints in concrete linings of open drains with bitumen impregnated softboard and polysulphide seal, complete as shown on the drawings","m",115]
[]
[23.12,null,"Steel reinforcement:"]
[]
[null,null,"(b) High-tensile steel bars","t",9]
[]
[null,null,"(c) Welded steel fabric","kg",1400]
{"$rows_empty":39}
["2300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-3300","index":51,"n_rows":130,"n_cols":7,"rows_kept":130}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 3300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"MASS EARTHWORKS"]
[]
["B33.01",null,"Cut and borrow to fill, including free-haul up to 1.0 km:"]
[]
[null,null,"(a) Material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",1300]
[]
[33.03,null,"Extra over payment item B33.01 for excavation of material in:"]
[]
[null,null,"(b) Hard excavation","m³",50]
[]
["B33.04",null,"Cut to spoil, including free-haul up to 1,0 km. Material obtained from:"]
[]
[null,null,"(a) Soft excavation","m³",7800]
[]
[null,null,"(c) Hard excavation","m³",50]
[]
[33.06,null,"Variations in the number of roller passes (applicable to subitems B33.01(a)(iii) and B33.01(b)(iii) and payment item 33.11):"]
[]
[null,null,"(a) Vibratory rollers","m²-pass",450]
[]
[null,null,"(c) Grid rollers","m²-pass",450]
[]
[null,null,"(f) Pneumatic-tyred rollers","m²-pass",450]
[]
["B33.07",null,"Removal of unsuitable material (including free-haul of 1.0 km):"]
[]
[null,null,"(a) In layer thicknesses of 200 mm and less:"]
[]
[null,null,"(i) Stable material","m³",700]
[]
[null,null,"(ii) Unstable material","m³",70]
[]
[null,null,"(iii) Contaminated (hazardous) material","m³",700]
[]
["B33.09",null,"Material temporarily removed and placed in a windrow","m³",650]
[]
["33.10",null,"Roadbed preparation and the compaction of material:"]
[]
[]
[]
["3300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(b) Compacted to 93% of modified AASHTO density","m³",2400]
[]
[33.13,null,"Finishing-off cut and fill slopes, medians and interchange areas:"]
[]
[null,null,"(a) Cut slopes","m²",5300]
[]
[null,null,"(b) Fill slopes","m²",11000]
[]
["B33.16",null,"Widening of fills as specified in subclause B3307(i) extra over:"]
[]
[null,null,"(a) Subitem B33.01(a)","m³",150]
[]
["B33.20",null,"Fill constructed with material obtained from commercial sources or sources provided by the Contractor, including all haul:"]
[]
[null,null,"(a) Gravel material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",1600]
[]
[null,null,"(c) Rock fill (as specified in subclause 3209(c))","m³",50]
[]
[null,null,"(e) Pioneer layer (as specified in subclause B3307(c))","m³",150]
[]
["B33.21",null,"Fill constructed with material from designated stockpiles or directly from existing pavement layers and existing road prisms, irrespective of material type, including all haul:"]
[]
[null,null,"(a) Gravel material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",1300]
[]
["B33.22",null,"Geotextile:"]
[]
[null,null,"(a) Composite reinforced separation layer","m²",200]
[]
[]
["3300",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"OVERHAUL\n(Section 1600)"]
[]
["33/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",13000]
[]
[null,null,"SELECTION, STOCKPILING AND BREAKING-DOWN THE MATERIAL FROM BORROW PITS, CUTTINGS AND EXISTING PAVEMENT LAYERS, AND PLACING AND COMPACTING THE GRAVEL LAYERS\n(Section 3200)"]
[]
["33/32.06",null,"Stockpiling of material  ","m³",1300]
{"$rows_empty":33}
["3300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-3400","index":52,"n_rows":126,"n_cols":7,"rows_kept":126}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD","Item no",null,"\n",null,null,"SECTION 3400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
["B34.03",null,"Pavement layers constructed from gravel obtained from existing pavement layers:"]
[]
[null,null,"(b) Gravel selected layer compacted to 95% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm","m³",2000]
[]
[null,null,"(l) Gravel shoulder wearing course compacted to 93% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm (Type 1 quality)","m³",150]
[]
["B34.04",null,"In situ reconstruction of existing pavement layers as:"]
[]
[null,null,"(a) Gravel selected layer compacted to 93% of modified AASHTO density, using:"]
[]
[null,null,"(i) Non-cemented material for a compacted layer thickness of 150 mm (G7 quality)","m³",150]
[]
["B34.05",null,"Extra over subitems B34.03(g), B34.04(b) and B34.04(f), for the construction of gravel pavement layers from recovered pavement material mixed with existing bituminous surfacing material","m³",2300]
[]
["B34.06",null,"Extra over payment item B34.04 for adding extra material as specified in subclause 3207(b)(iii):"]
[]
[null,null,"(a) Gravel selected layer","m³",150]
[]
[34.07,null,"Extra over payment item B34.04 for temporarily blading the material to windrow","m³",75]
[]
["34.10",null,"Compacting the floors of pavement excavations (5 roller passes) with:"]
[]
[null,null,"(a) Vibratory rollers","m²",3550]
[]
[null,null,"(c) Grid rollers","m²",3550]
[]
[]
[]
["3400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(d) Flat-wheeled rollers","m²",3550]
[]
[null,null,"(e) Pneumatic-tyred rollers","m²",3550]
[]
[34.11,null,"Watering the pavement excavation floor","kilolitre",40]
[]
["34.12",null,"Variations in the number of roller passes applicable to payment item 34.10:"]
[]
[null,null,"(a) Vibratory rollers","m²-pass",400]
[]
[null,null,"(c) Grid rollers","m²-pass",400]
[]
[null,null,"(d) Flat-wheeled rollers","m²-pass",400]
[]
[null,null,"(e) Pneumatic-tyred rollers","m²-pass",400]
[]
["B34.15",null,"Pavement layers constructed from gravel obtained from commercial sources or approved sources provided by the Contractor, including all haul:"]
[]
[null,null,"(a) Gravel selected layer compacted to:"]
[]
[null,null,"(i) 93% of modified AASHTO density for a compacted layer thickness of 150 mm (G7 quality)","m³",500]
[]
[null,null,"(d) Gravel shoulders compacted to: "]
[]
[null,null,"(i) 93% of modified AASHTO density for a compacted layer thickness of 150 mm (Type 1 quality)","m³",150]
[]
["B34.15",null,"Removal of excess pavement material resulting from the in situ reconstruction of existing pavement layers","m³",150]
[]
[null,null,"OVERHAUL\n(Section 1600)"]
[]
["34/16.02",null,"Overhaul on material hauled in excess of 1,0 km","m³-km",63100]
[]
[]
["3400",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"SELECTION, STOCKPILING AND BREAKING-DOWN THE MATERIAL FROM BORROW PITS, CUTTINGS AND EXISTING PAVEMENT LAYERS, AND PLACING AND COMPACTING THE GRAVEL LAYERS\n(Section 3200)"]
[]
["34/32.06",null,"Stockpiling of material  ","m³",5200]
{"$rows_empty":41}
["3400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-3800","index":53,"n_rows":50,"n_cols":7,"rows_kept":50}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 3800"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"BREAKING UP EXISTING PAVEMENT LAYERS"]
[]
["B38.04",null,"Milling or excavating and moving to stockpile or spoiling material from an existing pavement and/or the underlying fill:"]
[]
[null,null,"(a) Non-cemented material","m³",2550]
[]
[null,null,"(b) Cemented material","m³",1550]
[]
[null,null,"(d) Asphalt","m³",1050]
[]
[38.07,null,"Extra over payment items B38.04 for tapering the milled excavation edges or ends","m³",100]
[]
[38.08,null,"Sawing or cutting asphalt or cemented pavement layers:"]
[]
[null,null,"(a) Sawing asphalt","m²",100]
[]
[null,null,"(c) Sawing cemented layers:"]
[]
[null,null,"(i) Cemented material","m²",100]
[]
["38.10",null,"Preparing stockpile sites","m²",2200]
[]
[38.11,null,"Extra over payment item 38.10 for watering and compacting stockpile sites","m³",350]
{"$rows_empty":22}
["3800",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-4200","index":54,"n_rows":49,"n_cols":7,"rows_kept":49}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 4200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ASPHALT BASE AND SURFACING"]
[]
["B42.04",null,"Tack coat of 30% stable-grade emulsion ","litre",900]
[]
[42.05,null,"Binder variations:"]
[]
[null,null,"(a) PG64E-16","t",20]
[]
["B42.08",null,"100 mm cores in asphalt paving","number",10]
[]
["B42.09",null,"Asphalt surfacing on bridge decks:"]
[]
[null,null,"(g) Proprietary semi-rigid asphalt surfacing comprising specifically graded conventional open-graded asphalt surfacing (20% to 25% voids), the voids of which are filled with a resin modified cementitious grout\n ","t",150]
[]
["B42.21",null,"Rumble strips","Prov Sum",1,{"v":12000,"d":"R12,000.00"}]
[]
["B42.22",null,"Milling of existing asphalt (for a minimum area of 20 m²) including removal to spoil or stockpile, to an average depth of:"]
[]
[null,null,"(a) 20 mm up to and including 50 mm","m³",50]
[]
["42/66.04",null,"Installation of proprietary bridge expansion joints","m",25]
{"$rows_empty":23}
["4200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-5100","index":55,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 5100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
[]
["B51.01",null,"Stone pitching:"]
[]
[null,null,"(b) Grouted stone pitching","m²",50]
{"$rows_empty":46}
["5100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-5200","index":56,"n_rows":50,"n_cols":7,"rows_kept":50}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 5200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"GABIONS"]
[]
[52.01,null,"Foundation trench excavation and backfilling:"]
[]
[null,null,"(a) In solid rock (material which requires blasting)","m³",5]
[]
[null,null,"(b) In all other classes of material","m³",15]
[]
[52.03,null,"Gabions:"]
[]
[null,null,"(a) Galvanized gabion boxes:"]
[]
[null,null,"(i) 1,0 m x 1,0 m x 1,0 m with 80 mm x 100 mm mesh and 2,7 mm dia mesh wire","m³",20]
[]
[null,null,"(c) Galvanized gabion mattresses:"]
[]
[null,null,"(i) 0,3 m deep with 80 mm x 100 mm mesh and diaphragms at 1,0 m centres and 2,7 mm dia mesh wire","m³",5]
[]
[52.04,null,"Filter fabric, Bidim A4 or approved equivalent","m²",25]
[]
["B52.05",null,"Backfilling behind gabion erosion protection walls, including all haul","m³",5]
{"$rows_empty":24}
["5200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-5400","index":57,"n_rows":48,"n_cols":7,"rows_kept":48}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 5400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"GUARDRAILS"]
[]
["B54.01",null,"Guardrails on 3,0 m spaced posts:"]
[]
[null,null,"(a) Complete galvanized system on:"]
[]
[null,null,"(i) Timber posts","m",1000]
[]
[null,null,"(b) Extra over subitem B54.01(a) for the following:"]
[]
[null,null,"(ii) End treatments where single guardrail sections are used (including additional posts)","number",10]
[]
[null,null,"(iv) Bridge adaptors (including extra rail and posts)","number",4]
[]
[54.03,null,"Extra over payment items B54.01, B54.02 and 54.11 for horizontally curved guardrails factory bent to a radius of less than 45 m","m",200]
[]
[54.04,null,"End treatments:"]
[]
[null,null,"(a) End wings","number",60]
[]
[null,null,"(d) End treatments in accordance with the drawings where single guardrail sections are used","number",10]
[]
[54.06,null,"Reflective plates ","number",380]
[]
["B54.07",null,"Removing existing guardrails   ","m",270]
[]
[54.13,null,"Steel base plates for timber guardrail posts on structures  ","number",5]
[]
["B54.14",null,"Nailing of gang nail plates on top of timber guardrail posts","number",200]
{"$rows_empty":14}
["5400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-5600","index":58,"n_rows":96,"n_cols":7,"rows_kept":96}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 5600"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ROAD SIGNS"]
[]
["B56.01",null,"Road sign boards with painted or coloured semi-matt background.  Symbols, lettering and borders in semi-matt black or in Class I retro-reflective material, where the sign board is constructed from:"]
[]
[null,null,"(d) Prepainted galvanized steel profiles (200 mm high chromadek or approved equivalent):"]
[]
[null,null,"(i) Area not exceeding 2,0 m²","m²",25]
[]
[56.02,null,"Extra over payment item B56.01 for using:"]
[]
[null,null,"(a) Background of retro-reflective material:"]
[]
[null,null,"(iii) Class III","m²",25]
[]
[56.03,null,"Road sign supports (overhead road sign structures excluded):"]
[]
[null,null,"(a) Steel tubing complete with base plate (Circular:75mm, square:50mmx50mm, wall thickness: 2mm, glavanised steel base plate: 250mm x 250 mm x 3 mm)","t",0.5]
[]
[null,null,"(b) Steel tubing planted (Circular:75mm, square:50mmx50mm, wall thickness: 2mm)","t",0.5]
[]
[56.05,null,"Excavation and backfilling for road sign supports (not applicable to kilometre posts)","m³",15]
[]
[56.06,null,"Extra over payment item 56.05 for cement-treated soil backfill","m³",10]
[]
["B56.10",null,"Gravel drainage layer below road sign footings","m³",5]
[]
["B56.11",null,"Hazard plates:"]
[]
[null,null,"(b) 600 mm x 150 mm","number",20]
[]
[null,null,"(e) 300 mm x 600 mm","number",10]
[]
[null,null,"(f) 3 600 mm x 600 mm","number",5]
[]
["B56.12",null,"Dismantling and disposal of road signs:"]
[]
[null,null,"(a) Hazard marker signs","number",5]
[]
[]
["5600",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(b) Single post signs (other 'R' and 'W' signs)","number",10]
[]
[null,null,"(c) Multiple post ground-mounted signs","number",5]
[]
["B56.13",null,"Collapsible edge marker posts ","number",65]
{"$rows_empty":41}
["5600",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-5700","index":59,"n_rows":105,"n_cols":7,"rows_kept":105}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 5700"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"ROAD MARKINGS"]
[]
["B57.01",null,"Road-marking paint:"]
[]
[null,null,"(g) Kerb markings (any colour)","m²",200]
[]
[57.02,null,"Retro-reflective road-marking paint:"]
[]
[null,null,"(a) White lines (broken or unbroken):"]
[]
[null,null,"(i) 100 mm wide","km",1]
[]
[null,null,"(ii) 150 mm wide","km",1]
[]
[null,null,"(iii) 200 mm wide","km",1]
[]
[null,null,"(b) Yellow lines (broken or unbroken):"]
[]
[null,null,"(ii) 150 mm wide","km",0.2]
[]
[null,null,"(d) White lettering and symbols","m²",50]
[]
[null,null,"(e) Yellow lettering and symbols","m²",20]
[]
[null,null,"(f) Transverse lines, painted island and arrestor bed markings (any colour)","m²",700]
[]
["B57.03",null,"Thermoplastic road-marking paint","km"]
[]
[null,null,"(a) White lines (broken or unbroken):"]
[]
[null,null,"(i) 100 mm wide","km",1]
[]
[null,null,"(ii) 150 mm wide","km",1]
[]
[null,null,"(iii) 200 mm wide","km",1]
[]
[null,null,"(b) Yellow lines (broken or unbroken):"]
[]
[null,null,"(i) 150 mm wide","km",0.2]
[]
[null,null,"(c) Kerb markings (any colour)","m²",280]
[]
[57.04,null,"Variations in rate of application:"]
[]
[null,null,"(a) White paint","litre",90]
[]
[null,null,"(b) Yellow paint","litre",6]
[]
["B57.05",null,"Roadstuds:"]
[]
[]
["5700",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[]
[null,null,"(a) PFG Armourlight, Stimsonite, Lynkor or approved equivalent:"]
[]
[null,null,"(ii) Bi-directional, amber/red","number",45]
[]
[null,null,"(v) Bi-directional, red/red","number",320]
[]
["B57.06",null,"Setting out and premarking the lines (excluding traffic-island markings, lettering and symbols)","km",3]
[]
["B57.07",null,"Re-establishing the painting unit within 30 days before the Defects Date","number",1]
[]
[57.09,null,"Removal of existing roadstuds ","number",40]
[]
["B57.10",null,"Cold plastic road-marking material:"]
[]
[null,null,"(a) White lettering and symbols","m²",40]
[]
[null,null,"(b) Yellow lettering and symbols","m²",11]
[]
[null,null,"(c) Transverse lines, painted island and arrestor bed markings (any colour)","m²",700]
{"$rows_empty":24}
["5700",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-5800","index":60,"n_rows":61,"n_cols":7,"rows_kept":61}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 5800"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"LANDSCAPING AND PLANTING PLANTS"]
[]
[58.01,null,"Trimming:"]
[]
[null,null,"(b) Hand trimming","m²",1000]
[]
[58.04,null,"Grassing:"]
[]
[null,null,"(c) Hydroseeding:"]
[]
[null,null,"(iii) Hydroseeding","ha",0.1]
{"$rows_empty":45}
["5800",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-5900","index":61,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",{"$nulls":5},"SECTION 5900"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
["B59.01",null,"Finishing the road and road reserve:"]
[]
[null,null,"(b) Single carriageway road"]
[]
[null,null,"(i) Roads with concrete surfacing","km",2]
{"$rows_empty":44}
["5900",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-6100","index":62,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 6100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FOUNDATIONS FOR STRUCTURES"]
[]
["B61.02",null,"Excavation:"]
[]
[null,null,"(a) Excavating soft material situated within the following successive depth ranges:"]
[]
[null,"-0-0-1-1","(i) 0 m up to 2,0 m","m³",30]
[]
[null,null,"(c) Extra over subitem B61.02(a) for additional excavation required by the Engineer after the excavation has been completed","m³",6]
[]
[61.03,null,"Access and drainage:"]
[]
[null,"-0-1-0-1","(a) Access","Lump Sum",1]
[]
["B61.04",null,"Backfill to excavations utilising: "]
[]
[null,"-0-2-0-2","(b) Imported material","m³",70]
[]
[61.05,null,"Fill within a restricted area (extra over payment item B33.01)","m³",7]
[]
[61.08,null,"Foundation fill consisting of:"]
[]
[null,"-0-6-0-4","(d) Mass concrete, class 15/38","m³",4]
{"$rows_empty":25}
["6100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-6200","index":63,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 6200"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"FALSEWORK, FORMWORK AND CONCRETE FINISH"]
[]
[62.02,null,"Vertical formwork to provide:"]
[]
[null,null,"(a) Class F1 surface finish to:"]
[]
[null,null,"(iv) Retaining Walls","m²",250]
{"$rows_empty":44}
["6200",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-6300","index":64,"n_rows":57,"n_cols":7,"rows_kept":57}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 6300"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"STEEL REINFORCEMENT FOR STRUCTURES"]
[]
[63.01,null,"Steel reinforcement for:"]
[]
[null,null,"(d) Retaining Walls"]
[]
[null,null,"(i) Mild-steel bars","t",1]
[]
[null,null,"(ii) High-yield-stress-steel hot-rolled bars","t",5]
{"$rows_empty":43}
["6300",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-6400","index":65,"n_rows":57,"n_cols":7,"rows_kept":57}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 6400"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,{"v":100,"d":"100.00"},"CONCRETE FOR STRUCTURE"]
[]
["B64.01",null,"Cast in situ concrete:"]
[]
[null,null,"(a) Class 35/19 in:"]
[]
[null,null,"(iv) Retaining Walls","m³",50]
[]
["B64.07",null,"Curing of concrete:"]
[]
[null,null,"(a) Retaining wall including foundation","m²",220]
[]
["B64.08",null,"Hot weather concreting","Lump Sum",1]
{"$rows_empty":39}
["6400",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-7100","index":66,"n_rows":124,"n_cols":7,"rows_kept":124}
["SCHEDULE D : ROAD CONSTRUCTION - URANIA ROAD",null,null,"\n",null,null,"SECTION 7100"]
[]
["ITEM NO","Item no","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"CONCRETE PAVEMENTS"]
[]
["B71.02",null,"Concrete pavement excluding texturing and curing:"]
[]
[null,null,"(a) Jointed unreinforced concrete pavement (PJCP) (minimum flexural strength of 5.2 MPa):"]
[]
[null,null,"(i) 300 mm thick","m²",15800]
[]
[null,null,"(b) Lean mix concrete pavement (LMC) (minimum compressive strength of 15 MPa):"]
[]
[null,null,"(i) 100 mm thick","m²",15800]
[]
[null,null,"(c) Jointed unreinforced concrete pavement (PJCP) (minmum compressive strength of 30 MPa):"]
[]
[null,null,"(i) 100 mm thick ","m²",2600]
[]
[71.03,null,"Extra over payment item 71.02 for concrete pavement requiring hand placing"]
[]
[null,null,"(a) Jointed unreinforced concrete pavement (PJCP) (minimum flexural strength of 5.2 MPa), 300mm thick in road pavements","m²",15800]
[]
[null,null,"(b) Lean mix concrete pavement (LMC) (minimum compressive strength of 15 MPa), 100mm thick as suubase in road pavements","m²",15800]
[]
[null,null,"(c) Jointed unreinforced concrete pavement (PJCP) (minmum compressive strength of 30 MPa), 100mm thick in sidewalks","m²",2600]
[]
["B71.04",null,"Texturing and curing the concrete pavement:"]
[]
[null,null,"(a) Broom texture (PJCP road pavements)","m²",15800]
[]
[null,null,"(b) Bull float finish (LMC subbase)","m²",15800]
[]
[null,null,"(c) Wood float (PJCP sidewalks)","m²",2600]
[]
[null,null,"(d) Curing with white-pigemented solvent resin-based curing compound and movable frame cover ","m²",18400]
[]
[]
[]
[]
["7100",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(e) Curing with emulsion wax curing compound and movable frame cover","m²",15800]
[]
["B71.05",null,"Variation in the rate of application of the curing compounds"]
[]
[null,null,"(a) White pigmented solvent resin based curing compound","litre",1300]
[]
[null,null,"(b) Wax based emulsion compound","litre",790]
[]
["B71.06",null,"Joints:"]
[]
[null,null,"(b) Longitudinal hinge joints:"]
[]
[null,null,"(i) Sealed hinge joints, Joint B1 and Joint C, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",3600]
[]
[null,null,"(ii) Unsealed hinge joints, Joint B2, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",350]
[]
[null,null,"(c) Sealed transverse contraction joints sawn in two separate operations, Joint A1, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",2850]
[]
[null,null,"(d) Unsealed transverse contraction joints, Joint A3, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",3250]
[]
[null,null,"(d) Diamond dowels with pocket formers (mild steel), 20 mm x 114 mm x 114 mm:"]
[]
[null,null,"(i) Installed in new concrete","number",750]
[]
[null,null,"(e) Tie-bars:"]
[]
[null,null,"(i) 20 mm diameter, 900 mm long installed in new PJCP","number",7300]
[]
[null,null,"(g) Forming and sealing the joints between asphalt and concrete pavements, Joint F, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",100]
[]
[]
[]
[]
["7100",null,"CARRIED FORWARD"]
[]
[]
[null,null,"BROUGHT FORWARD"]
[]
[null,null,"(i) Plain isolation joint, Joint D, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",1300]
[]
[null,null,"(j) Armoured Isolation joint, Joint E, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",200]
[]
[null,null,"(k) Forming and sealing diamond dowel joints, Joint A2, as shown on the drawing (1006614-DRG-12-UR-CC-D002)","m",350]
[]
[71.07,null,"Drilling and testing of cores:"]
[]
[null,null,"(a) 100 mm cores drilled from the pavement","number",100]
[]
[null,null,"(b) 150 mm cores drilled from the pavement and tested for compressive strength","number",100]
[]
[71.08,null,"Steel reinforcement in concrete pavement:"]
[]
[null,null,"(c) Welded steel fabric:"]
[]
[null,null,"(i) Mesh ref 617","kg",11450]
[]
[null,null,"(ii) Mesh ref 500","kg",9300]
[]
[null,null,"(iii) Mesh ref 193","kg",1100]
[]
[71.09,null,"Removing existing concrete in rehabilitation work:"]
[]
[null,null,"(a) Concrete without reinforcement","m³",2]
[]
[null,null,"(b) Reinforced concrete","m³",2]
[]
["71.10",null,"Sawing existing concrete in rehabilitation work","m²",2]
[]
["B71.22",null,"Rail level crossing"]
[]
[null,null,"(a) Precast concrete level crossing blocks as per drawing (1006614-DRG-00-UR-CC-D001)","m",70]
[]
[null,null,"(b) Level crossing across a concrete road surface ","m",1]
[]
[]
[]
[]
["7100",null,"TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-Summary","index":67,"n_rows":27,"n_cols":2,"rows_kept":27}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE D : ROAD CONSTRUCTION : URANIA ROAD"]
[]
["1700","CLEARING AND GRUBBING"]
["2100","DRAINS"]
["2200","PREFABRICATED CULVERTS"]
["2300","CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
["3300","MASS EARTHWORKS"]
["3400","PAVEMENT LAYERS OF GRAVEL MATERIAL"]
["3800","BREAKING UP EXISTING PAVEMENT LAYERS"]
["4200","ASPHALT BASE AND SURFACING"]
["5100","PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
["5200","GABIONS"]
["5400","GUARDRAILS"]
["5600","ROAD SIGNS"]
["5700","ROAD MARKINGS"]
["5800","LANDSCAPING AND PLANTING PLANTS"]
["5900","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
["6100","FOUNDATIONS FOR STRUCTURES"]
["6200","FALSEWORK, FORMWORK AND CONCRETE FINISH"]
["6300","STEEL REINFORCEMENT FOR STRUCTURES"]
["6400","CONCRETE FOR STRUCTURE"]
["7100","CONCRETE PAVEMENTS"]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY PAGE"]

{"sheet":"NW-SANS1200C","index":68,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE E",{"$nulls":5},"SANS 1200 C "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,1,"SANS 1200 C "]
[]
["SANS 1200C","1.1","SITE CLEARANCE"]
[]
["8.2.4","1.1.1","Reclear surfaces (only on instructions from the Engineer):"]
[]
[null,"1.1.1.1","Areas","ha",5]
[]
["8.2.5","1.1.2","Take down existing fences","km",0.05]
[]
["8.2.7","1.1.3","Dismantle and remove:"]
[]
[null,"1.1.3.1","Pipelines:"]
[]
[null,"1.1.3.1.1","Up to 500 mm dia          ","m",850]
[]
["8.2.8","1.1.4","Demolish and remove structures/ buildings:"]
[]
[null,"1.1.4.1","22 m² Canopy ","No.",3]
{"$rows_empty":32}
["BILL 1","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-SANS-1200D","index":69,"n_rows":55,"n_cols":7,"rows_kept":55}
["SCHEDULE E",{"$nulls":5},"SANS 1200 D "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,2,"SANS 1200 D "]
[]
["SANS 1200D","2.1","EARTHWORKS"]
[]
["PSD 8.3.8","2.1.1","Existing services:"]
[]
[null,"2.1.1.1","Hand excavation for locating and exposing existing services:"]
[]
[null,"2.1.1.1.1","In roadways       ","m³",900]
[]
[null,"2.1.1.1.2","In all other areas","m³",500]
[]
["PSD 8.3.15","2.1.2","Extra over items 2.1.1.1.2 and 2.1.1.1 for disposing of spoil material on a site provided by the Contractor","m³",1600]
{"$rows_empty":37}
["BILL 2","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-SANS-1200DB","index":70,"n_rows":146,"n_cols":7,"rows_kept":146}
["SCHEDULE E",{"$nulls":5},"SANS 1200 DB"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,3,"SANS 1200 DB"]
[]
["SANS 1200DB","3.1","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR WATER PIPES"]
[]
["PSDB 8.3.2","3.1.1","Excavate in all materials for trenches, backfill, compact and dispose of surplus material:"]
[]
[null,"3.1.1.1","uPVC Pipes up to 125 mm dia for depths:"]
[]
[null,"3.1.1.1.1","Over 1,0 m up to 2,0 m    ","m",10]
[]
[null,"3.1.1.2","uPVC Pipes over 125 mm dia up to 400 mm dia for depths:"]
[]
[null,"3.1.1.2.1","Over 1,0 m up to 2,0 m    ","m",1250]
[]
["PSDB 8.3.2","3.1.2","Extra over item 3.1.1 above for:"]
[]
[null,"3.1.2.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.1.2.1.1","Soft material","m³",1650]
[]
[null,"3.1.2.1.2","Intermediate material","m³",850]
[]
[null,"3.1.2.1.3","Hard material","m³",500]
[]
[null,"3.1.2.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",350]
[]
[null,"3.1.2.3","Soilcrete backfill where directed by the Engineer ","m³",350]
[]
["8.3.4","3.1.3","Particular items:"]
[]
[null,"3.1.3.1","Shore trench over 1,5 m    ","m",1500]
[]
[null,"3.1.3.2","Temporary Works: Control water inflow "]
[]
[null,"3.1.3.2.1","Provide equipment  ","sum",1]
[]
[null,"3.1.3.2.2","Operate and maintain","days",10]
[]
[null,"3.1.3.2.3","Remove equipment","sum",1]
[]
["SANS 1200DB","3.2","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR SEWER PIPES"]
[]
[]
[]
[]
["BILL 3","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
[]
["PSDB 8.3.2","3.2.1","Excavate in all materials for trenches, backfill, compact and dispose of surplus material:"]
[]
[null,"3.2.1.1","Pipes up to 125 mm dia for depths:"]
[]
[null,"3.2.1.1.1","Up to 1,0 m   ","m",250]
[]
[null,"3.2.1.1.2","Over 1,0 m up to 2,0 m    ","m",200]
[]
[null,"3.2.1.1.3","Over 2,0 m up to 3,0 m    ","m",15]
[]
[null,"3.2.1.2","Pipes over 125 mm dia up to 400 mm dia for depths:"]
[]
[null,"3.2.1.2.1","Over 2,0 m up to 3,0 m    ","m",10]
[]
["PSDB 8.3.2","3.2.2","Extra over item 3.2.1 above for:"]
[]
[null,"3.2.2.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.2.2.1.1","Soft material","m³",450]
[]
[null,"3.2.2.1.2","Intermediate material","m³",250]
[]
[null,"3.2.2.1.3","Hard material","m³",150]
[]
[null,"3.2.2.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",150]
[]
[null,"3.2.2.3","Soilcrete backfill where directed by the Engineer ","m³",150]
[]
["8.3.4","3.2.3","Particular items:"]
[]
[null,"3.2.3.1","Shore trench over 1,5 m    ","m",250]
[]
["SANS 1200DB","3.3","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR DUCTS"]
[]
["PSDB 8.3.2","3.3.1","Extra over item 3.3.1 above for:"]
[]
[null,"3.3.1.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.3.1.1.1","Soft material","m³",1500]
[]
[]
[]
[]
["BILL 3","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
[]
[null,"3.3.1.1.2","Intermediate material","m³",750]
[]
[null,"3.3.1.1.3","Hard material","m³",450]
[]
[null,"3.3.1.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",250]
[]
[null,"3.3.1.3","Soilcrete backfill where directed by the Engineer ","m³",250]
[]
["SANS 1200DB","3.4","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR SUBSURFACE DRAINS"]
[]
["PSDB 8.3.8","3.4.1","Removal of existing pipes:"]
[]
[null,"3.4.1.1","Excavate in all materials to 300 mm above the pipelines:"]
[]
[null,"3.4.1.1.1","300 mm dia        ","m³",1050]
[]
[null,"3.4.1.1.2","200 mm dia     ","m³",200]
[]
[null,"3.4.1.1.3","160 mm dia     ","m³",100]
{"$rows_empty":22}
["BILL 3","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-SANS-1200L","index":71,"n_rows":146,"n_cols":7,"rows_kept":146}
["SCHEDULE E",{"$nulls":5},"SANS 1200 L "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,4,"SANS 1200 L "]
[]
["SANS 1200L","4.1","MEDIUM-PRESSURE PIPELINES"]
[]
["8.2.1","4.1.1","Supply, lay and bed pipes on class B bedding, complete with couplings:"]
[]
[null,"4.1.1.1","uPVC class 16 pipes:"]
[]
[null,"4.1.1.1.1","160 mm dia ","m",100]
[]
[null,"4.1.1.1.2","200 mm dia ","m",60]
[]
[null,"4.1.1.1.3","300 mm dia ","m",350]
[]
[null,"4.1.1.2","Grade B steel, t = 6 mm. Coated with heavy duty fusion bonded epoxy. "]
[]
[null,"4.1.1.2.1","300 mm dia ","m",400]
[]
["8.2.2","4.1.2","Extra over items 4.1.1 to 4.1.2 for the supplying, laying, and bedding of uPVC specials complete with couplings:"]
[]
[null,"4.1.2.1","45° bends:"]
[]
[null,"4.1.2.1.1","200 mm dia","number",5]
[]
[null,"4.1.2.2","90° bends:"]
[]
[null,"4.1.2.2.1","200 mm dia","number",5]
[]
[null,"4.1.2.2.2","300 mm dia","number",5]
[]
[null,"4.1.2.3","22.5° bends:"]
[]
[null,"4.1.2.3.1","200 mm dia","number",5]
[]
[null,"4.1.2.4","Tees:"]
[]
[null,"4.1.2.4.1","160 mm dia x 160 mm dia ","number",5]
[]
[null,"4.1.2.4.2","300 mm dia x 300 mm dia ","number",5]
[]
[null,"4.1.2.5","Reducers:"]
[]
[null,"4.1.2.5.1","200 mm dia x 160 mm dia ","number",5]
[]
[null,"4.1.2.5.2","300 mm dia x 160 mm dia ","number",5]
[]
[]
[]
["BILL 4","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
[null,"4.1.2.6","Flanged adaptors:"]
[]
[null,"4.1.2.6.1","160 mm dia x 160 mm dia ","number",10]
[]
[null,"4.1.2.6.2","200 mm dia x 200 mm dia ","number",15]
[]
[null,"4.1.2.6.3","300 mm dia x 300 mm dia ","number",15]
[]
["8.2.2","4.1.3","Extra over items 4.1.1 to 4.1.2 for supplying, laying and bedding steel tees complete with couplings:"]
[]
[null,"4.1.3.1","Plain ended tees, grade B steel:"]
[]
[null,"4.1.3.1.1","300 mm dia x 300 mm dia ","number",5]
[]
["8.2.2","4.1.4","Extra over items 4.1.1 to 4.1.2 for supplying, laying and bedding steel flange adaptors complete with couplings:"]
[]
[null,"4.1.4.1","Grade B steel: "]
[]
[null,"4.1.4.1.1","300 mm dia x 300 mm dia ","number",15]
[]
["8.2.3","4.1.5","Extra over items 4.1.1 to 4.1.2 for supplying, fixing and bedding of flanged gate valves:"]
[]
[null,"4.1.5.1","160 mm dia x 160 mm dia ","number",5]
[]
["8.2.3","4.1.6","Extra over items 4.1.1 to 4.1.2 for fixing an bedding of fire hydrants including double flanged distance piece between hydrant and tee:"]
[]
[null,"4.1.6.1","300 mm dia x 300 mm dia ","number",5]
[]
["PSL 8.2.11","4.1.7","Anchor/thrust blocks and pedestals:"]
[]
[null,"4.1.7.1","Concrete:"]
[]
[null,"4.1.7.1.1","Class 10 MPa/19 mm      ","m³",15]
[]
["8.2.13","4.1.8","Valve and hydrant chambers, etc.:"]
[]
[null,"4.1.8.1","Valve chamber as per drawing 1006614-DRG-20-NW-CC-D002","number",2]
[]
[]
[]
["BILL 4","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
["PSL 8.2.16","4.1.9","Standpipes complete:"]
[]
[null,"4.1.9.1","Marker Block as per drawing 1006614-DRG-20-NW-CC-D002","number",10]
[]
["PSL 8.2.18","4.1.10","Connection to existing main supply pipe   "]
[]
[null,"4.1.10.1","Connect to existing 300 mm dia steel pipe with a 300 mm dia uPVC pipe","number",5]
[]
[null,"4.1.10.2","Connect to existing 315 mm dia steel pipe with a 315 mm dia uPVC pipe","number",3]
[]
[null,"4.1.10.3","Connect to existing 315 mm dia steel pipe with a 160 mm dia uPVC pipe","number",1]
[]
[null,"4.1.10.4","Connect to existing 200 mm dia steel pipe with a 200 mm dia uPVC pipe","number",1]
[]
[null,"4.1.10.5","Connect to existing 160 mm dia steel pipe with a 160 mm dia uPVC pipe","number",1]
[]
[null,"4.1.10.6","Connect to existing 110 mm dia steel pipe with a 110 mm dia uPVC pipe","number",2]
{"$rows_empty":26}
["BILL 4","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-SANS-1200LB","index":72,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE E",{"$nulls":5},"SANS 1200 LB"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,5,"SANS 1200 LB"]
[]
["SANS 1200LB","5.1","BEDDING (PIPES)\nBEDDING FOR WATER PIPES"]
[]
["PSLB 8.2.2","5.1.1","Supply only of bedding by importation:"]
[]
[null,"5.1.1.1","From commercial sources:"]
[]
[null,"5.1.1.1.1","Selected granular material","m³",300]
[]
[null,"5.1.1.1.2","Selected fill material","m³",150]
[]
["8.2.4","5.1.2","Encasing of pipes in concrete:"]
[]
[null,"5.1.2.1","Class 25 MPa/19 mm","m³",300]
[]
["PSLB 8.2.6","5.1.3","Provision of stone/geofabric to deal with water","m³",70]
[]
[null,null,"BEDDING FOR SEWER PIPES"]
[]
["PSLB 8.2.2","5.1.4","Supply only of bedding by importation:"]
[]
[null,"5.1.4.1","From commercial sources:"]
[]
[null,"5.1.4.1.1","Selected granular material","m³",15]
[]
[null,"5.1.4.1.2","Selected fill material","m³",10]
[]
["PSLB 8.2.6","5.1.5","Provision of stone/geofabric to deal with water","m³",5]
[]
[null,null,"BEDDING FOR STORMWATER PIPES"]
[]
["SANS 1200LB","5.2","BEDDING (PIPES)\nBEDDING FOR DUCTS"]
[]
["8.2.4","5.2.1","Encasing of pipes in concrete:"]
[]
[null,"5.2.1.1","Class 25 MPa/19 mm","m³",300]
{"$rows_empty":11}
["BILL 5","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-SANS-1200LC","index":73,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE E",{"$nulls":5},"SANS 1200 LC"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,6,"SANS 1200 LC"]
[]
["SANS 1200LC","6.1","CABLE DUCTS"]
[]
["PSLC 8.2.5","6.1.1","Supply, lay, bed and prove duct:"]
[]
[null,"6.1.1.1","Green HDPE Type N 450 doble-walled corrugated solid pipe:"]
[]
[null,"6.1.1.1.1","110 mm dia","m",1650]
[]
[null,"6.1.1.1.2","160 mm dia","m",3000]
[]
["8.2.8","6.1.2","Cable markers"]
[]
[null,"6.1.2.1","Route markers","number",170]
[]
["8.2.2","6.1.3","Excavate in all materials for trenches, backfill, compact, and dispose of suplus material:"]
[]
[null,"6.1.3.1","Single service ducts with width up to 450 mm and 1 m depth for ducts:"]
[]
[null,"6.1.3.1.1","110 mm dia","m",1150]
[]
[null,"6.1.3.2","Double service ducts with width up to 600 mm and 1 m depth for ducts:"]
[]
[null,"6.1.3.2.1","110 mm dia + 110 mm dia","m",350]
[]
[null,"6.1.3.3","Multiple service ducts with width up to 770 mm and 1 m depth for ducts:"]
[]
[null,"6.1.3.3.1","1 x 110 mm dia + 3 x 160 mm dia","m",950]
{"$rows_empty":19}
["BILL 6","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-SANS-1200LD","index":74,"n_rows":58,"n_cols":7,"rows_kept":58}
["SCHEDULE E",{"$nulls":5},"SANS 1200 LD"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,7,"SANS 1200 LD"]
[]
["SANS 1200LD","7.1","SEWERS"]
[]
["8.2.1","7.1.1","Supply, lay, joint, bed on class B bedding and test pipeline:"]
[]
[null,"7.1.1.1","uPVC pipes:"]
[]
[null,"7.1.1.1.1","110 mm dia","m",70]
[]
["8.2.7","7.1.2","Encasing of pipes in concrete:"]
[]
[null,"7.1.2.1","Concrete:"]
[]
[null,"7.1.2.1.1","110 mm dia","m³",200]
[]
[null,"7.1.2.1.2","200 mm dia","m³",5]
{"$rows_empty":36}
["BILL 7","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"NW-SANS-Summary","index":75,"n_rows":14,"n_cols":3,"rows_kept":14}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE E: RELOCATION OF SERVICES - NEWARK ROAD"]
[]
["BILL 1","SANS 1200 C ",{"$f":"'NW-SANS1200C'!G56","v":{"v":0,"d":"R0.00"}}]
["BILL 2","SANS 1200 D ",{"$f":"'NW-SANS-1200D'!G55","v":{"v":0,"d":"R0.00"}}]
["BILL 3","SANS 1200 DB",{"$f":"'NW-SANS-1200DB'!G146","v":{"v":0,"d":"R0.00"}}]
["BILL 4","SANS 1200 L ",{"$f":"'NW-SANS-1200L'!G146","v":{"v":0,"d":"R0.00"}}]
["BILL 5","SANS 1200 LB",{"$f":"'NW-SANS-1200LB'!G53","v":{"v":0,"d":"R0.00"}}]
["BILL 6","SANS 1200 LC",{"$f":"'NW-SANS-1200LC'!G53","v":{"v":0,"d":"R0.00"}}]
["BILL 7","SANS 1200 LD",{"$f":"'NW-SANS-1200LD'!G58","v":{"v":0,"d":"R0.00"}}]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY PAGE",null,{"$f":"SUM(C5:C11)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"VT-SANS-1200C","index":76,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE F",{"$nulls":5},"SANS 1200 C "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,1,"SANS 1200 C "]
[]
["SANS 1200C","1.1","SITE CLEARANCE"]
[]
["8.2.4","1.1.1","Reclear surfaces (only on instructions from the Engineer):"]
[]
[null,"1.1.1.1","Areas","ha",5]
[]
["8.2.5","1.1.2","Take down existing fences","km",0.5]
[]
["8.2.7","1.1.3","Dismantle and remove:"]
[]
[null,"1.1.3.1","Pipelines encased in concrete:"]
[]
[null,"1.1.3.1.1","Up to 500 mm dia          ","m",50]
[]
["8.2.8","1.1.4","Demolish and remove structures/ buildings:"]
[]
[null,"1.1.4.1","15 m2 Guard house","sum",1]
{"$rows_empty":32}
["BILL 1","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-SANS-1200D","index":77,"n_rows":55,"n_cols":7,"rows_kept":55}
["SCHEDULE F",{"$nulls":5},"SANS 1200 D "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,2,"SANS 1200 D "]
[]
["SANS 1200D","2.1","EARTHWORKS"]
[]
["PSD 8.3.8","2.1.1","Existing services:"]
[]
[null,"2.1.1.1","Hand excavation for locating and exposing existing services:"]
[]
[null,"2.1.1.1.1","In roadways       ","m³",300]
[]
[null,"2.1.1.1.2","In all other areas","m³",20]
[]
["PSD 8.3.15","2.1.2","Extra over items 2.1.1.1.2 and 2.1.1.1 for disposing of spoil material on a site provided by the Contractor","m³",300]
{"$rows_empty":37}
["BILL 2","TOTAL CARRIED TO SUMMARY PAGE ",{"$nulls":4},{"$f":"SUBTOTAL(9,$G$5:$G$54)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"VT-SANS-1200DB","index":78,"n_rows":152,"n_cols":7,"rows_kept":152}
["SCHEDULE F",{"$nulls":5},"SANS 1200 DB"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,3,"SANS 1200 DB"]
[]
["SANS 1200DB","3.1","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR WATER PIPES"]
[]
["PSDB 8.3.2","3.1.1","Excavate in all materials for trenches, backfill, compact and dispose of surplus material:"]
[]
[null,"3.1.1.1","uPVC Pipes over 125 mm dia up to 400 mm dia for depths:"]
[]
[null,"3.1.1.1.1","Over 1,0 m up to 2,0 m    ","m",250]
[]
["PSDB 8.3.2","3.1.2","Extra over item 3.1.1 above for:"]
[]
[null,"3.1.2.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.1.2.1.1","Soft material","m³",350]
[]
[null,"3.1.2.1.2","Intermediate material","m³",200]
[]
[null,"3.1.2.1.3","Hard material","m³",100]
[]
[null,"3.1.2.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",100]
[]
[null,"3.1.2.3","Soilcrete backfill where directed by the Engineer ","m³",100]
[]
["8.3.4","3.1.3","Particular items:"]
[]
[null,"3.1.3.1","Shore trench over 1,5 m    ","m",300]
[]
[null,"3.1.3.2","Temporary Works: Control water inflow "]
[]
[null,"3.1.3.2.1","Provide equipment  ","sum",1]
[]
[null,"3.1.3.2.2","Operate and maintain","days",10]
[]
[null,"3.1.3.2.3","Remove equipment","sum",1]
[]
["SANS 1200DB","3.2","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR SEWER PIPES"]
[]
["PSDB 8.3.2","3.2.1","Excavate in all materials for trenches, backfill, compact and dispose of surplus material:"]
[]
[]
[]
[]
[]
["BILL 3","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
[null,"3.2.1.1","Pipes up to 125 mm dia for depths:"]
[]
[null,"3.2.1.1.1","Up to 1,0 m   ","m",100]
[]
[null,"3.2.1.2","Pipes over 125 mm dia up to 400 mm dia for depths:"]
[]
[null,"3.2.1.2.1","Over 1,0 m up to 2,0 m    ","m",100]
[]
["PSDB 8.3.2","3.2.2","Extra over item 3.2.1 above for:"]
[]
[null,"3.2.2.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.2.2.1.1","Soft material","m³",200]
[]
[null,"3.2.2.1.2","Intermediate material","m³",100]
[]
[null,"3.2.2.1.3","Hard material","m³",50]
[]
[null,"3.2.2.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",50]
[]
[null,"3.2.2.3","Soilcrete backfill where directed by the Engineer ","m³",50]
[]
["8.3.4","3.2.3","Particular items:"]
[]
[null,"3.2.3.1","Shore trench over 1,5 m    ","m",150]
[]
["SANS 1200DB","3.3","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR DUCTS"]
[]
["PSDB 8.3.2","3.3.1","Extra over item 3.3.1 above for:"]
[]
[null,"3.3.1.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.3.1.1.1","Soft material","m³",600]
[]
[null,"3.3.1.1.2","Intermediate material","m³",300]
[]
[null,"3.3.1.1.3","Hard material","m³",200]
[]
[null,"3.3.1.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",100]
[]
[]
[]
[]
[]
[]
["BILL 3","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
[]
[null,"3.3.1.3","Soilcrete backfill where directed by the Engineer ","m³",100]
[]
["SANS 1200DB","3.4","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR SUBSURFACE DRAINS"]
[]
["PSDB 8.3.8","3.4.1","Removal of existing pipes:"]
[]
[null,"3.4.1.1","Excavate in all materials to 300 mm above the pipelines:"]
[]
[null,"3.4.1.1.1","250 mm dia        ","m³",100]
{"$rows_empty":38}
["BILL 3","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-SANS-1200L","index":79,"n_rows":108,"n_cols":7,"rows_kept":108}
["SCHEDULE F",{"$nulls":5},"SANS 1200 L "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,4,"SANS 1200 L "]
[]
["SANS 1200L","4.1","MEDIUM-PRESSURE PIPELINES"]
[]
["8.2.1","4.1.1","Supply, lay and bed pipes on class B bedding, complete with couplings:"]
[]
[null,"4.1.1.1","uPVC class 16 pipes:"]
[]
[null,"4.1.1.1.1","250 mm dia ","m",100]
[]
["8.2.2","4.1.2","Extra over items 4.1.1 to 4.1.2 for the supplying, laying, and bedding of uPVC specials complete with couplings:"]
[]
[null,"4.1.2.1","90° bends:"]
[]
[null,"4.1.2.1.1","250 mm dia","number",5]
[]
[null,"4.1.2.2","Tees:"]
[]
[null,"4.1.2.2.1","250 mm dia x 250 mm dia ","number",5]
[]
[null,"4.1.2.3","Flanged adaptors:"]
[]
[null,"4.1.2.3.1","250 mm dia x 250 mm dia ","number",10]
[]
["8.2.3","4.1.3","Extra over items 4.1.1 to 4.1.2 for supplying, fixing and bedding of flanged gate valves:"]
[]
[null,"4.1.3.1","250 mm dia x 250 mm dia ","number",5]
[]
["PSL 8.2.11","4.1.4","Anchor/thrust blocks and pedestals:"]
[]
[null,"4.1.4.1","Concrete:"]
[]
[null,"4.1.4.1.1","Class 10 MPa/19 mm      ","m³",4]
[]
["8.2.13","4.1.5","Valve and hydrant chambers, etc.:"]
[]
[null,"4.1.5.1","Valve chamber as per drawing 1006614-DRG-20-NW-CC-D002","number",1]
[]
["PSL 8.2.17","4.1.6","Marker blocks:"]
[]
[null,"4.1.6.1","Marker Block as per drawing 1006614-DRG-20-VT-CC-D002","number",2]
[]
[]
["BILL 4","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
["PSL 8.2.18","4.1.7","Connection to existing main supply pipe   ","number"]
[]
[null,"4.1.7.1","Connect to existing 250 mm dia steel pipe with a 250 mm dia uPVC pipe","number",1]
{"$rows_empty":52}
["BILL 4","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-SANS-1200LB","index":80,"n_rows":56,"n_cols":7,"rows_kept":56}
["SCHEDULE F",{"$nulls":5},"SANS 1200 LB"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,5,"SANS 1200 LB"]
[]
["SANS 1200LB","5.1","BEDDING (PIPES)\nBEDDING FOR WATER PIPES"]
[]
["PSLB 8.2.2","5.1.1","Supply only of bedding by importation:"]
[]
[null,"5.1.1.1","From commercial sources:"]
[]
[null,"5.1.1.1.1","Selected granular material","m³",50]
[]
[null,"5.1.1.1.2","Selected fill material","m³",20]
[]
["8.2.4","5.1.2","Encasing of pipes in concrete:"]
[]
[null,"5.1.2.1","Class 25 MPa/19 mm","m³",150]
[]
["PSLB 8.2.6","5.1.3","Provision of stone/geofabric to deal with water","m³",10]
[]
[null,null,"BEDDING FOR SEWER PIPES"]
[]
["SANS 1200LB","5.2","BEDDING (PIPES)\nBEDDING FOR DUCTS"]
[]
["8.2.4","5.2.1","Encasing of pipes in concrete:"]
[]
[null,"5.2.1.1","Class 25 MPa/19 mm","m³",300]
{"$rows_empty":26}
["BILL 5","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-SANS-1200LC","index":81,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE F",{"$nulls":5},"SANS 1200 LC"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,6,"SANS 1200 LC"]
[]
["SANS 1200LC","6.1","CABLE DUCTS"]
[]
["PSLC 8.2.5","6.1.1","Supply, lay, bed and prove duct:"]
[]
[null,"6.1.1.1","Green HDPE Type N 450 doble-walled corrugated solid pipe:"]
[]
[null,"6.1.1.1.1","110 mm dia","m",350]
[]
[null,"6.1.1.1.2","160 mm dia","m",650]
[]
["8.2.8","6.1.2","Cable markers"]
[]
[null,"6.1.2.1","Route markers","number",50]
[]
["8.2.2","6.1.3","Excavate in all materials for trenches, backfill, compact, and dispose of suplus material:"]
[]
[null,"6.1.3.1","Single service ducts with width up to 450 mm and 1 m depth for ducts:"]
[]
[null,"6.1.3.1.1","110 mm dia","m",800]
[]
[null,"6.1.3.2","Double service ducts with width up to 600 mm and 1 m depth for ducts:"]
[]
[null,"6.1.3.2.1","110 mm dia + 110 mm dia","m",100]
[]
[null,"6.1.3.3","Multiple service ducts with width up to 770 mm and 1 m depth for ducts:"]
[]
[null,"6.1.3.3.1","1 x 110 mm dia + 3 x 160 mm dia","m",250]
{"$rows_empty":19}
["BILL 6","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-SANS-1200LD","index":82,"n_rows":59,"n_cols":7,"rows_kept":59}
["SCHEDULE F",{"$nulls":5},"SANS 1200 LD"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,7,"SANS 1200 LD"]
[]
["SANS 1200LD","7.1","SEWERS"]
[]
["8.2.7","7.1.1","Encasing of pipes in concrete:"]
[]
[null,"7.1.1.1","Concrete:"]
[]
[null,"7.1.1.1.1","110 mm dia","m³",29]
[]
[null,"7.1.1.1.2","160 mm dia","m³",56]
{"$rows_empty":43}
["BILL 7","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-SANS-PART PZ","index":83,"n_rows":49,"n_cols":7,"rows_kept":49}
["SCHEDULE F",{"$nulls":5},"PARTICULAR SPECIFICATION PART PZ"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,8,"PARTICULAR SPECIFICATION PART PZ"]
[]
[null,"8.1","PALISADE FENCING "]
[]
["CD.03","8.1.1","SUPPLY AND ERECTION OF NEW STEEL PALISADE FENCING:"]
[]
[null,"8.1.1.1","Galvanized Palisade fencing complete, including intermesiat, end, and corner posts with height of 2400 mm, and base footings of 300 x 300 x 600 mm, and a 200 x 125 concrete beam","m",150]
[]
[null,"8.1.1.2","Galvanized Double swing gates complete of 12 m wide, with height of 2400mm, and base footings of 500 x 500 x 800 mm, and a 200 x 125 concrete beam","number",1]
{"$rows_empty":35}
["BILL 8","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"VT-SANS-Summary","index":84,"n_rows":15,"n_cols":2,"rows_kept":15}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE F : RELOCATION OF SERVICES - VENTURA ROAD"]
[]
["BILL 1","SANS 1200 C "]
["BILL 2","SANS 1200 D "]
["BILL 3","SANS 1200 DB"]
["BILL 4","SANS 1200 L "]
["BILL 5","SANS 1200 LB"]
["BILL 6","SANS 1200 LC"]
["BILL 7","SANS 1200 LD"]
["BILL 8","PARTICULAR SPECIFICATION PART PZ"]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY PAGE"]

{"sheet":"UR-SANS-1200C","index":85,"n_rows":58,"n_cols":7,"rows_kept":58}
["SCHEDULE G",{"$nulls":5},"SANS 1200 C "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,1,"SANS 1200 C "]
[]
["SANS 1200C","1.1","SITE CLEARANCE"]
[]
["8.2.4","1.1.1","Reclear surfaces (only on instructions from the Engineer):"]
[]
[null,"1.1.1.1","Areas","ha",5]
{"$rows_empty":46}
["BILL 1","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-SANS-1200D","index":86,"n_rows":55,"n_cols":7,"rows_kept":55}
["SCHEDULE G",{"$nulls":5},"SANS 1200 D "]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,2,"SANS 1200 D "]
[]
["SANS 1200D","2.1","EARTHWORKS"]
[]
["PSD 8.3.8","2.1.1","Existing services:"]
[]
[null,"2.1.1.1","Hand excavation for locating and exposing existing services:"]
[]
[null,"2.1.1.1.1","In roadways       ","m³",150]
[]
["PSD 8.3.15","2.1.2","Extra over items 2.1.1.1.2 and 2.1.1.1 for disposing of spoil material on a site provided by the Contractor","m³",300]
{"$rows_empty":39}
["BILL 2","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-SANS-1200DB","index":87,"n_rows":101,"n_cols":7,"rows_kept":101}
["SCHEDULE G",{"$nulls":5},"SANS 1200 DB"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,3,"SANS 1200 DB"]
[]
["SANS 1200DB","3.1","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR WATER PIPES"]
[]
["PSDB 8.3.2","3.1.1","Excavate in all materials for trenches, backfill, compact and dispose of surplus material:"]
[]
[null,"3.1.1.1","uPVC Pipes over 125 mm dia up to 400 mm dia for depths:"]
[]
[null,"3.1.1.1.1","Up to 1,0 m   ","m",50]
[]
["PSDB 8.3.2","3.1.2","Extra over item 3.1.1 above for:"]
[]
[null,"3.1.2.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.1.2.1.1","Soft material","m³",50]
[]
[null,"3.1.2.1.2","Intermediate material","m³",50]
[]
[null,"3.1.2.1.3","Hard material","m³",20]
[]
[null,"3.1.2.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",10]
[]
[null,"3.1.2.3","Soilcrete backfill where directed by the Engineer ","m³",10]
[]
["SANS 1200DB","3.2","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR SEWER PIPES"]
[]
["8.3.4","3.2.1","Particular items:"]
[]
[null,"3.2.1.1","Temporary Works: Control water inflow "]
[]
[null,"3.2.1.1.1","Provide equipment  ","sum",1]
[]
[null,"3.2.1.1.2","Operate and maintain","days",10]
[]
[null,"3.2.1.1.3","Remove equipment","sum",1]
[]
["SANS 1200DB","3.3","EARTHWORKS (PIPE TRENCHES)\nTRENCHES FOR DUCTS"]
[]
["PSDB 8.3.2","3.3.1","Extra over item 3.3.1 above for:"]
[]
[]
["BILL 3","CARRIED FORWARD"]
[]
[]
[null,"BROUGHT FORWARD"]
[]
[null,"3.3.1.1","Hand excavation where ordered by the Engineer:"]
[]
[null,"3.3.1.1.1","Soft material","m³",700]
[]
[null,"3.3.1.1.2","Intermediate material","m³",350]
[]
[null,"3.3.1.1.3","Hard material","m³",200]
[]
[null,"3.3.1.2","Backfill stabilized with 5% cement where directed by the Engineer  ","m³",100]
[]
[null,"3.3.1.3","Soilcrete backfill where directed by the Engineer ","m³",100]
{"$rows_empty":39}
["BILL 3","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-SANS-1200LB","index":88,"n_rows":58,"n_cols":7,"rows_kept":58}
["SCHEDULE G",{"$nulls":5},"SANS 1200 LB"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,4,"SANS 1200 LB"]
[]
["SANS 1200LB","4.1","BEDDING (PIPES)\nBEDDING FOR WATER PIPES"]
[]
["8.2.4","4.1.1","Encasing of pipes in concrete:"]
[]
[null,"4.1.1.1","Class 25 MPa/19 mm","m³",10]
[]
["SANS 1200LB","4.2","BEDDING (PIPES)\nBEDDING FOR DUCTS"]
[]
["8.2.4","4.2.1","Encasing of pipes in concrete:"]
[]
[null,"4.2.1.1","Class 25 MPa/19 mm","m³",350]
{"$rows_empty":40}
["BILL 4","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-SANS-1200LC","index":89,"n_rows":53,"n_cols":7,"rows_kept":53}
["SCHEDULE G",{"$nulls":5},"SANS 1200 LC"]
["PAYMENT"]
["REFERS","ITEM","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
["TO","NO"]
[null,5,"SANS 1200 LC"]
[]
["SANS 1200LC","5.1","CABLE DUCTS"]
[]
["PSLC 8.2.5","5.1.1","Supply, lay, bed and prove duct:"]
[]
[null,"5.1.1.1","Green HDPE Type N 450 doble-walled corrugated solid pipe:"]
[]
[null,"5.1.1.1.1","110 mm dia","m",1500]
[]
[null,"5.1.1.1.2","160 mm dia","m",2000]
[]
["8.2.8","5.1.2","Cable markers"]
[]
[null,"5.1.2.1","Route markers","number",100]
[]
["8.2.2","5.1.3","Excavate in all materials for trenches, backfill, compact, and dispose of suplus material:"]
[]
[null,"5.1.3.1","Single service ducts with width up to 450 mm and 1 m depth for ducts:"]
[]
[null,"5.1.3.1.1","110 mm dia","m",600]
[]
[null,"5.1.3.2","Double service ducts with width up to 600 mm and 1 m depth for ducts:"]
[]
[null,"5.1.3.2.1","110 mm dia + 110 mm dia","m",100]
[]
[null,"5.1.3.3","Multiple service ducts with width up to 770 mm and 1 m depth for ducts:"]
[]
[null,"5.1.3.3.1","1 x 110 mm dia + 3 x 160 mm dia","m",400]
{"$rows_empty":19}
["BILL 5","TOTAL CARRIED TO SUMMARY PAGE "]

{"sheet":"UR-SANS-Summary","index":90,"n_rows":12,"n_cols":2,"rows_kept":12}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE G : RELOCATION OF SERVICES - URANIA ROAD"]
[]
["BILL 1","SANS 1200 C "]
["BILL 2","SANS 1200 D "]
["BILL 3","SANS 1200 DB"]
["BILL 4","SANS 1200 LB"]
["BILL 5","SANS 1200 LC"]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY PAGE"]

{"sheet":"Guardhouse - PART PD","index":91,"n_rows":189,"n_cols":9,"rows_kept":189}
["GUARDHOUSE",{"$nulls":7},"             PARTICULAR SPECIFICATION PD"]
[]
["PAYMENT"]
["REFERS","ITEM",null,null,"DESCRIPTION","UNIT","QUAN-","RATE","AMOUNT"]
["TO","NO",{"$nulls":4},"TITY"]
[{"$nulls":8},{"$f":"IF(OR(AND(G6=\"Prov\",H6=\"Sum\"),(H6=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G6*H6),\"\",IF(G6*H6=0,\"\",ROUND(G6*H6,2))))","v":""}]
["PD 10",null,"BUILDING WORK",{"$nulls":5},""]
[{"$nulls":8},""]
[null,"PD.01","Brickwork:",{"$nulls":5},""]
[{"$nulls":8},""]
[null,null,".01","230 mm thick, outside face: face brick",{"$nulls":4},""]
[{"$nulls":3},"standard/extra/aesthetic, inside face:",{"$nulls":4},""]
[{"$nulls":3},"non-facing plastered/extra, engineering",{"$nulls":4},""]
[{"$nulls":3},"bricks",null,"m²",{"$f":"20+30","v":50},0,""]
[{"$nulls":8},""]
[null,null,0.02,"115 mm thick, non-facing plastered/",{"$nulls":4},""]
[{"$nulls":3},"extra, engineering bricks",null,"m²",20,null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[null,"PD.02","Plaster work:",{"$nulls":5},""]
[]
[null,null,0.01,"20 mm thick, steel-float finish    ",null,"m²",45,null,{"$f":"IF(OR(AND(G22=\"Prov\",H22=\"Sum\"),(H22=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G22*H22),\"\",IF(G22*H22=0,\"\",ROUND(G22*H22,2))))","v":""}]
[{"$nulls":8},""]
[{"$nulls":8},""]
[null,"PD.03","Floor screeds:",{"$nulls":5},""]
[{"$nulls":8},""]
[null,null,".01","125mm Thick, Class 25/19 concrete complete with Mesh Ref 193",null,"m²",25,null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[null,"PD.04","Doors and windows:",{"$nulls":5},""]
[{"$nulls":8},""]
[null,null,".02","Steel door with frame:",{"$nulls":4},""]
[null,null,"",{"$nulls":5},""]
[{"$nulls":3},".01","Letf Hand",{"$nulls":3},""]
[{"$nulls":4},"813 mm x 2023 mm x 115 mm ","number",1,null,""]
[{"$nulls":8},""]
[{"$nulls":3},".02","Right Hand",{"$nulls":3},""]
[{"$nulls":4},"813 mm x 2023 mm x 115 mm ","number",1,null,""]
[{"$nulls":8},""]
[null,null,".03","Steel window with frame, including ",{"$nulls":4},""]
[{"$nulls":3},"glazing and sills:",{"$nulls":4},""]
[{"$nulls":8},""]
[{"$nulls":3},".01","ND 11F","number",3,null,""]
[{"$nulls":8},""]
[{"$nulls":3},".02","NE1 F7","number",2,null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[null,"PD.05","Structural timber:",{"$nulls":5},""]
[{"$nulls":8},""]
[null,null,".01","Plates 38mm x 114mm        ",null,"m",60,null,""]
[{"$nulls":8},""]
[null,null,".02","Beams 152mm x 38mm ",null,"m",40,null,""]
[{"$nulls":8},""]
[null,null,".03","Joists 38mm x 38mm         ",null,"m",80,null,""]
[{"$nulls":8},""]
[null,null,".04","Rafters 152mm x 38mm        ",null,"m",50,null,""]
[{"$nulls":8},""]
[null,null,".05","Purlins 38mm x 38mm        ",null,"m",80,null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[]
["1200 PD","Carried forward",{"$nulls":6},{"$f":"IF(SUM(I6:I62)=0,\"\",SUM(I6:I62))","v":""}]
[]
[]
[]
[{"$nulls":8},"             PARTICULAR SPECIFICATION PD"]
[]
["PAYMENT"]
["REFERS","ITEM",null,null,"DESCRIPTION","UNIT","QUAN-","RATE","AMOUNT"]
["TO","NO",{"$nulls":4},"TITY"]
[]
[null,null,"Brought forward",{"$nulls":5},{"$f":"+I63","v":""}]
[]
[{"$nulls":8},{"$f":"IF(OR(AND(G75=\"Prov\",H75=\"Sum\"),(H75=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G75*H75),\"\",IF(G75*H75=0,\"\",ROUND(G75*H75,2))))","v":""}]
[null,"PD.06","Ceilings:",{"$nulls":5},""]
[{"$nulls":8},""]
[null,null,".01","Plaster-board ceiling",{"$nulls":4},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[null,null,"6.4mm thick Gypsum",{"$nulls":5},""]
[{"$nulls":8},""]
[{"$nulls":3},".01","Fixed ceiling   ","m²",{"$f":"6.5+3.5+6","v":16},null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[null,"PD.07","Joinery:",{"$nulls":5},""]
[{"$nulls":8},""]
[null,null,".01","Items measured by number:",{"$nulls":4},""]
[{"$nulls":8},""]
[{"$nulls":3},".01","Doors, Left Hand",{"$nulls":3},""]
[{"$nulls":4},"813 mm x 2023 mm x 115 mm ","number",1,null,""]
[{"$nulls":8},""]
[{"$nulls":3},".02","Doors, Right Hand",{"$nulls":3},""]
[{"$nulls":4},"813 mm x 2023 mm x 115 mm ","number",1,null,""]
[{"$nulls":8},""]
[{"$nulls":3},".03","Meranti Desk",{"$nulls":3},""]
[{"$nulls":4},"2600mm x 900mm x 25mm ","number",1,null,""]
[{"$nulls":8},""]
[null,null,".02","Items measured by length:",{"$nulls":4},""]
[{"$nulls":8},""]
[{"$nulls":3},".01","Skirtings 19mm x 76mm  ","m",30,null,""]
[{"$nulls":8},""]
[{"$nulls":3},".02","Cornice, 19x50mm SA pine","m",30,null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[null,"PD.08","Miscellaneous work:",{"$nulls":5},""]
[{"$nulls":8},""]
["",null,".01","Paintwork    ",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".02","Plumbing   ",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".03","Electrical work   ",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".04","Concrete work for foundations and floors",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".05","Imported Earth fill under Foundations and Floors (G7 Quality)",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".06","Tiling",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".07","Installation of IBR Roof Sheets complete",null,"Sum",1,null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},{"$f":"IF(OR(AND(G123=\"Prov\",H123=\"Sum\"),(H123=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G123*H123),\"\",IF(G123*H123=0,\"\",ROUND(G123*H123,2))))","v":""}]
[{"$nulls":8},{"$f":"IF(OR(AND(G124=\"Prov\",H124=\"Sum\"),(H124=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G124*H124),\"\",IF(G124*H124=0,\"\",ROUND(G124*H124,2))))","v":""}]
[]
["1200 PD","Carried forward",{"$nulls":6},{"$f":"IF(SUM(I73:I125)=0,\"\",SUM(I73:I125))","v":""}]
[]
[]
[]
[{"$nulls":8},"             PARTICULAR SPECIFICATION PD"]
[]
["PAYMENT"]
["REFERS","ITEM",null,null,"DESCRIPTION","UNIT","QUAN-","RATE","AMOUNT"]
["TO","NO",{"$nulls":4},"TITY"]
[]
[null,null,"Brought forward",{"$nulls":5},{"$f":"+I126","v":""}]
[]
[{"$nulls":8},{"$f":"IF(OR(AND(G138=\"Prov\",H138=\"Sum\"),(H138=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G138*H138),\"\",IF(G138*H138=0,\"\",ROUND(G138*H138,2))))","v":""}]
[null,"PD.09","Miscellaneous Items:",{"$nulls":5},""]
[{"$nulls":8},""]
[null,null,".01","Supply and Install of Wooden desk",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".02","Supply and Install of Wooden bench",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".03","Provision of Chairs",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".04","Supply Vinyl Tiles",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".05","Supply and Install of Steel Lockers",null,"Sum",1,null,""]
[{"$nulls":8},""]
[null,null,".06","Supply of IBR Roof Sheeting",null,"Sum",1,null,""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
["",{"$nulls":7},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},""]
[{"$nulls":8},{"$f":"IF(OR(AND(G184=\"Prov\",H184=\"Sum\"),(H184=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G184*H184),\"\",IF(G184*H184=0,\"\",ROUND(G184*H184,2))))","v":""}]
[{"$nulls":8},{"$f":"IF(OR(AND(G185=\"Prov\",H185=\"Sum\"),(H185=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G185*H185),\"\",IF(G185*H185=0,\"\",ROUND(G185*H185,2))))","v":""}]
[{"$nulls":8},{"$f":"IF(OR(AND(G186=\"Prov\",H186=\"Sum\"),(H186=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G186*H186),\"\",IF(G186*H186=0,\"\",ROUND(G186*H186,2))))","v":""}]
[{"$nulls":8},{"$f":"IF(OR(AND(G187=\"Prov\",H187=\"Sum\"),(H187=\"PC Sum\")),\". . . . . . . . .00\",IF(ISERR(G187*H187),\"\",IF(G187*H187=0,\"\",ROUND(G187*H187,2))))","v":""}]
[]
[null,"TOTAL PARTICULAR SPECIFICATION PD CARRIED TO SUMMARY",{"$nulls":6},{"$f":"IF(SUM(I136:I188)=0,\"\",SUM(I136:I188))","v":""}]

{"sheet":"Electrical","index":92,"n_rows":97,"n_cols":9,"rows_kept":97}
[null,"ELECTRICAL (STREET LIGHTING)",null," PARTICULAR SPECIFICATION ELECTRICAL (PE)",{"$nulls":4},"           "]
[]
[null,"ITEM","DESCRIPTION","UNIT","QTY","RATE (R)","AMOUNT (R)"]
[null,"",{"$nulls":4},{"$f":"IF(E4>0,ROUND(E4*F4,2),\"\")","v":""}]
[null,1,"a) This section of the bill shall be read in conjunction with the drawings in the tender documents and C3 Works Information\n\n",{"$nulls":3},{"$f":"IF(E5>0,ROUND(E5*F5,2),\"\")","v":""}]
[null,null,"b) This section of the bill shall be read in conjunction with the following technical specifications;\ni)   TPD-001-EL&PSPEC\nii)  TPD-002-DBSPEC\niii) TPD-003-CABLESPEC"]
[null,null,"c)  This section of the bill shall be read in conjunction with any other associated contract documentation to price for the provision of a complete installation, i.e. the design (where applicable), supply, installation, testing and commissioning, handing over of the fully functional equipment / installation, provision of all as-built documentation and the like, associated operational and maintenance training for Employer staff where specified etc."]
[]
[null,2,"Removal  & Storage of Existing Light Poles"]
[]
[null,null,"a) Removal & Storage All existing light poles identified on the Civil Drawings as obstructing or interfering with the proposed road upgrade shall be removed. This includes the complete dismantling and removal of the luminaires, poles (either GRP or steel), associated electrical connections, foundations, and bases. The removed components shall be transported to the designated Electrical Depot located within a 5 km radius."]
[]
[null,null,"i) Removal","No",49]
[]
[null,"TOTAL CARRIED FORWARD"]
[]
[]
[null,3,"Installation of New Light Poles"]
[]
[null,null,"a) 10.4m Glass Fibre Polyester (GRP) Pole  - Directly buried in the ground fixed GRP pole, minimum height of 9m from finished surface level to luminaire instalation level. The pole shall be black in colour (RAL 9017) with a two(2) arm Hot Deep Galvavised curved decorative outreach bracket for luminaires installation overhanging directly opposite each other at a distance of 500mm from the centre of the pole. The pole shall be supplied complete with a glandplate assemply with 2 x 20mm diameter holes, terminal block, 4 way, 30A and Din Rail to accomodate 5 x MCBs"]
[]
[null,null,"i) Supply","No",49,null,{"$f":"IF(E22>0,ROUND(E22*F22,2),\"\")","v":0}]
[]
[null,null,"ii) Install","No",49,null,{"$f":"IF(E24>0,ROUND(E24*F24,2),\"\")","v":0}]
[]
[null,null,"c)  142W LED Flood Light - The flood light shall contain a marine grade aluminium housing with an IP rating of not less than IP66 . The floodlight shall be painted in black colour ( RAL 9017). The floodlight shall have a luminaire efficacy of  minimum 164 lm/W with a life expactance of 100 000h at L70BB10. The floodlight shall comply as a minimum SABS, SANS 475, SAS 60598 and SANS 62262"]
[]
[null,null,"i) Supply","No",49,null,{"$f":"IF(E28>0,ROUND(E28*F28,2),\"\")","v":0}]
[]
[null,null,"ii) Install","No",49,null,{"$f":"IF(E30>0,ROUND(E30*F30,2),\"\")","v":0}]
[]
[]
[null,"TOTAL CARRIED FORWARD",{"$nulls":4},{"$f":"SUM(G11:G30)","v":0}]
[]
[null,4,"Installation of Cabling and Associated"]
[]
[null,null,"a) Excavation for LV Cable Installation - Excavation shall be carried out in accordance with the trench dimensions specified in the approved drawings. The rate shall include all associated activities, including trench consolidation, backfilling with suitable material, compaction, shoring, dewatering (if required), and implementation of necessary measures to ensure public safety and prevent unauthorized access to the excavation area."]
[]
[null,null,"i) Excavation","Sum",1]
[]
[{"$f":"SUBTOTAL(103,$D$22:D41)","v":5},null,"b) 4 core, Cu, Steel Wired Armoured,600/1000V PVC insulated cable with Earth Continuity Conductor (ECC) "]
[]
[{"$f":"SUBTOTAL(103,$D$22:D43)","v":6},null,"i) Supply","m",500]
[]
[null,null,"ii) Install","m",500]
[]
[{"$f":"SUBTOTAL(103,$D$22:D47)","v":7},null,"c) 4 core, Cu, Steel Wired Armoured,600/1000V PVC insulated cable with Earth Continuity Conductor (ECC) Termination Kit"]
[]
[{"$f":"SUBTOTAL(103,$D$22:D49)","v":8},null,"i) Supply","No",98]
[]
[null,null,"ii) Install","No",98]
[]
[{"$f":"SUBTOTAL(103,$D$22:D53)","v":9},null,"d) Utility Junction Box - IP68 20mm Utility Junction box with terminal block for cable connection "]
[]
[{"$f":"SUBTOTAL(103,$D$22:D55)","v":10},null,"i) Supply","No",49]
[]
[null,null,"ii) Install","No",49]
[]
[null,"TOTAL CARRIED FORWARD",{"$nulls":4},{"$f":"SUM(G37:G56)","v":0}]
[]
[]
[null,5,"Re-Lamping of Existing Luminaires"]
[]
[null,null,"a)  142W LED Flood Light - The flood light shall contain a marine grade aluminium housing with an IP rating of not less than IP66 . The floodlight shall be painted in black colour( RAL 9017). The floodlight shall have a luminaire efficacy of  minimum 164 lm/W with a life expactance of 100 000h at L70BB10. The floodlight shall comply as a minimum SABS, SANS 475, SAS 60598 and SANS 62262"]
[]
[null,null,"i) Supply","No",80,null,{"$f":"IF(E66>0,ROUND(E66*F66,2),\"\")","v":0}]
[]
[null,null,"ii) Install","No",80,null,{"$f":"IF(E68>0,ROUND(E68*F68,2),\"\")","v":0}]
[]
[null,6,"Testing and Commissioning "]
[]
[null,null,"a) Testing of the Entire Electrical System and handover of CoC"]
[]
[null,null,"i) Testing and handover of CoC","Prov Sum",1]
[]
[null,null,"b) Testing of the Entire Lighting System and handover all illuminance test results "]
[]
[null,null,"i) Testing and handover of test results","Prov Sum",1]
[]
[]
[]
[null,"TOTAL CARRIED FORWARD",{"$nulls":4},{"$f":"SUM(G34:G81)","v":0}]
[]
[]
[null,7,"ANY OTHER ITEM(S) THE CONTRACTOR DEEMS NECESSARY TO COMPLETE THE INSTALLATION FULLY AND TO SPECIFICATIONS (SPECIFY DETAILS) NOTE: IF NOTHING SPECIFIED AND PRICED, PLACE AT EACH ITEM 'N/A' IN 'DESCRIPTION', 'UNIT', 'QTY' AND 'AMOUNT COLUMNS",{"$nulls":3},{"$f":"IF(E85>0,ROUND(E85*F85,2),\"\")","v":""}]
[null,"",{"$nulls":4},""]
[null,"","a)",{"$nulls":3},""]
[null,"",{"$nulls":4},""]
[null,"",{"$nulls":4},""]
[null,"",{"$nulls":4},""]
[null,"","b)",{"$nulls":3},""]
[null,"",{"$nulls":4},""]
[null,"",{"$nulls":4},""]
[null,"",{"$nulls":4},""]
[null,"","c)",{"$nulls":3},""]
[]
[null,"TOTAL CARRIED TO SUMMARY",{"$nulls":4},{"$f":"G82","v":0}]

{"sheet":"Final Summary","index":93,"n_rows":31,"n_cols":2,"rows_kept":31,"merged":[[18,0,18,1]]}
["SUMMARY OF SCHEDULE OF QUANTITIES"]
[]
["SCHEDULE A","PRELIMINARY AND GENERAL"]
["SCHEDULE B","NEWARK ROAD"]
["SCHEDULE C","VENTURA ROAD"]
["SCHEDULE D","URANIA ROAD"]
["SCHEDULE E","RELOCATION OF SERVICES - NEWARK"]
["SCHEDULE F","RELOCATION OF SERVICES - VENTURA"]
["SCHEDULE G","RELOCATION OF SERVICES - URANIA"]
[]
["SCHEDULE H","GUARDHOUSE PART PD"]
[]
["SCHEDULE I","ELECTRICAL PART PE"]
[]
[]
["SUBTOTAL [1] . . . . . . . . . . . . . . . . . . . . . . . . . . ."]
[]
[]
["CIDB CONTRACT SKILLS DEVELOPMENT GOALS (CSDG)                    (0.25% FACTOR X SUB TOTAL 1)"]
[]
[]
["SUBTOTAL [2] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "]
[]
["Allow the Sum of 0.2% of Subtotal (1) for the CIDB BUILD Fee:"]
[]
["SUBTOTAL [3] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "]
[]
[]
[]
[]
["TOTAL TENDER SUM CARRIED TO FORM OF OFFER"]