{"text_format":"3","workbook":"xls","n_sheets":45,"sheets":["1200 ","1300","1400","1500","8200","D1000","SUMMARY (3)","1600","1700","2100","2200","2300","3100","3300","3400 ","3500","3600","4100","4200","5200","5500","5600","5700","5800","5900","SUMMARY ROAD1","1600 (2)","1700 (2)","2100 (2)","2200 (2)","2300 (2)","3300 (2)","3400  (2)","3500 (2)","3600 (2)","3800","4100 (2)","4200 (2)","5200 (2)","5600 (2)","5700 (2)","5800 (2)","5900 (2)","SUMMARY (2)","GRAND TOTAL"],"not_rendered":{"external_links":3,"defined_names":61},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"1200 ","index":0,"n_rows":45,"n_cols":6,"rows_kept":45,"merged":[[44,0,44,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[1200,"GENERAL REQUIREMENTS AND PROVISIONS"]
[]
["B12.01","Relocation and protection of existing services:"]
[]
[null,"(a) Provisional sum for existing services to be relocated and/or protected during construction:"]
[]
[null,"(i) Water Services","Prov Sum",1,{"v":50000,"d":"R50,000.00"},{"v":50000,"d":"R50,000.00"}]
[]
[null,"(ii) Electrical Services","Prov Sum",1,{"v":100000,"d":"R100,000.00"},{"v":100000,"d":"R100,000.00"}]
[]
[null,"(iii) Sewer Services","Prov Sum",1,{"v":20000,"d":"R20,000.00"},{"v":20000,"d":"R20,000.00"}]
[]
[null,"(iv) Other Serivices","Prov Sum",1,{"v":10000,"d":"R10,000.00"},{"v":10000,"d":"R10,000.00"}]
[]
[null,"(b)  Handling cost and profit in respect of subitem B12.01(a)","%",{"v":180000,"d":"R180,000.00"},null,0]
[]
["B12.02","Construction of new survey beacons and protection of existing survey beacons:"]
[]
[null,"(a) Provisional sum for new survey beacons to be constructed, or for existing survey beacons to be protected during construction","Prov Sum",1,{"v":30000,"d":"R30,000.00"},{"v":30000,"d":"R30,000.00"}]
[]
[null,"(b) Handling costs and profit in respect of B12.02(a) above.","%",{"v":30000,"d":"R30,000.00"},null,0]
[]
[" B12.03 ","Provision of a Community Liaison Officer:"]
[]
[null,"(a) Wages, salary, allowances, etc.","Prov Sum",1,{"v":64000,"d":"R64,000.00"},{"v":64000,"d":"R64,000.00"}]
[]
[null,"(b) Handling cost and profit in respect of sub item B12.03(a) above","%",{"v":64000,"d":"R64,000.00"},null,0]
[]
["B12.04","Training:"]
[]
[null,"(a) Appointment of one local trainee student for the duration of the contract","Prov Sum",1,{"v":80000,"d":"R80,000.00"},{"v":80000,"d":"R80,000.00"}]
[]
[null,"(b) Handling cost and profit in respect of sub item B12.05(a) above","%",{"v":80000,"d":"R80,000.00"},null,0]
{"$rows_empty":9}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":354000,"d":"R354,000.00"}]

{"sheet":"1300","index":1,"n_rows":40,"n_cols":6,"rows_kept":40,"merged":[[39,0,39,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[1300,"CONTRACTORS ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
[]
["B13.01","The contractor's general obligations:"]
[]
[null,"(a) Fixed obligations","Sum",1,null,0]
[]
[null,"(b) Value-related obligations","Sum",1,null,0]
[]
[null,"(c )Time-related obligations","Month",8,null,0]
[]
["B13.02","Health and Safety:"]
[]
[null,"(a) Fixed obligations for the preparation of risk assessments, safe work procedures, the project Health & Safety file, the Health & Safety plan and any other Health & Safety matters that the Contractor deems necessary\tlump sum (Sum)\nand checking, the project H & S file, etc. ","Sum",1,null,0]
[]
[null,"(b)  Fixed obligations for completing and checking the Project Health & Safety file and handing it over to the Employer on completion of the Works","Sum",1,null,0]
[]
[null,"(c)  Time-related obligations for updating and amending the risk assessments, the safe work procedures, the project Health & Safety file and the Health & Safety plan, and for full compliance with all Health & Safety matters during the construction of the Works under the contract","Month",8,null,0]
[]
["B13.03","Compensation for Environmental Control:"]
[]
[null,"(a) Environmental Control Officer provided by the Contract","Month",8,null,0]
[]
[null,"(b) EMPr requirements for the Contract","Month",8,null,0]
[]
["B13.04","Contract Signboards","No.",3,null,0]
{"$rows_empty":12}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

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["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[1400,"HOUSING, OFFICES AND LABORATORIES FOR THE ENGINEER'S SITE PERSONNEL"]
[]
[14.01,"Office and laboratory accommodation:"]
[]
[null,"The provision of accommodation as specified, including roof, external and internal walls, windows complete with glazing, doors with locks and fittings, burglar proofing, painting, floors, fencing, the provision of a 220/250 volt electrical installation wiring, switchboards, etc, water and sewerage installation, and stores complete, in accordance with the drawings and specifications, except for items scheduled elsewhere:"]
[]
[null,"(a) Offices (interior floor space only)","m2",20,null,0]
[]
[null,"(e) Ablution units","m2",5,null,0]
[]
[14.02,"Office and laboratory furniture:"]
[]
[null,"(a) Chairs","No",8,null,0]
[]
[null,"(d) Desks, complete with drawers and locks","No",1,null,0]
[]
[null,"(e) Drawing tables","No",1,null,0]
[]
[null,"(f) Conference tables ( 8 seater)","No",1,null,0]
[]
[14.03,"Office and laboratory fittings, installations and equipment:"]
[]
[null,"(a) Items measured by number:"]
[]
[null,"(i) 220/250 volt power points including adequate voltage regulators","No",4,null,0]
[]
[null,"(ii) 400/231 volt 3-phase power points","No",1,null,0]
[]
[null,"(iii) Double 80 watt fluorescent-light fittings complete with ballast and tubes","No",4,null,0]
[]
[null,"(vi) Wash-hand basins complete with taps and drains","No",1,null,0]
[]
[null,"(x) Fire extinguishers, 9,0 kg, all purpose dry powder type, complete, mounted on wall with brackets","No",1,null,0]
[]
[null,"(xi) Air-conditioning units with 2,2 kW minimum capacity, mounted and with own power connection","No",2,null,0]
[]
[null,"(xiv) General-purpose steel cupboards with shelves","No",1,null,0]
[]
[null,"((xv) Steel filing cabinets with drawers","No",1,null,0]
[]
[null," (xvi)  Refrigerators (300 l min)","No",1,null,0]
[]
["TOTAL CARRIED FORWARD",{"$nulls":4},0]
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["TOTAL BROUGHT FORWARD",{"$nulls":4},0]
[]
[null,"(xix) Uninterruptable power supply units","No",1,null,0]
[]
[null,"(xxi)   Floodlights, complete with poles and 500 Watt minimum globes","No",2,null,0]
[]
[null,"(xxii)  Rain gauge","No",2,null,0]
[]
[null,"(xxiii) Minimum and maximum thermometer","No",1,null,0]
[]
[null,"(b) Prime-cost items and items paid for in a lump sum:"]
[]
[null,"(v) Provision for apparatus: Nashua 1400L or similar","PC",1,{"v":5000,"d":"R5,000.00"},{"v":5000,"d":"R5,000.00"}]
[]
[null,"(vi) Handling costs and profit in respect of subsubitem 14.03(b)(v) above (State % and extend as an amount)","%",{"v":5000,"d":"R5,000.00"},null,0]
[]
[null,"(vii) The provision of 400/231 volt 3-phase electrical power instal- lation, including all wiring, switchboards, mains connections, etc.","Lump Sum",1,null,0]
[]
[null,"(x) Cost of calls on contract administration business and rental charges","PC",1,{"v":6000,"d":"R6,000.00"},{"v":6000,"d":"R6,000.00"}]
[]
[null,"(xi) Handling costs in respect of subitems B14.03(b)(ix) and (x) (State % and extend as an amount)","%",{"v":6000,"d":"R6,000.00"},null,0]
[]
[null,"(c) Items measured by area:"]
[]
[null,"(ix) Whiteboard","m2",3,null,0]
[]
[14.08,"Services:"]
[]
[null,"The provision of water, electricity, low pressure gas, sewerage, septic tanks, sewage and rubbish removal, cleaning services, maintenance and repairs, all as specified in clause 1404, including the construction and maintenance of the access roads, foot path"]
[]
[null,"(a) Services at offices and laboratories:"]
[]
[null,"(i) Fixed costs","Lump Sum",1,null,0]
[]
[null,"(ii) Running costs","Month",8,null,0]
{"$rows_empty":8}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":11000,"d":"R11,000.00"}]

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["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[1500,"ACCOMMODATION OF TRAFFIC"]
[]
[15.01,"Accommodating traffic and maintaining temporary deviations","Km",2.101,null,0]
[]
[15.03,"Temporary traffic control facilities:"]
[]
[null,"(a) Flagmen","man-day",1408,null,0]
[]
[null,"(b) Portable STOP and GO-RY signs","No",4,null,0]
[]
[null,"(c) Temporary traffic control signs:"]
[]
[null,"(ii) Size : 900mm (TW, STW, DTG, TGS and TGS Series)","No",30,null,0]
[]
[null,"(h) Delineators:"]
[]
[null,"(ii) Mounted back to back","No",110,null,0]
[]
[null," (i)  Movable barricade/road sign combination (TW411)(1800mm  x 300mm) and (TR103/RR104/900 dia)","No",10,null,0]
[]
[null,"(m) Two-way communication devices","No",4,null,0]
[]
["15.04","Relocation of traffic control facilities","Lump Sum",1,null,0]
[]
["15.05","Gravelling and repair of temporary deviations and existing gravel shoulders used as temporary deviations:"]
[]
[null,"(a) Temporary deviations","m³",1575.75,null,0]
[]
["15.06","Watering of temporary deviations","kℓ",660,null,0]
[]
[null,"Blading by road grader of:"]
[]
[null,"(a) Temporary deviations","Km-Pass",50,null,0]
[]
["15.10","Accommodation of traffic where the road is constructed in half-widths","Km",0.84,null,0]
{"$rows_empty":19}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

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["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[8200,"QUALITY CONTROL AND WORKMANSHIP"]
[]
[82.01,"(a) Quality control and workmanship","Prov Sum",1,{"v":200000,"d":"R200,000.00"},{"v":200000,"d":"R200,000.00"}]
[]
[null,"(b) Handling cost and profit in respect of sub item 82,01 (a) above","%",{"v":200000,"d":"R200,000.00"},null,0]
{"$rows_empty":35}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":200000,"d":"R200,000.00"}]

{"sheet":"D1000","index":5,"n_rows":47,"n_cols":6,"rows_kept":47,"merged":[[46,0,46,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["D1000","DAYWORKS"]
[]
[null,"a) Personnel"]
[]
[null,"i) Unskilled","Hr",10,null,0]
[]
[null,"ii) Skilled","Hr",10,null,0]
[]
[null,"iii) Foreman","Hr",10,null,0]
[]
[null,"b) Plant and Equipment"]
[]
[null,"(a) Flat bed truck (7t)","Hr",9,null,0]
[]
[null,"(b) Tipper Trucks - 6 cubic metres","Hr",9,null,0]
[]
[null,"(d) Front End Loader (0,5 m³) bucket","Hr",9,null,0]
[]
[null,"(e) TLB (digger loader)","Hr",9,null,0]
[]
[null,"(f) Excavator (20 - 30 ton)","Hr",9,null,0]
[]
[null,"(g) Grader (AT 140 G or similar)","Hr",9,null,0]
[]
[null,"(h) Compactor (Bomag 90 or similar)","Hr",9,null,0]
[]
[null,"(i) Water truck (5000 liter)","Hr",9,null,0]
[]
[null,"(s) Mobile concrete mixers (specify size)","Hr",9,null,0]
[]
[null,"(t) Light delivery vehicle (LDV)","Km",150,null,0]
[]
[null,"(v) Low bed truck (35t)","Km",100,null,0]
[]
[null,"Materials"]
[]
[null,"(a) Procurement of materials ","Prov Sum",1,{"v":15000,"d":"R15,000.00"},{"v":15000,"d":"R15,000.00"}]
[]
[null,"(b) Contractors handling costs, profit and all other charges in respect of item 19.03 (a)","%",{"v":15000,"d":"R15,000.00"},null,0]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":15000,"d":"R15,000.00"}]

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["PRELIMINARY AND GENERAL"]
["SECTIONS","DESCRIPTION","AMOUNT (RAND)"]
[1200,"GENERAL REQUIREMENTS AND PROVISIONS",354000]
[1300,"CONTRACTORS ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS",0]
[1400,"HOUSING, OFFICES AND LABORATORIES FOR THE ENGINEER'S SITE PERSONNEL",11000]
[1500,"ACCOMMODATION OF TRAFFIC",0]
[8200,"QUALITY CONTROL AND WORKMANSHIP",200000]
["D1000","DAYWORKS",15000]
["SUMMARY (PRELIMINARY AND GENERAL)",null,{"v":580000,"d":"R580,000.00"}]

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["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[1600,"OVERHAUL"]
[]
[16.02,"Overhaul on material hauled in excess of 1.0km (ordinary overhaul)","m³.km",22442,null,0]
{"$rows_empty":44}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"1700","index":8,"n_rows":47,"n_cols":6,"rows_kept":47,"merged":[[46,0,46,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[1700,"CLEARING AND GRUBBING"]
[]
["17.01","Clearing and Grubbing","ha",1.009,null,0]
{"$rows_empty":41}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"2100","index":9,"n_rows":43,"n_cols":13,"rows_kept":43,"merged":[[42,0,42,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[2100,"DRAINS"]
[]
[21.03,"Excavation for subsoil drainage systems:"]
[]
[null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,"(i) 0m up to 1.5m","m³",600,null,0]
[]
[null,"(ii) Exceeding 1.5m and up to 3m","m³",200,null,0]
[]
[null,"(b) Extra over sub-item 21.03 (a) for excavation in hard material, irrespective of depth","m³",30,null,0]
[]
[21.04,"Impermeable backfilling to subsoil drainage systems","m³",80,null,0]
[]
["21.06","Natural permeable material in subsoil drainage systems (crushed stone):"]
[]
[null,"(b) Crushed stone obtained from commercial sources (19.0mm)","m³",80,null,0]
[]
[21.07,"Natural permeable material in subsoil drainage systems (sand):"]
[]
[null,"(b) Sand from commercial sources (fine)","m³",80,null,0]
[]
[21.08,"Pipes in subsoil drainage systems:"]
[]
[null,"(a) 100mm Internal diameter, perforated uPVC pipes and fittings, normal duty, complete with couplings","m",{"v":1000,"d":"1,000"},null,0]
[]
[null,"Grade 2 or similar approved synthetic-fibre filter fabric"," m²",2800,null,0]
[]
["2.12","Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes  for subsoil drainage systems:"]
[]
[null,"(d) Cleaning eyes","No.",10,null,0]
[]
[2.13,"Concrete caps for sub-soil drains pipes","No.",10,null,0]
[]
[21.15,"Overhaul for material hauled in excess of 1,0 km free-haul (normal overhaul)","m³-km",{"v":3320,"d":"3,320"},null,0,{"$nulls":6},0]
[]
[21.17,"Test flushing of pipe subsoil drains","m",{"v":1000,"d":"1,000"},null,0]
[]
[21.19,"Selected backfill material under concrete – lined side  drains compacted to 93% of modified AASHTO density","m³",80,null,0]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"2200","index":10,"n_rows":109,"n_cols":6,"rows_kept":109,"merged":[[12,8,12,10],[52,0,52,4],[54,0,54,4],[108,0,108,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[2200,"PREFABRICATED CULVERTS"]
[]
[22.01,"Excavation:"]
[]
[null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,"i) 0m up to 1.5m","m3",2260,null,0]
[]
[null,"ii) Exceeding 1.5m and up to 3.0m","m3",940,null,0]
[]
[null,"(b) Extra-over sub-item 22.01(a) for excavation in hard material, irrespective of depth","m3",188,null,0]
[]
[22.02,"Backfilling:"]
[]
[null,"a) Using excavated material","m3",1700,null,0]
[]
[null,"b) Using imported selected material","m3",1530,null,0]
[]
[null,"c) Extra over subitems 22,02 (a) and (b) for soil cement backfilling (5% cement)","m3",25.5,null,0]
[]
["B22,02","d) Using 200mm thick 19mm stone bedding wraped with Geotextile Fabric.","m3",34,null,0]
[]
[22.03,"Concrete pipe culverts:"]
[]
[null,"c) On class C bedding:"]
[]
[null,"(i) 450mm dia. Spigot and Socket Class 100D with Rubber Collars","m",40,null,0]
[]
[null,"(ii) 600mm dia. Spigot and Socket Class 100D with Rubber Collars","m",600,null,0]
[]
[null,"(ii) 900mm dia. Spigot and Socket Class 100D with Rubber Collars","m",400,null,0]
[]
[22.17,"Manholes, Catchpits, Precast inlet and outlet structures complete:"]
[]
[null,"(b) Catchpits As per std Detail SD 0703/A including transitions and 1,2m x 1,2m cover slabs and splay side inlet. Type S1 and D1:"]
[]
[null,"(i) 450 diameter pipes","No.",4,null,0]
[]
[null,"(ii) 600 diameter pipes","No.",10,null,0]
[]
[null,"(iii) 900 diameter pipes","No.",4,null,0]
[]
[null,"c) Headwalls (As per Dwg No SD 0406):"]
[]
[null,"(i) 450 diameter pipes","No.",2,null,0]
[]
[null,"(ii) 600 diameter pipes","No.",4,null,0]
[]
[null,"(iii) 900 diameter pipes","No.",2,null,0]
[]
["TOTAL CARRIED FORWARD ",{"$nulls":4},0]
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["TOTAL BROUGHT FORWARD",{"$nulls":4},0]
[]
[22.12,"Removing existing concrete:"]
[]
[null,"(a) Plain concrete","m³",5,null,0]
[]
[null,"(b) Reinforced concrete","m³",5,null,0]
[]
[null,"(c) Brickwork","m³",5,null,0]
[]
[22.13,"Removing and stacking existing prefabricated culverts:"]
[]
[null,"(i) 450mm diameter concrete pipes","m",20,null,0]
[]
[22.25,"Overhaul on excavated material carted to spoil, backfill material (but excluding Portland cement in the case of soil cement), existing structures demolished and removed to spoil, and removing and relaying, and removing and stacking existing prefabricated culverts, for haul in excess of the free-haul distance","m³-km",632,null,0]
[]
[22.26,"Hand excavation to determine the positions of existing services","m³",50,null,0]
{"$rows_empty":37}
["TOTAL CARRIED FORWARD TO SUMMARY ",{"$nulls":4},0]

{"sheet":"2300","index":11,"n_rows":56,"n_cols":6,"rows_kept":56,"merged":[[55,0,55,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[2300,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
[23.01," Concrete kerb-channel combination:"]
[]
[null,"(a) 500mm wide combined precast kerb to SABS 927 (Figure 6) and cast in situ channel (Refer to SD 0701/A)","m",2522,null,0]
[]
[23.03,"Concrete chutes"]
[]
[null,"(a) Cast insitu open chute (as per SD 0605/A) with Class 20/19 concrete and Wire Mash Ref 395","m",20,null,0]
[]
[23.04,"Cast in situ concrete chutes:"]
[]
[null,"(a) Concrete Class 20/19)"," m³",4.59,null,0]
[]
[null,"(b) Formwork F2 surface finish"," m²",20,null,0]
{"$rows_empty":38}
["TOTAL CARRIED FORWARD TO SUMMARY ",{"$nulls":4},0]

{"sheet":"3100","index":12,"n_rows":56,"n_cols":6,"rows_kept":56,"merged":[[55,0,55,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[3100,"BORROW MATERIALS"]
[]
[31.01,"Excess overburden (Provisional)","m³",400,null,0]
[]
[31.03,"Finishing-off borrow areas in:"]
[]
[null,"(a) Hard material","ha",1,null,0]
[]
[null,"(b) Intermediate material","ha",0.5,null,0]
[]
[null,"(c) Soft material","ha",0.5,null,0]
{"$rows_empty":42}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"3300","index":13,"n_rows":53,"n_cols":6,"rows_kept":53,"merged":[[52,0,52,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[3300,"EARTHWORKS AND PAVEMENT LAYERS OF GRAVEL OR CRUSHED STONE"]
[]
["33.01","Cut and borrow to fill, including free-haul up to 0,5 km:"]
[]
[null,"(a) Material in compacted layer thickness of 200mm and less:   "]
[]
[null,"(ii) Compacted to 93% of modified AASHTO density ","m3",868,null,0]
[]
[null,"(e) 200mm thick foundation improvement pioneer layer comprising 19mm (or finer) stone aggregate placed on and entirely encased or wrapped in bidim grade A4 geofabric or similar approved heavy geofabric","m3",820,null,0]
[]
["33.03\n","Extra over item 33.01 for excavating and breaking down material in:"]
[]
[null,"(a) Intermediate excavation","m3",445,null,0]
[]
[null,"b) Hard Excavation","m3",420,null,0]
[]
[null,"c) Boulder Excavation Class A","m3",425,null,0]
[]
[null,"d) Bolder Excavation Class B","m3",400,null,0]
[]
["33.04","Cut to spoil, including freehaul up to 0.5 km. Material obtained from:"]
[]
[null,"(a) Soft excavation","m3",4583,null,0]
[]
[null,"(b) Intermediate","m3",2107,null,0]
[]
[null,"(c) Hard excavation","m3",484.5,null,0]
[]
[33.07,"Removal of unsuitable material (including free-haul of 0,5 km):"]
[]
[null,"(a) In layer thicknesses of 200 mm and less:"]
[]
[null,"(i) Stable material","m3",372,null,0]
[]
[null,"(b) In layer thicknesses exceeding 200mm:"]
[]
[null,"(i) Stable material","m3",496,null,0]
[]
[33.1,"Roadbed preparation and the compaction of Material:"]
[]
[null,"(a) Compaction to 90% of modified AASHTO density","m3",1230,null,0]
[]
[33.13,"Finishing-off cut slopes and fill slopes:"]
[]
[null,"(a) Cut Slopes","m2",378.3,null,0]
[]
[null,"(b) Fill Slopes","m2",315.25,null,0]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"3400 ","index":14,"n_rows":51,"n_cols":6,"rows_kept":51,"merged":[[50,0,50,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[3400,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
["B34,01","Pavement layers constructed from gravel taken from cut or borrow, including, material hauled in excess of 10 km free-haul:"]
[]
[null,"a) Gravel selected layer compacted to:"]
[]
[null,"(i) 93% of modified AASHTO denstity (G9 quality gravel material 150mm thick)","m3",1173,null,0]
[]
["B34,03","Pavement layers constructed from gravel taken from commercial sources, including all haulage:"]
[]
[null,"b) Gravel selected layer compacted to:"]
[]
[null,"(i) 95% of modified AASHTO denstity (G7 quality gravel material 150mm thick)","m3",1116,null,0]
[]
[null," c) Gravel subbase (unstabilized gravel) compacted to:"]
[]
[null,"(i) 98% of modified AASHTO denstity (G5 quality gravel material 250mm thick)","m3",1060,null,0]
{"$rows_empty":31}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"3500","index":15,"n_rows":50,"n_cols":6,"rows_kept":50,"merged":[[5,11,5,13],[49,0,49,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[3500,"STABILIZATION"]
[]
["B35,01","Chemical stabilization (150mm thick wearing coarse layer) extra over unstabilized compacted layers. The Tendered rate shall include mixing material with stablizing agent, compaction and application of water for curing                        ","m3",1060,null,0]
[]
["35.02","Chemical stabilizing agent:"]
[]
[null,"(a) Ordinary portland cement","t",99.006,null,0]
{"$rows_empty":40}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"3600","index":16,"n_rows":49,"n_cols":6,"rows_kept":49,"merged":[[48,0,48,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[3600,"CRUSHED-STONE BASE"]
[null,""]
[36.01,"Crushed-stone base:"]
[null,""]
[null,"a)Constructed from type G2 material obtained from commercial sources including all haulage compacted to 105% Mod. AASHTO density, 150mm thick ","m³",{"v":1003,"d":"1003.00"},null,0]
[]
[36.01,"Crushed-stone base:"]
[null,""]
[null,"a)Constructed from type G4 material obtained from commercial sources including all haulage compacted to 98% Mod. AASHTO density, 150mm thick ","m³",{"v":901.5,"d":"901.50"},null,0]
{"$rows_empty":36}
[null,""]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"4100","index":17,"n_rows":55,"n_cols":6,"rows_kept":55,"merged":[[6,7,6,11],[54,0,54,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[4100,"PRIME COAT"]
[null,""]
[41.01,"Prime Coat:"]
[null,""]
[null,"b) Quick drying RTH 1/4P tar prime","litre",4680,null,0]
[]
[null,""]
[null,""]
[null,""]
[null,""]
{"$rows_empty":41}
[null,""]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"4200","index":18,"n_rows":56,"n_cols":6,"rows_kept":56,"merged":[[55,0,55,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[4200," ASPHALT BASE AND SURFACING"]
[]
[42.02,"Asphalt surfacing:"]
[null,""]
[null,"(a) 40mm Asphalt Surfacing, medium","m²",6355,null,0]
[null,""]
[42.04,"Tack coat of 30% stable-grade emulsion","l",3680,null,0]
[null,""]
[42.08,"100mm cores in asphalt paving","No.",5,null,0]
[]
["B42.24","Construction of  500mm wide and 100mm thickness Traffic Calming Devices (speed humps)","m",25,null,0]
{"$rows_empty":41}
[null,""]
["TOTAL CARRIED FORWARD TO SUMMARY"]

{"sheet":"5200","index":19,"n_rows":59,"n_cols":6,"rows_kept":59,"merged":[[8,6,24,8],[58,0,58,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[5200,"GABIONS"]
[]
["52.01","Foundation trench excavation and backfilling:"]
[null,""]
[null,"(b) In all other classes of materials","m³",18,null,0]
[]
[null,"Surface preparation for bedding the gabions","m²",52,null,0]
[]
["52.02","Gabions:"]
[]
["52.03","(a) Galvanized gabion boxes:"]
[]
[null,"(i) Length 2m, Width 1m, Depth 1m and nominal diameter of mesh wire 2.7mm, mesh size 80mm x 100mm","m³",12,null,0]
[]
[]
[null,"(c) Galvanized gabion mattresses:"]
[]
[null,"(ii) Length 2m, Width 2m, depth 0.30mm, mesh size 80 x 100mm nominal diameter of mesh size 2,2mm, and 1m diaphragm spacing.","m³",12,null,0]
[]
[52.04,"Filter fabric:"]
[]
[null,"(a) Filter fabric (kaytech grade A4 or similar)","m²",48,null,0]
{"$rows_empty":34}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5500","index":20,"n_rows":54,"n_cols":6,"rows_kept":54,"merged":[[53,0,53,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[5500,"FENCING"]
[null,""]
["B55,04","Moving existing fences and gates:"]
[null,""]
[null,"(a) Fences","km",2.522,null,0]
{"$rows_empty":46}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5600","index":21,"n_rows":57,"n_cols":6,"rows_kept":57,"merged":[[8,6,22,8],[56,0,56,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[5600,"ROAD SIGNS"]
[]
[56.01,"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 construction from:"]
[]
[null,"(a) Aluminium sheet (2,0 mm thick):"]
[]
[null,"(i) Area not exceeding 2 m2","m2",12.5,null,0]
[]
[56.02,"Extra over item 56.01 for using:"]
[]
[null,"(a) Background of retro-reflactive material:"]
[]
[null,"(i) Class l","m2",12.5,null,0]
[]
[null,"(b) Lettering, symbols, numbers, arrows, emblems and borders of retro-reflective material:"]
[]
[null,"(i) Class ll","m2",12.5,null,0]
[]
[56.03,"Road sign supports (overhead road sign structures excluded):"]
[]
[null,"(b) Timber (100mm dia. Treated poles)","m",20,null,0]
{"$rows_empty":33}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5700","index":22,"n_rows":57,"n_cols":6,"rows_kept":57,"merged":[[56,0,56,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[5700,"ROAD MARKINGS"]
[null,""]
[57.02,"Retro-reflective road-marking paint:"]
[null,""]
[null,"(a) White lines (broken or unbroken):"]
[]
[null,"(i)100 mm wide","km",1.261,null,0]
[null,""]
[null,"(d) White lettering and symbols","m²",150,null,0]
[null,""]
[57.06,"Setting out and premarking the lines (excluding traffic-island markings, lettering and symbols)","km",1.261,null,0]
{"$rows_empty":43}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5800","index":23,"n_rows":57,"n_cols":6,"rows_kept":57,"merged":[[56,0,56,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[5800,"LANDSCAPING AND PLANTING PLANTS"]
[null,""]
[58.01,"Trimming"]
[]
[null,"(b) Hand trimming","m2",3783,null,0]
[]
["B58.03","Preparing the areas for grassing:"]
[]
["  ","(c) Topsoiling within the road reserve, where the following materials are used:"]
[]
["   ","(ii) Topsoil obtained from other sources by the contractor (free-haul 1,0 km)"," m³",283.725,null,0]
[]
["  ","(e) Providing and applying chemical fertilisers and/or soil-improvement material:","Prov. Sum",1,{"v":20000,"d":"R20,000.00"},{"v":20000,"d":"R20,000.00"}]
[]
[58.04,"Grassing:"]
[]
[null,"(b) Sodding by using the following type of sods:"]
[]
["  ","(i) Nursery sods using cynodon","m2",3783,null,0]
[]
[58.06,"Watering the  already planted grass, trees and shrubs during periods of drought experienced during the growing season","kl",500,null,0]
{"$rows_empty":33}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":20000,"d":"R20,000.00"}]

{"sheet":"5900","index":24,"n_rows":62,"n_cols":6,"rows_kept":62,"merged":[[61,0,61,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[5900,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[null,""]
[59.01,"Finishing the road and road reserve:"]
[null,""]
[null,"(a) Single carriageway road","km",1.261,null,0]
{"$rows_empty":54}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"SUMMARY ROAD1","index":25,"n_rows":40,"n_cols":3,"rows_kept":40,"merged":[[0,0,0,2],[39,0,39,1]],"flags":["formulas_cached_only"]}
["ROAD 1"]
["SECTIONS","DESCRIPTION","AMOUNT (RAND)"]
[]
[1600,"OVERHAUL",0]
[]
[1700,"CLEARING AND GRUBBING",0]
[]
[2100,"DRAINS",0]
[]
[2200,"PREFABRICATED CULVERTS",0]
[]
[2300,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS",0]
[]
[3100,"BORROW MATERIALS",0]
[]
[3300,"EARTHWORKS AND PAVEMENT LAYERS OF GRAVEL OR CRUSHED STONE",0]
[]
[3400,"PAVEMENT LAYERS OF GRAVEL MATERIAL",0]
[]
[3500,"STABILIZATION",0]
[]
[3600,"CRUSHED-STONE BASE",0]
[]
[4100,"PRIME COAT",0]
[]
[4200," ASPHALT BASE AND SURFACING",0]
[]
[5200,"GABIONS",0]
[]
[5500,"FENCING",0]
[]
[5600,"ROAD SIGNS",0]
[]
[5700,"ROAD MARKINGS",0]
[]
[5800,"LANDSCAPING AND PLANTING PLANTS",{"v":20000,"d":"R20,000.00"}]
[]
[5900,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",0]
[]
["SUMMARY (ROAD 1)",null,{"v":20000,"d":"R20,000.00"}]

{"sheet":"1600 (2)","index":26,"n_rows":62,"n_cols":6,"rows_kept":62,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[61,0,61,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[1600,"OVERHAUL"]
[]
[16.02,"Overhaul on material hauled in excess of 1.0km (ordinary overhaul)","m³.km",13810,null,0]
{"$rows_empty":55}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"1700 (2)","index":27,"n_rows":55,"n_cols":6,"rows_kept":55,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[54,0,54,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[1700,"CLEARING AND GRUBBING"]
[]
[17.01,"Clearing and Grubbing","ha",0.168,null,0]
[]
[17.05,"Clearing out of hydraulic structures:"]
[]
[null,"(a) Pipes with an internal diameter up to and including 750mm","m³",10,null,0]
[]
[null,"(b) Pipes with an internal diameter exceeding 750mm","m³",5,null,0]
[]
[17.07,"Mechanical cleaning of hydraulic structures, pipes and portal culverts","hr",120,null,0]
{"$rows_empty":40}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"2100 (2)","index":28,"n_rows":52,"n_cols":13,"rows_kept":52,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[51,0,51,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[2100,"DRAINS"]
[]
[21.03,"Excavation for subsoil drainage systems:"]
[]
[null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,"(i) 0m up to 1.5m","m³",180,null,0]
[]
[null,"(ii) Exceeding 1.5m and up to 3m","m³",60,null,0]
[]
[null,"(b) Extra over sub-item 21.03 (a) for excavation in hard material, irrespective of depth","m³",30,null,0]
[]
[21.04,"Impermeable backfilling to subsoil drainage systems","m³",24,null,0]
[]
["21.06","Natural permeable material in subsoil drainage systems (crushed stone):"]
[]
[null,"(b) Crushed stone obtained from commercial sources (19.0mm)","m³",24,null,0]
[]
[21.07,"Natural permeable material in subsoil drainage systems (sand):"]
[]
[null,"(b) Sand from commercial sources (fine)","m³",24,null,0]
[]
[21.08,"Pipes in subsoil drainage systems:"]
[]
[null,"(a) 100mm Internal diameter, perforated uPVC pipes and fittings, normal duty, complete with couplings","m",300,null,0]
[]
[null,"Grade 2 or similar approved synthetic-fibre filter fabric"," m²",840,null,0]
[]
["2.12","Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes  for subsoil drainage systems:"]
[]
[null,"(d) Cleaning eyes","No.",3,null,0]
[]
[2.13,"Concrete caps for sub-soil drains pipes","No.",3,null,0]
[]
[21.15,"Overhaul for material hauled in excess of 1,0 km free-haul (normal overhaul)","m³-km",{"v":1080,"d":"1,080"},null,0,{"$nulls":6},0]
[]
[21.17,"Test flushing of pipe subsoil drains","m",300,null,0]
[]
[21.19,"Selected backfill material under concrete – lined side  drains compacted to 93% of modified AASHTO density","m³",24,null,0]
{"$rows_empty":9}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"2200 (2)","index":29,"n_rows":85,"n_cols":6,"rows_kept":85,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[13,6,13,8],[64,0,64,4],[66,0,66,4],[84,0,84,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[2200,"PREFABRICATED CULVERTS"]
[]
[22.01,"Excavation:"]
[]
[null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[null,"i) 0m up to 1.5m","m3",1710,null,0]
[]
[null,"ii) Exceeding 1.5m and up to 3.0m","m3",750,null,0]
[]
[null,"(b) Extra-over sub-item 22.01(a) for excavation in hard material, irrespective of depth","m3",437.5,null,0]
[]
[22.02,"Backfilling:"]
[]
[null,"a) Using excavated material","m3",1340,null,0]
[]
[null,"b) Using imported selected material","m3",1210,null,0]
[]
[22.03,"Concrete pipe culverts:"]
[]
[null,"c) On class C bedding:"]
[]
[null,"(i) 450mm dia. Spigot and Socket Class 100D with Rubber Collars","m",10,null,0]
[]
[null,"(ii) 600mm dia. Spigot and Socket Class 100D with Rubber Collars","m",480,null,0]
[]
[null,"(ii) 900mm dia. Spigot and Socket Class 100D with Rubber Collars","m",320,null,0]
[]
[22.12,"Removing existing concrete:"]
[]
[null,"(a) Plain concrete","m³",15,null,0]
[]
[null,"(b) Reinforced concrete","m³",20,null,0]
[]
[null,"(c) Brickwork","m³",35,null,0]
[]
[22.17,"Manholes, Catchpits, Precast inlet and outlet structures complete:"]
[]
[null,"(b) Catchpits As per std Detail SD 0703/A including transitions and 1,2m x 1,2m cover slabs and splay side inlet. Type S1 and D1:"]
[]
[null,"(i) 450 diameter pipes","No.",4,null,0]
[]
[null,"(ii) 600 diameter pipes","No.",8,null,0]
[]
[null,"(iii) 900 diameter pipes","No.",6,null,0]
[]
[null,"c) Headwalls (As per Dwg No SD 0406):"]
[]
[null,"(i) 450 diameter pipes","No.",4,null,0]
[]
[null,"(ii) 600 diameter pipes","No.",4,null,0]
[]
[null,"(iii) 900 diameter pipes","No.",4,null,0]
[]
[22.13,"Removing and stacking existing prefabricated culverts:"]
[]
[null,"(i) 450mm diameter concrete pipes","m",10,null,0]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD ",{"$nulls":4},0]
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["TOTAL BROUGHT FORWARD",{"$nulls":4},0]
[]
[null,"(ii) 600mm diameter concrete pipes","m",12,null,0]
[]
[null,"(ii) 750mm diameter concrete pipes","m",12,null,0]
[]
[null,"(ii) 900mm diameter concrete pipes","m",12,null,0]
[]
[22.25,"Overhaul on excavated material carted to spoil, backfill material (but excluding Portland cement in the case of soil cement), existing structures demolished and removed to spoil, and removing and relaying, and removing and stacking existing prefabricated culverts, for haul in excess of the free-haul distance","m³-km",3410,null,0]
[]
[22.26,"Hand excavation to determine the positions of existing services","m³",50,null,0]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD TO SUMMARY ",{"$nulls":4},0]

{"sheet":"2300 (2)","index":30,"n_rows":62,"n_cols":6,"rows_kept":62,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[61,0,61,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[2300,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
[23.01," Concrete kerb-channel combination:"]
[]
[null,"(a) 500mm wide combined precast kerb to SABS 927 (Figure 6) and cast in situ channel (Refer to SD 0701/A)","m",1680,null,0]
[]
[23.03,"Concrete chutes"]
[]
[null,"(a) Cast insitu open chute (as per SD 0605/A) with Class 20/19 concrete and Wire Mash Ref 395","m",20,null,0]
[]
[23.04,"Cast in situ concrete chutes:"]
[]
[null,"(a) Concrete Class 20/19)"," m³",4.59,null,0]
[]
[null,"(b) Formwork F2 surface finish"," m²",20,null,0]
{"$rows_empty":43}
["TOTAL CARRIED FORWARD TO SUMMARY ",{"$nulls":4},0]

{"sheet":"3300 (2)","index":31,"n_rows":52,"n_cols":6,"rows_kept":52,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[51,0,51,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[3300,"EARTHWORKS AND PAVEMENT LAYERS OF GRAVEL OR CRUSHED STONE"]
[]
["33.01","Cut and borrow to fill, including free-haul up to 0,5 km:"]
[]
[null,"(a) Material in compacted layer thickness of 200mm and less:   "]
[]
[null,"(ii) Compacted to 93% of modified AASHTO density ","m3",236,null,0]
[]
[null,"(e) 200mm thick foundation improvement pioneer layer comprising 19mm (or finer) stone aggregate placed on and entirely encased or wrapped in bidim grade A4 geofabric or similar approved heavy geofabric","m3",696,null,0]
[]
["33.03\n","Extra over item 33.01 for excavating and breaking down material in:"]
[]
[null,"(a) Intermediate excavation","m3",320,null,0]
[]
[null,"b) Hard Excavation","m3",220,null,0]
[]
[null,"c) Boulder Excavation Class A","m3",315,null,0]
[]
[null,"d) Bolder Excavation Class B","m3",600,null,0]
[]
["33.04","Cut to spoil, including freehaul up to 0.5 km. Material obtained from:"]
[]
[null,"(a) Soft excavation","m3",2545,null,0]
[]
[null,"(b) Intermediate","m3",2005,null,0]
[]
[null,"(c) Hard excavation","m3",352,null,0]
[]
[33.07,"Removal of unsuitable material (including free-haul of 0,5 km):"]
[]
[null,"(a) In layer thicknesses of 200 mm and less:"]
[]
[null,"(i) Stable material","m3",118,null,0]
[]
[null,"(b) In layer thicknesses exceeding 200mm:"]
[]
[null,"(i) Stable material","m3",118,null,0]
[]
[33.1,"Roadbed preparation and the compaction of Material:"]
[]
[null,"(a) Compaction to 90% of modified AASHTO density","m3",750,null,0]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD TO SUMMARY ",{"$nulls":4},0]

{"sheet":"3400  (2)","index":32,"n_rows":60,"n_cols":6,"rows_kept":60,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[59,0,59,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[3400,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
["B34,03","Pavement layers constructed from gravel taken from commercial sources, including all haulage:"]
[]
[null,"b) Gravel selected layer compacted to:"]
[]
[null,"(i) 95% of modified AASHTO denstity (G7 quality gravel material 150mm thick)","m3",780,null,0]
[]
[null," c) Gravel subbase (unstabilized gravel) compacted to:"]
[]
[null,"(i) 98% of modified AASHTO denstity (G5 quality gravel material 250mm thick)","m3",710,null,0]
{"$rows_empty":45}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"3500 (2)","index":33,"n_rows":58,"n_cols":6,"rows_kept":58,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[5,11,5,13],[57,0,57,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[3500,"STABILIZATION"]
[]
["B35,01","Chemical stabilization (150mm thick wearing coarse layer) extra over unstabilized compacted layers. The Tendered rate shall include mixing material with stablizing agent, compaction and application of water for curing                        ","m3",710,null,0]
[]
["35.02","Chemical stabilizing agent:"]
[]
[null,"(a) Ordinary portland cement","t",86.221,null,0]
{"$rows_empty":48}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"3600 (2)","index":34,"n_rows":54,"n_cols":6,"rows_kept":54,"merged":[[53,0,53,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[3600,"CRUSHED-STONE BASE"]
[null,""]
[36.01,"Crushed-stone base:"]
[null,""]
[null,"a)Constructed from type G2 material obtained from commercial sources including all haulage compacted to 105% Mod. AASHTO density, 150mm thick ","m³",670,null,0]
[]
[36.01,"Crushed-stone base:"]
[null,""]
[null,"a)Constructed from type G4 material obtained from commercial sources including all haulage compacted to 98% Mod. AASHTO density, 150mm thick ","m³",660,null,0]
{"$rows_empty":41}
[null,""]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"3800","index":35,"n_rows":68,"n_cols":6,"rows_kept":68,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[11,7,11,11],[67,0,67,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[3800,"BREAKING UP EXISTING PAVEMENT LAYERS"]
[]
["38.01","Milling out existing bituminous material with an average milling depth:"]
[]
[null,"(a) Not exceeding 60 mm","m³",200,null,0]
[null,""]
[38.04,"Excavating and spoiling material from an existing pavement and/or the underlying fill:"]
[null,""]
[null,"a) Non-cemented material","m³",1490,null,0]
[]
[null,"b) Cemented material","m³",1490,null,0]
[null,""]
[null,"c) crushed material","m³",1490,null,0]
[null,""]
{"$rows_empty":49}
[null,""]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"4100 (2)","index":36,"n_rows":64,"n_cols":6,"rows_kept":64,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[7,7,7,11],[63,0,63,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[4100,"PRIME COAT"]
[null,""]
[41.01,"Prime Coat:"]
[null,""]
[null,"b) Quick drying RTH 1/4P tar prime","litre",3120,null,0]
[]
[null,""]
[null,""]
[null,""]
[null,""]
{"$rows_empty":49}
[null,""]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"4200 (2)","index":37,"n_rows":58,"n_cols":6,"rows_kept":58,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[57,0,57,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[4200," ASPHALT BASE AND SURFACING"]
[]
[42.02,"Asphalt surfacing:"]
[null,""]
[null,"(a) 40mm Asphalt Surfacing, medium","m²",4237.5,null,0]
[null,""]
[42.04,"Tack coat of 30% stable-grade emulsion","l",2450,null,0]
[null,""]
[42.08,"100mm cores in asphalt paving","No.",4,null,0]
[]
["B42.24","Construction of  500mm wide and 100mm thickness Traffic Calming Devices (speed humps)","m",20,null,0]
{"$rows_empty":42}
[null,""]
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5200 (2)","index":38,"n_rows":60,"n_cols":6,"rows_kept":60,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[9,6,24,8],[59,0,59,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[5200,"GABIONS"]
[]
["52.01","Foundation trench excavation and backfilling:"]
[null,""]
[null,"(b) In all other classes of materials","m³",52,null,0]
[]
[null,"Surface preparation for bedding the gabions","m²",120,null,0]
[]
["52.02","Gabions:"]
[]
["52.03","(a) Galvanized gabion boxes:"]
[]
[null,"(i) Length 2m, Width 1m, Depth 1m and nominal diameter of mesh wire 2.7mm, mesh size 80mm x 100mm","m³",80,null,0]
[]
[null,"(c) Galvanized gabion mattresses:"]
[]
[null,"(ii) Length 2m, Width 2m, depth 0.30mm, mesh size 80 x 100mm nominal diameter of mesh size 2,2mm, and 1m diaphragm spacing.","m³",12,null,0]
[]
[52.04,"Filter fabric:"]
[]
[null,"(a) Filter fabric (kaytech grade A4 or similar)","m²",184,null,0]
{"$rows_empty":35}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5600 (2)","index":39,"n_rows":58,"n_cols":6,"rows_kept":58,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[9,6,23,8],[57,0,57,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[5600,"ROAD SIGNS"]
[]
[56.01,"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 construction from:"]
[]
[null,"(a) Aluminium sheet (2,0 mm thick):"]
[]
[null,"(i) Area not exceeding 2 m2","m2",8,null,0]
[]
[56.02,"Extra over item 56.01 for using:"]
[]
[null,"(a) Background of retro-reflactive material:"]
[]
[null,"(i) Class l","m2",8,null,0]
[]
[null,"(b) Lettering, symbols, numbers, arrows, emblems and borders of retro-reflective material:"]
[]
[null,"(i) Class ll","m2",8,null,0]
[]
[56.03,"Road sign supports (overhead road sign structures excluded):"]
[]
[null,"(b) Timber (100mm dia. Treated poles)","m",15,null,0]
{"$rows_empty":33}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5700 (2)","index":40,"n_rows":59,"n_cols":6,"rows_kept":59,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[58,0,58,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[5700,"ROAD MARKINGS"]
[null,""]
[57.02,"Retro-reflective road-marking paint:"]
[null,""]
[null,"(a) White lines (broken or unbroken):"]
[]
[null,"(i)100 mm wide","km",0.84,null,0]
[]
[null,"(d) White lettering and symbols","m²",100,null,0]
[null,""]
[57.06,"Setting out and premarking the lines (excluding traffic-island markings, lettering and symbols)","km",0.84,null,0]
{"$rows_empty":44}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"5800 (2)","index":41,"n_rows":62,"n_cols":6,"rows_kept":62,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[61,0,61,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[5800,"LANDSCAPING AND PLANTING PLANTS"]
[null,""]
[58.01,"Trimming"]
[]
[null,"(b) Hand trimming","m2",2520,null,0]
[]
["B58.03","Preparing the areas for grassing:"]
[]
["  ","(c) Topsoiling within the road reserve, where the following materials are used:"]
[]
["   ","(ii) Topsoil obtained from other sources by the contractor (free-haul 1,0 km)"," m³",189,null,0]
[]
["  ","(e) Providing and applying chemical fertilisers and/or soil-improvement material:","Prov. Sum",1,{"v":15000,"d":"R15,000.00"},15000]
[]
[58.04,"Grassing:"]
[]
[null,"(b) Sodding by using the following type of sods:"]
[]
["  ","(i) Nursery sods using cynodon","m2",2520,null,0]
[]
[58.06,"Watering the  already planted grass, trees and shrubs during periods of drought experienced during the growing season","kl",500,null,0]
{"$rows_empty":37}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"v":15000,"d":"R15,000.00"}]

{"sheet":"5900 (2)","index":42,"n_rows":63,"n_cols":6,"rows_kept":63,"merged":[[0,0,1,0],[0,1,1,1],[0,2,1,2],[0,3,1,3],[0,4,1,4],[0,5,1,5],[62,0,62,4]],"flags":["formulas_cached_only"]}
["ITEM NO","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[]
[5900,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[null,""]
[59.01,"Finishing the road and road reserve:"]
[null,""]
[null,"(a) Single carriageway road","km",0.84,null,0]
{"$rows_empty":54}
["TOTAL CARRIED FORWARD TO SUMMARY",{"$nulls":4},0]

{"sheet":"SUMMARY (2)","index":43,"n_rows":38,"n_cols":3,"rows_kept":38,"merged":[[0,0,0,2],[37,0,37,1]],"flags":["formulas_cached_only"]}
["ROAD 2"]
["SECTIONS","DESCRIPTION","AMOUNT (RAND)"]
[]
[1600,"OVERHAUL",0]
[]
[1700,"CLEARING AND GRUBBING",0]
[]
[2100,"DRAINS",0]
[]
[2200,"PREFABRICATED CULVERTS",0]
[]
[2300,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS",0]
[]
[3300,"EARTHWORKS AND PAVEMENT LAYERS OF GRAVEL OR CRUSHED STONE",0]
[]
[3400,"PAVEMENT LAYERS OF GRAVEL MATERIAL",0]
[]
[3500,"STABILIZATION",0]
[]
[3600,"CRUSHED-STONE BASE",0]
[]
[3800,"BREAKING UP EXISTING PAVEMENT LAYERS",0]
[]
[4100,"PRIME COAT",0]
[]
[4200," ASPHALT BASE AND SURFACING",0]
[]
[5200,"GABIONS",0]
[]
[5600,"ROAD SIGNS",0]
[]
[5700,"ROAD MARKINGS",0]
[]
[5800,"LANDSCAPING AND PLANTING PLANTS",{"v":15000,"d":"R15,000.00"}]
[]
[5900,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",0]
[]
["SUMMARY (ROAD 2)",null,15000]

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[]
["SECTIONS","DESCRIPTION","AMOUNT"]
[1,"PRELIMINARY AND GENERAL",580000]
[2,"ROAD 1",20000]
[3,"ROAD 2",15000]
["SUB-TOTAL 1:",null,{"v":615000,"d":"R615,000.00"}]
["ADD: 10% CONTINGENCIES",null,61500]
["SUB-TOTAL 2: ",null,{"v":676500,"d":"R676,500.00"}]
["ADD: 15% VAT",null,101475]
["TOTAL CARRIED FORWARD TO FORM OF OFFER \n",null,{"v":777975,"d":"R777,975.00"}]