{"text_format":"3","workbook":"xlsx","n_sheets":2,"sheets":["Schedule 1","Summary"],"not_rendered":{"defined_names":1,"comments":1},"read":"whole","date_system":"1900"}

{"sheet":"Schedule 1","index":0,"n_rows":1542,"n_cols":14,"rows_kept":1542,"merged":[[0,1,0,3],[77,1,77,6],[210,1,210,6],[300,1,300,6],[356,1,356,6],[414,1,414,6],[455,1,455,6],[563,1,563,6],[655,1,655,6],[717,1,717,6],[767,1,767,6],[809,1,809,6],[868,1,868,6],[926,1,926,6],[988,1,988,6],[1032,1,1032,6],[1085,1,1085,6],[1134,1,1134,6],[1179,1,1179,6],[1236,1,1236,6],[1290,1,1290,6],[1350,1,1350,6],[1408,1,1408,6],[1458,1,1458,6],[1514,1,1514,6],[1515,1,1515,7],[1516,1,1516,2],[1516,3,1516,6],[1517,1,1517,2],[1517,3,1517,6],[1518,1,1518,2],[1518,3,1518,6],[1519,1,1519,2],[1519,3,1519,6],[1520,1,1520,2],[1520,3,1520,6],[1521,1,1521,2],[1521,3,1521,6],[1522,1,1522,2],[1522,3,1522,6],[1523,1,1523,2],[1523,3,1523,6],[1524,1,1524,2],[1524,3,1524,6],[1525,1,1525,2],[1525,3,1525,6],[1526,1,1526,2],[1526,3,1526,6],[1527,1,1527,2],[1527,3,1527,6],[1528,1,1528,2],[1528,3,1528,6],[1529,1,1529,2],[1529,3,1529,6],[1530,1,1530,2],[1530,3,1530,6],[1531,1,1531,2],[1531,3,1531,6],[1532,1,1532,2],[1532,3,1532,6],[1533,1,1533,2],[1533,3,1533,6],[1534,1,1534,2],[1534,3,1534,6],[1535,1,1535,2],[1535,3,1535,6],[1536,1,1536,2],[1536,3,1536,6],[1537,1,1537,2],[1537,3,1537,6],[1538,1,1538,2],[1538,3,1538,6],[1539,1,1539,2],[1539,3,1539,6],[1540,1,1540,2],[1540,3,1540,6],[1541,0,1541,6]]}
["Rate=G","SCHEDULE 1",{"$nulls":5},"SECTION 1300"]
["<NewDataSet>·  <xs:schema id=\"NewDataSet\" xmlns=\"\" xmlns:xs=\"http://www.w3.org/2001/XMLSchema\" xmlns:msdata=\"urn:schemas-microsoft-com:xml-msdata\">·    <xs:element name=\"NewDataSet\" msdata:IsDataSet=\"true\" msdata:MainDataTable=\"SummaryItems\" msdata:UseCurrentLocale=\"true\">·      <xs:complexType>·        <xs:choice minOccurs=\"0\" maxOccurs=\"unbounded\">·          <xs:element name=\"SummaryItems\">·            <xs:complexType>·              <xs:sequence>·                <xs:element name=\"ContractNo\" type=\"xs:short\" minOccurs=\"0\" />·                <xs:element name=\"ScheduleNo\" type=\"xs:short\" minOccurs=\"0\" />·                <xs:element name=\"SortNo\" type=\"xs:short\" minOccurs=\"0\" />·                <xs:element name=\"Item\" type=\"xs:string\" minOccurs=\"0\" />·                <xs:element name=\"Description\" type=\"xs:string\" minOccurs=\"0\" />·                <xs:element name=\"CalcType\" type=\"xs:string\" minOccurs=\"0\" />·                <xs:element name=\"CalcValue\" type=\"xs:double\" minOccurs=\"0\" />·                <xs:element name=\"UseFirstSubTotal\" type=\"xs:boolean\" minOccurs=\"0\" />·              </xs:sequence>·            </xs:complexType>·          </xs:element>·        </xs:choice>·      </xs:complexType>·    </xs:element>·  </xs:schema>·</NewDataSet>","ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[199,"13.00",null,"CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
[]
[200,"13.01",null,"Contractor's general obligations"]
[201,null,null,"(a) Fixed obligations ","L/Sum",{"v":1,"d":" 1"}]
[]
[202,null,null,"(b) Value-related obligations  ","L/Sum",{"v":1,"d":" 1"}]
[]
[203,null,null,"(c) Time-related obligations","Month",{"v":18,"d":" 18"}]
[]
[204,"B13.02",null,"Training, transport and community liaison:"]
[205,null,null,"(a) Training:"]
[]
[206,null,null,"(i) Provisional sum for training allowance to be paid to targeted labour when undergoing formal training.","Prov Sum",{"v":1,"d":" 1"},{"v":500000,"d":"R500,000.00"},{"$f":"F15*G15","v":{"v":500000,"d":"R500,000.00"}}]
[207,null,null,"(ii) Handling cost and profit in respect of item B13.02(a)(i) above (state % and extend as an amount)","%",{"$f":"H15","v":{"v":500000,"d":"500 000"}}]
[]
[2556,null,null,"(b) Transport:"]
[208,null,null,"(i) Provisional sum for transport and accommodation of workers for training where it is not possible to undertake the training in close proximity to the site.","Prov Sum",{"v":1,"d":" 1"},{"v":180000,"d":"R180,000.00"},{"$f":"F19*G19","v":{"v":180000,"d":"R180,000.00"}}]
[]
[209,null,null,"(ii) Handling cost and profit in respect of item B13.02(b)(i) above (state % and extend as an amount)","%",{"$f":"H19","v":{"v":180000,"d":"180 000"}}]
[]
[210,null,null,"(c) Community liaison:"]
[]
[211,null,null,"(i) Remuneration for community liaison officer","Prov.sum",{"v":1,"d":" 1"},{"$f":"8900*24","v":{"v":213600,"d":"R213,600.00"}},{"$f":"F25*G25","v":{"v":213600,"d":"R213,600.00"}}]
[]
[{"$nulls":3},"(ii) Remuneration for Project Steering Committee","Prov.sum",{"v":1,"d":" 1"},{"$f":"10000*24","v":{"v":240000,"d":"R240,000.00"}},{"$f":"G27*F27","v":{"v":240000,"d":"R240,000.00"}}]
[]
[212,null,null,"(iii) Handling cost and profit in respect of item B13.02(c)(i) and item B13.02(c)(ii) above (state % and extend as an amount)","%",{"$f":"H27","v":{"v":240000,"d":"240 000"}}]
[]
[213,"B13.03",null,"Contract nameboard:"]
[214,null,null,"(a) Supply and erect four (4) contract nameboards","L/Sum",{"v":4,"d":" 4"}]
[]
[218,"13/22.26",null,"Hand excavation to determine the positions of existing services","m³",{"v":250,"d":" 250"}]
[]
[226,"B13.04",null,"Relocation of water network:"]
[227,null,null,"(a) Provisional sum for the relocation of the existing water network","Prov.sum",{"v":1,"d":" 1"},{"v":1800000,"d":"R1,800,000.00"},{"$f":"F37*G37","v":{"v":1800000,"d":"R1,800,000.00"}}]
[]
[2562,null,null,"(b) Handling cost and profit in respect of item B13.04(a) above (state % and extend as an amount)","%",{"$f":"H37","v":{"v":1800000,"d":"1800 000"}}]
[null," TOTAL CARRIED FORWARD"]
[{"$nulls":7},"SECTION 1300"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[null," BROUGHT FORWARD"]
[766,"B13.05",null,"Relocation of electrical stand connections"]
[764,null,null,"(a) Provisional sum for the removal and re-installation of electrical stand connections and bulk electrical lines","Prov.sum",{"v":1,"d":" 1"},{"v":3200000,"d":"R3,200,000.00"}]
[]
[2563,null,null,"(b) Handling cost and profit in respect of item B13.05(a) above (state % and extend as an amount)",null,{"$f":"H45","v":{"v":0,"d":" 0"}}]
[]
[229,"B13.06",null,"Occupational Health & Safety:"]
[230,null,null,"(a) Preparation of a Health and Safety Plan","Sum",{"v":1,"d":" 1"}]
[]
[231,null,null,"(b) Compilation of a Risk Assessment prior to construction","Sum",{"v":1,"d":" 1"}]
[]
[232,null,null,"(c) Health and Safety Induction Training of employees","Sum",{"v":1,"d":" 1"}]
[]
[233,null,null,"(d) Compilation and the keeping up to date of a Health and Safety file, which shall include all documentation required in terms of the Act","Sum",{"v":1,"d":" 1"}]
[]
[234,null,null,"(e) Implementation of the Health and Safety Plan over the entire construction period","Month",{"v":18,"d":" 18"}]
[]
[2559,"B13.07"]
[2560]
[]
[2561]
{"$rows_empty":14}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 1400"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[237,"14.00",null,"HOUSING, OFFICES AND LABORATORY FOR THE ENGINEER'S SITE PERSONNEL"]
[]
[238,"14.01",null,"Office and laboratory accommodation (Including glass wool ceiling insulation)"]
[239,null,null,"(a) Offices (Interior floor space of Engineers Office and Boardroom)","m²",{"v":61,"d":" 61"}]
[]
[240,null,null,"(b) Laboratory (Interior floor space of Laboratory Block)","m²",{"v":108,"d":" 108"}]
[]
[241,null,null,"(c) Open concrete working floors, 150 mm thick","m²",{"v":55,"d":" 55"}]
[]
[242,null,null,"(d) Roofs over open concrete working floors","m²",{"v":52,"d":" 52"}]
[]
[243,null,null,"(e) Ablution units"]
[]
[767,null,null,"(i) Ablution at Engineers Office","m²",{"v":9,"d":" 9"}]
[]
[768,null,null,"(ii) Ablution Block","m²",{"v":35,"d":" 35"}]
[]
[244,null,null,"(f) Stores (Store room & Cooking Unit)","m²",{"v":22,"d":" 22"}]
[]
[245,"14.02",null,"Office and laboratory furniture"]
[246,null,null,"(a) Chairs","No",{"v":25,"d":" 25"}]
[]
[247,null,null,"(b) Draughtsman's stools","No",{"v":4,"d":" 4"}]
[]
[248,null,null,"(c) High chairs for laboratory","No",{"v":4,"d":" 4"}]
[]
[249,null,null,"(d) Desks, complete with drawers and locks","No",{"v":5,"d":" 5"}]
[]
[250,null,null,"(e) Drawing tables","No",{"v":2,"d":" 2"}]
[]
[251,null,null,"(f) Conference tables","No",{"v":1,"d":" 1"}]
[]
[252,"B14.03",null,"Office and laboratory fittings Installations and equipment (To conform to municipal building regulations where applicable)"]
[253,null,null,"(a) Items measured by number"]
[254,null,null,"(i) 220/250 volt power points","No",{"v":20,"d":" 20"}]
[]
[255,null,null,"(ii) 400/231 volt 3-phase power points","No",{"v":6,"d":" 6"}]
[256,null,null,"(iv) Double 55 watt fluorescent light fittings complete with ballast and tubes","No",{"v":25,"d":" 25"}]
[]
[258,null,null,"(vi) Hand wash basins complete with taps and drains","No",{"v":4,"d":" 4"}]
[259,null,null,"(vii) Laboratory basins complete with swanneck taps and drains","No",{"v":2,"d":" 2"}]
[null," TOTAL CARRIED FORWARD"]
[{"$nulls":7},"SECTION 1400"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[null," BROUGHT FORWARD",{"$nulls":5},{"$f":"H122","v":{"v":0,"d":"R0.00"}}]
[260,null,null,"(viii) Extractor fans installed complete with own power connection","No",{"v":6,"d":" 6"}]
[]
[261,null,null,"(x) Fire extinguishers, 9,0 kg,all purpose dry powder type, complete, mounted on wall with brackets","No",{"v":10,"d":" 10"}]
[]
[262,null,null,"(xi) Air conditioning units with 2,2 kW minimum capacity, mounted and with own power connection","No",{"v":6,"d":" 6"}]
[]
[263,null,null,"(xiii) Curing chamber for UCS specimens, complete with water connection, including the provision of brick partitions, plaster, paint and shelving, all complete according the drawings","No",{"v":1,"d":" 1"}]
[]
[264,null,null,"(xiv) General-purpose steel cupboards with shelves","No",{"v":6,"d":" 6"}]
[]
[265,null,null,"(xv) Steel filing cabinets with drawers","No",{"v":6,"d":" 6"}]
[]
[266,null,null,"(xvi) Refrigerators","No",{"v":3,"d":" 3"}]
[]
[267,null,null,"(xvii) Bookcases","No",{"v":5,"d":" 5"}]
[]
[268,null,null,"(xviii) Voltage stabilizers (UPS)","No",{"v":8,"d":" 8"}]
[]
[269,null,null,"(xix) Steel plan cabinets","No",{"v":2,"d":" 2"}]
[]
[270,null,null,"(xx) Floodlights complete with poles and 20 watts minimum LED bulbs","No",{"v":10,"d":" 10"}]
[]
[271,"B14.03",null,"(b) Prime-cost items and items paid for in a Lump Sum:"]
[277,null,null,"(ix) Provision for cellular phone contracts with 500-minutes airtime allowance. \n","PC Sum",{"v":1,"d":" 1"},{"$f":"1500*24","v":{"v":36000,"d":"R36,000.00"}},{"$f":"F149*G149","v":{"v":36000,"d":"R36,000.00"}}]
[]
[2557,null,null,"(x) Handling cost and profit in respect of sub-item (b)(ix) above (state % and extent as an amount)","%",{"$f":"H149","v":{"v":36000,"d":"36 000"}}]
[]
[2558,"14.03",null,"(c) Items measured by area:"]
[821,null,null,"(iv) Constant-temperature baths (Concrete)","m²",{"v":4,"d":" 4"}]
[]
[822,null,null,"(v) Foundations for laboratory equipment (Concrete)","m²",{"v":2,"d":" 2"}]
[]
[286,"14.04",null,"Car ports"]
[287,null,null,"Car ports, as specifiedon the drawings, at offices and laboratory buildings","No",{"v":6,"d":" 6"}]
[null," TOTAL CARRIED FORWARD"]
[{"$nulls":7},"SECTION 1400"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[null," BROUGHT FORWARD",{"$nulls":5},{"$f":"H160","v":{"v":0,"d":"R0.00"}}]
[null,"14.05",null,"Housing for labourers"]
[289,null,null,"(a) Housing as specified including beds, mattresses, bedside chest, chairs, tables, lockers, electricity, plug points, electrical light fittings, and burglar proofing","No",{"v":6,"d":" 6"}]
[]
[291,null,null,"(c) Cooking unit, complete with stove, basin, concrete working table, shelving, sink and fuel (where applicable)","No",{"v":1,"d":" 1"}]
[]
[296,"14.08",null,"Services"]
[297,null,null,"(a) Services at office and laboratories"]
[]
[298,null,null,"(i) Fixed costs","L/Sum",{"v":1,"d":" 1"}]
[]
[299,null,null,"(ii) Running costs","Month",{"v":24,"d":" 24"}]
[]
[300,"14.10",null,"Provision of photostat facilities","Month",{"v":24,"d":" 24"}]
[]
[301,"B14.11",null,"Survey equipment (For items required refer to B14.11(a) to (l) in the project spesifications)","L/Sum",{"v":1,"d":" 1"}]
{"$rows_empty":32}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 1500"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[303,"15.00",null,"ACCOMMODATION OF TRAFFIC"]
[304,"B15.01",null,"Accommodating traffic and maintaining temporary deviations","km",{"v":10,"d":" 10"}]
[]
[305,"B15.02",null,"Earthworks for temporary deviations"]
[306,null,null,"(a) Shaping of temporary deviations","km",{"v":5,"d":" 5.00"}]
[]
[307,null,null,"(b) Cut and borrow to fill","m³",{"$f":"1000*0.45*6","v":{"v":2700,"d":"2 700"}}]
[]
[308,null,null,"(c) Cut to spoil","m³",{"v":250,"d":" 250"}]
[]
[309,"B15.03",null,"Temporary traffic-control facilities"]
[310,null,"LI","(a) Flagmen","man-day",{"$f":"4*24*22","v":{"v":2112,"d":"2 112"}}]
[]
[311,null,null,"(b) Portable STOP and GO-RY signs","No",{"v":6,"d":" 6"}]
[]
[312,null,null,"(e) Road signs, R- and TR-series, (600mm in diameter)","No",{"v":75,"d":" 75"}]
[]
[313,null,null,"(f) Road signs, TW-series, (1500mm sides)","No",{"v":12,"d":" 12"}]
[]
[314,null,null,"(g) Road signs, STW-, DTG-, TGS- and TG-series (excluding delineators and barricades)","m²",{"v":8,"d":" 8"}]
[]
[315,null,null,"(h) Delineators (DTG50J) (250 mm x 1000 mm):"]
[]
[316,null,null,"(1) Single","No",{"v":150,"d":" 150"}]
[]
[317,null,null,"(2) Mounted back to back","No",{"v":100,"d":" 100"}]
[]
[318,null,null,"(i) Moveable barricade/road sign combination (1.8 m wide x 2.7 m high)","No",{"v":20,"d":" 20"}]
[]
[319,null,null,"(j) Traffic cones (450mm high)","No",{"v":100,"d":" 100"}]
[]
[823,null,null,"(k) Single guardrails attached to posts","m",{"v":220,"d":" 220"}]
[]
[824,null,null,"(l) Movable barriers (Armco)","m",{"v":6,"d":" 6"}]
[]
[825,null,null,"(m) Two-way communication devices (Handheld 5 watt Kirisun radio with one spare battery)","No",{"v":6,"d":" 6"}]
[]
[826,null,null,"(n) Other traffic control measures odered by the engineer"]
[]
[827,null,null,"(i) Provision of other traffic control mesures","Prov Sum",{"v":1,"d":" 1"},{"v":100000,"d":"R100,000.00"},{"v":100000,"d":"R100,000.00"}]
[828,null,null,"(ii) Handling costs and profit in respect of subitem B15.03 (n)(i)","%",{"v":100000,"d":"100 000"}]
[]
[829,"15.04",null,"Relocation of traffic-control facilities","L/Sum",{"v":1,"d":" 1"}]
[323,"15.05",null,"Gravelling and repair of temporary deviations and existing gravel shoulders used as temporary deviations:"]
[null," TOTAL CARRIED FORWARD"]
[{"$nulls":7},"SECTION 1500"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[null," BROUGHT FORWARD",{"$nulls":5},{"$f":"H258","v":{"v":0,"d":"R0.00"}}]
[324,null,null,"(a) Temporary deviations","m³",{"v":20,"d":" 20"}]
[]
[325,null,null,"(b) Existing gravel shoulders","m³",{"v":20,"d":" 20"}]
[]
[326,"15.06",null,"Watering of temporary deviations","kl",{"$f":"1500","v":{"v":1500,"d":"1 500"}}]
[]
[327,"15.07",null,"Blading by road grader of:"]
[328,null,null,"(a) Temporary deviations","km-pass",{"v":5,"d":" 5.0"}]
[]
[329,null,null,"(b) Existing roads used as temporary deviations","km-pass",{"v":4,"d":" 4.0"}]
[]
[330,null,null,"(c) Existing gravel shoulders used as temporary deviations","km-pass",{"v":5,"d":" 5.0"}]
[]
[331,"B15.10",null,"Accommodation of traffic where road is constructed in half widths","km",{"v":3,"d":" 3.0"}]
[]
[333,"15.12",null,"Temporary culverts"]
[334,null,null,"(a) Provision and laying of temporary prefabricated culverts complete "]
[]
[335,null,null,"2) 600 mm dia class 100D concrete pipe culvert on class B bedding","m",{"v":50,"d":" 50"}]
[]
[336,null,null,"(b) Re-use of prefabricated culverts complete\n"]
[]
[337,null,null,"2) 600 mm dia class 100D concrete pipe culvert on class B bedding","m",{"v":15,"d":" 15"}]
[]
[338,null,null,"(c) Eventual removal of prefabricated culverts","m",{"$f":"F280+F284","v":{"v":65,"d":" 65"}}]
[]
[339,null,null,"(d) Overhaul on excavated material carted to spoil, backfill material (but excluding portland cement), prefabricated culverts removed and reinstalled, and prefabricated culverts removed and stacked, for haul in excess of a free-haul distance of 1,0km","m³-km",{"v":250,"d":" 250"}]
[]
[831,"B15.15",null,"Provision of traffic safety equipement for use by the engineer."]
[]
[832,null,null,"(a) Safety jackets","No",{"v":12,"d":" 12"}]
{"$rows_empty":8}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 1700"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[363,"17.00",null,"CLEARING AND GRUBBING"]
[]
[364,"17.01",null,"Clearing and grubbing","ha",{"$f":"6300*12/10000","v":{"v":7.6,"d":" 7.6"}}]
[]
[365,"17.02",null,"Removal and grubbing of large trees and tree stumps"]
[366,null,null,"(a) Girth exceeding 1m up to and including 2m","No",{"v":10,"d":" 10"}]
[]
[367,null,null,"(b) Girth exceeding 2m up to and including 3m","No",{"v":5,"d":" 5"}]
[]
[368,"17.04","LI","Clearing and grubbing at inlets and outlets of hydraulic structures","m²",{"v":105,"d":" 105"}]
[]
[369,"17.05",null,"Cleaning out of hydraulic structures:"]
[370,null,null,"(a) Pipes with an internal diameter up to and including 750mm","m³",{"v":5,"d":" 5.0"}]
[]
[371,null,null,"(b) Pipes with an internal diameter exceeding 750mm","m³",{"v":5,"d":" 5.0"}]
[]
[372,null,null,"(c) Box culverts up to and including 1,5m vertical dimension","m³",{"v":5,"d":" 5.0"}]
[]
[373,null,null,"(d) Box culverts exceeding 1,5m vertical dimension","m³",{"v":5,"d":" 5.0"}]
[]
[1372]
[1373]
[]
[1375]
[]
[1374]
{"$rows_empty":27}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 1800"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[374,"18.00",null,"DAYWORK SCHEDULE"]
[]
[375,"B18.01",null,"Labourers:"]
[376,null,null,"(a) Unskilled","hr",{"v":176,"d":" 176"}]
[]
[377,null,null,"(b) Semi-skilled","hr",{"v":88,"d":" 88"}]
[]
[378,null,null,"(c) Skilled","hr",{"v":88,"d":" 88"}]
[]
[379,"B18.02",null,"Foreman","hr",{"v":88,"d":" 88"}]
[]
[380,"B18.03",null,"Tipper trucks:"]
[381,null,null,"(a) 3 - 5 ton ","hr",{"v":40,"d":" 40"}]
[]
[382,null,null,"(b) 5,1 - 10 ton","hr",{"v":40,"d":" 40"}]
[]
[383,"B18.04",null,"Loader (0.5m³ bucket)","hr",{"v":40,"d":" 40"}]
[]
[384,"B18.05",null,"Excavator (Cat 350 or similar)","hr",{"v":16,"d":" 16"}]
[]
[385,"B18.06",null,"Grader (CAT 140G or similar)","hr",{"v":40,"d":" 40"}]
[]
[386,"B18.07",null,"Vibratory roller (12ton)","hr",{"v":16,"d":" 16"}]
[]
[387,"B18.08",null,"Grid roller","hr",{"v":16,"d":" 16"}]
[]
[388,"B18.09",null,"Pedestrian roller (Bomag BW90 or similar)","hr",{"v":88,"d":" 88"}]
[]
[389,"B18.10",null,"Rammers (wackers)","hr",{"v":88,"d":" 88"}]
[]
[390,"B18.11",null,"Backhoe loader (Cat 416D or similar)","hr",{"v":88,"d":" 88"}]
[]
[391,"B18.12",null,"Water truck (minimum 10 000 liter capacity)","hr",{"v":32,"d":" 32"}]
[]
[392,"B18.13",null,"Dozer (D7 or similar)","hr",{"v":16,"d":" 16"}]
[]
[393,"B18.14",null,"Flatbed truck","km",{"v":250,"d":" 250"}]
[]
[394,"B18.15",null,"LDV (1800cc minimum)","km",{"v":450,"d":" 450"}]
[]
[395,"B18.16",null,"Materials acquired under day works:"]
[396,null,null,"(a) Provisional sum for materials acquired under day works","Prov Sum",{"v":1,"d":" 1"},{"v":300000,"d":"R300,000.00"},{"$f":"F401*G401","v":{"v":300000,"d":"R300,000.00"}}]
[]
[397,null,null,"(b) Handling costs and profit in respect of sub-item B18.16(a) above","%",{"$f":"H401","v":{"v":300000,"d":"300 000"}}]
{"$rows_empty":11}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 2100"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[398,"21.00",null,"DRAINS"]
[]
[399,"21.01",null,"Excavation for open drains:"]
[400,null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[401,null,null,"(i) 0 m up to 1,5 m","m³",{"$f":"4000*1.5*0.25","v":{"v":1500,"d":"1 500"}}]
[]
[1277,"21.03",null,"Excavation for subsoil drainage systems:"]
[1278,null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[1279,null,null,"(i) 0 m up to 1,5 m","m³",{"$f":"4500*1.2*0.8","v":{"v":4320,"d":"4 320"}}]
[]
[1280,null,null,"(ii) Exceeding 1,5 m and up to 3,0 m","m³",{"v":200,"d":" 200"}]
[]
[1281,null,null,"(b) Extra over subitem 21.03(a) for excavation in hard material irrespective of depth","m³",{"$f":"F428*0.15","v":{"v":648,"d":" 648"}}]
[]
[1282,"21.04",null,"Impermeable backfilling to subsoil drainage systems","m³",{"$f":"4500*0.15*0.8","v":{"v":540,"d":" 540"}}]
[]
[1283,"21.05","LI","Banks and dykes","m³",{"v":50,"d":" 50"}]
[]
[1284,"21.06",null,"Natural permeable material in subsoil drainage systems (crushed stone):"]
[1285,null,null,"(b) Crushed stone obtained from commercial sources (coarse graded, 19mm nominal size aggregate, all haul included)","m³",{"$f":"0.3*4500*0.8","v":{"v":1080,"d":"1 080"}}]
[]
[1286,"21.07",null,"Natural permeable material in subsoil drainage systems (sand):"]
[1287,null,null,"(a) Sand from approved sources (all haul included)","m³",{"$f":"4500*0.3*0.8","v":{"v":1080,"d":"1 080"}}]
[1288,"21.08",null,"Pipes in subsoil drainage systems:"]
[1289,null,null,"(b) Unplasticised PVC pipes and fittings, normal duty complete with couplings"]
[1290,null,null,"(i) 160mm internal dia. perforated","m",{"v":2130,"d":"2 130"}]
[]
[1291,null,null,"(ii) 160mm internal dia. unperforated","m",{"v":280,"d":" 280"}]
[]
[1292,"21.10",null,"Synthetic-fibre filter fabric"]
[1293,null,null,"(a) Bidim A4","m²",{"$f":"1.2*4500","v":{"v":5400,"d":"5 400"}}]
[]
[816,"21.16",null,"Backfilling existing eroded side drains","m³",{"v":210,"d":" 210"}]
[]
[1302,"21.17",null,"Test flushing of pipe subsoil drains","No",{"v":50,"d":" 50"}]
[null,"21.19",null,"Selected backfill material under concrete-lined side drains compacted to 93% of modified AASHTO density ","m³",{"v":500,"d":" 500"}]
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 2200"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[432,"22.00",null,"PREFABRICATED CULVERTS"]
[433,"22.01",null,"Excavation"]
[434,null,null,"(a) Excavating soft material situated within the following depth ranges below the surface level:"]
[]
[435,null,null,"(1) 0 m up to 1.5 m","m³",{"$f":"1575*1.5*1.5","v":{"v":3544,"d":"3 544"}}]
[]
[436,null,null,"(2) Exceeding 1,5 m and up to 3,0 m","m³",{"$f":"2025*1.5*2.5","v":{"v":7594,"d":"7 594"}},null,null,{"$f":"SUM(F463:F469)","v":{"v":19829,"d":"19 829"}}]
[]
[817,null,null,"(3) Exceeding 3,0 m and up to 4,5 m","m³",{"v":4725,"d":"4 725"}]
[]
[437,null,null,"(b) Extra over subitem 22.01(a) for excavation in hard material, irrespective of depth","m³",{"v":3966,"d":"3 966"}]
[]
[438,"22.02",null,"Backfilling:"]
[439,null,null,"(a) Using the excavated material","m³",{"$f":"I465*0.65","v":{"v":12889,"d":"12 889"}}]
[]
[440,null,null,"(b) Using imported selected material","m³",{"v":300,"d":" 300"}]
[]
[441,null,null,"(c) Extra over subitems 22.02(a) and (b) for soil cement backfilling (with 3% cement of the dry mass)","m³",{"v":200,"d":" 200"}]
[]
[442,"22.03",null,"Concrete pipe culverts"]
[445,null,null,"(b) on class B bedding"]
[]
[446,null,null,"(i) 450ø class 50D pipe culverts","m",{"v":22,"d":" 22"},null,"Rate Only"]
[]
[447,null,null,"(ii) 450ø class 100D pipe culverts","m",{"v":100,"d":" 100"}]
[]
[448,null,null,"(ii) 600ø class 100D pipe culverts","m",{"v":80,"d":" 80"}]
[]
[{"$nulls":3},"(iii) 750ø class 100D pipe culverts","m",{"v":1500,"d":"1 500"}]
[]
[{"$nulls":3},"(iv) 900ø class 100D pipe culverts","m",{"v":1000,"d":"1 000"}]
[]
[{"$nulls":3},"(v) 1200ø class 100D pipe culverts","m",{"v":0,"d":" 0"},null,"Rate only"]
[]
[]
[451,"22.05",null,"Portal and rectangular culverts:"]
[452,null,null,"(b) Without prefabricated floor slabs"]
[]
[456,null,null,"(i) 1800mm x 1800mm, Type 75 S","m",null,null,"Rate Only"]
[457,"22.07",null,"Cast in situ concrete and formwork:"]
[460,null,null,"(b) In floor slabs for portal or rectangular culverts, including formwork and class U2 surface finish"]
[461,null,null,"(i) Class 25/19 concrete","m³",{"v":75,"d":" 75"}]
[818,null,null,"(ii) Class 15/19 (Blinding layer)","m³",{"v":15,"d":" 15"}]
[462,null,null,"(c) In inlet and outlet structures, skewed ends, catchpits, manholes, thrust and anchor blocks, excluding formwork but including class U2 surface finish"]
[463,null,null,"(i) Class 25/19","m³",{"v":75,"d":" 75"}]
[1269,null,null,"(ii) Class 15/19 (Blinding)","m³",{"v":10,"d":" 10"}]
[null," TOTAL CARRIED FORWARD"]
[{"$nulls":7},"SECTION 2200"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[null," BROUGHT FORWARD"]
[464,null,null,"(d) Formwork of concrete under subitem 22.07(c) above"]
[]
[466,null,null,"(ii) Vertical formwork for F2 surface finish","m²",{"v":250,"d":" 250"}]
[]
[467,null,null,"(iii) Horizontal formwork for F2 surface finish","m²",{"v":250,"d":" 250"}]
[]
[468,"22.08",null,"Concrete backfill for culverts"]
[469,null,null,"(a) Class 15/19","m³",{"v":50,"d":" 50"}]
[]
[470,"22.10",null,"Steel reinforcement"]
[474,null,null,"(b) High-tensile steel bars","t",{"v":8,"d":" 8"}]
[]
[475,null,null,"(c) Welded steel fabric","t",{"v":5,"d":" 5.0"}]
[]
[483,"22.14",null,"Removing and stacking existing prefabricated culverts"]
[485,null,"LI","(i) up to 600mm","m",{"v":25,"d":" 25"}]
[]
[486,null,"LI","(i) up to 1500mm","m",{"v":25,"d":" 25"}]
[]
[487,null,"LI","(i) up to 1800mm","m",{"v":25,"d":" 25"}]
[]
[491,"22.18",null,"Brickwork:"]
[493,null,null,"(b) 230 mm thick","m²",{"v":350,"d":" 350"}]
[]
[495,"22.19",null,"Plaster","m²",{"v":700,"d":" 700"}]
[]
[496,"22.20",null,"Benching","m²",{"v":50,"d":" 50"}]
[]
[497,"22.23",null,"Service ducts:"]
[498,null,null,"(a) Ordinary pipes"]
[]
[499,null,null,"(1) uPVC pipes"]
[]
[500,null,null,"(i) 110 mm dia.","m",{"v":500,"d":" 500"}]
[]
[{"$nulls":3},"(i) 250 mm dia.","m",{"v":250,"d":" 250"}]
[]
[502,"22.24",null,"Duct marker blocks","No",{"v":50,"d":" 50"}]
[]
[838,"22/33.11",null,"Three roller passes compaction"]
[839,null,null,"(a) Vibratory roller","m²",{"v":160,"d":" 160"}]
{"$rows_empty":14}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 2300"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[505,"23.00",null,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
[]
[506,"23.01",null,"Concrete kerbing"]
[508,null,"LI","(a)(i) 280 x 180 Semi Mountable (fig 7)(SANS 1058)(Drawing ","m",{"v":300,"d":" 300"}]
[]
[796,null,"LI","(a)(ii) 300 x 200 x 100 Mountable (fig 8C)(SANS 1058)(Drawing","m",{"v":300,"d":" 300"}]
[]
[510,null,"LI","(a)(iii) 230 x 75 Rectangular (Standard Industrial Kerb)(SANS 1058)(Drawing)","m",{"$f":"4700*2","v":{"v":9400,"d":"9 400"}}]
[]
[511,null,null,"(b) In-situ concrete kerbing (Class F3 surface finish including formwork)"]
[]
[512,null,"LI","(i) 200 x 200 Edge Beam (Class 25/19 concrete)(SABS 1058)(Drawing","m",{"v":150,"d":" 150"}]
[]
[731,null,"LI","(ii) Transition (Class 25/19 concrete)(SABS 1058)(fig 7 Semi Mountable to join fig 8C Mountable)","m³",{"v":20,"d":" 20.0"}]
[]
[513,"23.02",null,"Concrete kerbing-channelling combination (F3 surface finish including formwork)"]
[]
[514,null,"LI","(a) Prefabricated mountable kerb, SABS 927 fig 8C, with 300mm X 100mm wide cast in situ class 25/19 concrete channel","m",{"$f":"3650*2","v":{"v":7300,"d":"7 300"}}]
[]
[1270,"23.03",null,"Concrete chutes (typical designs):"]
[1271,null,null,"(a) 300 mm precast concrete chute","m",{"v":70,"d":" 70"}]
[]
[797,"23.06",null,"Inlet, outlet, transition and similar structures"]
[798,null,null,"(a) Concrete Class 25/19","m³",{"v":15,"d":" 15.0"}]
[]
[799,null,null,"(b) Formwork (U2 surface finish)","m²",{"v":220,"d":" 220"}]
[]
[522,"23.07",null,"Trimming of excavations for concrete-lined open drains:"]
[1272,null,null,"(a) In soft material","m²",{"v":7500,"d":"7 500"}]
[]
[524,"23.08",null,"Concrete lining for open drains:"]
[]
[525,null,"LI","(a) Cast in situ concrete lining (class 30/19) in \"Type A\" V- drain","m³",{"$f":"2500*0.15*1.5","v":{"v":563,"d":" 563"}}]
[]
[526,null,"LI","(b) Class U2 surface finish to cast in situ concrete for \"Type A\" side drain","m²",{"v":2920,"d":"2 920"}]
[]
[527,"23.09",null,"Formwork to cast in situ concrete lining for open drains (class F2 surface finish):"]
[null," TOTAL CARRIED FORWARD"]
[{"$nulls":7},"SECTION 2300"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[null," BROUGHT FORWARD"]
[528,null,"LI","(a) To sides with formwork on the external face only","m²",{"v":750,"d":" 750"}]
[]
[529,null,"LI","(c) To ends of slabs","m²",{"v":200,"d":" 200"}]
[]
[530,"23.10","LI","Sealed joints in concrete linings of open drains (Polyurethane Sealant, with primer \"ABE Nitoseal PU\" or similar approved and 10mm thick x 50mm deep softboard","m",{"v":200,"d":" 200"}]
[]
[531,"23.12",null,"Steel reinforcement:"]
[]
[534,null,"LI","(c) Welded steel fabric","m²",{"$f":"2500*1.5","v":{"v":3750,"d":"3 750.0"}}]
[]
[535,"23.13",null,"Polyethylene sheeting (0.15 mm thick) for concrete-lined open drains","m²",{"$f":"2500*1.5","v":{"v":3750,"d":"3 750"}}]
[]
[1303,"23.14",null,"Cutting bituminous surfacing and pavement layers for concrete kerbing, channelling or concrete-lined drains","m",{"v":1850,"d":"1 850"}]
[]
[842,"23/33.04",null,"Cut to spoil, including free-haul up to 0.5 km. Material obtained from:"]
[843,null,null,"(a) Soft excavation","m³",{"v":400,"d":" 400"}]
[]
[844,null,null,"(b) Intermediate excavation","m³",{"$f":"F623*0.25","v":{"v":100,"d":" 100"}}]
[]
[845,null,null,"(c) Hard excavation","m³",{"v":50,"d":" 50"}]
[]
[846,null,null,"(d) Boulder excavation class A","m³",{"v":50,"d":" 50"}]
[]
[847,null,null,"(e) Boulder excavation class B","m³",{"v":50,"d":" 50"}]
{"$rows_empty":24}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 3100"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[537,"31.00",null,"BORROW MATERIALS"]
[]
[538,"31.01",null,"Excess overburden","m³",{"v":12500,"d":"12 500"}]
[]
[539,"31.03",null,"Finishing-off borrow areas in:"]
[540,null,null,"(a) Hard material","ha",{"v":0.2,"d":" 0.2"}]
[]
[541,null,null,"(b) Intermediate material","ha",{"v":0.5,"d":" 0.5"}]
[]
[542,null,null,"(c) Soft material","ha",{"v":3,"d":" 3.0"}]
{"$rows_empty":49}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 3300"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[546,"33.00",null,"MASS EARTHWORKS"]
[]
[547,"B33.01",null,"Cut and borrow to fill, inclusive of all haul:"]
[548,null,null,"(a) Material in compacted layer thicknesses of 200 mm and less:"]
[]
[549,null,null,"(i) Compacted to 90% of modified AASHTO density","m³",{"$f":"10.5*0.45*6500","v":{"v":30713,"d":"30 713"}}]
[]
[550,null,null,"(ii) Compacted to 93% of modified AASHTO density","m³",{"v":77,"d":" 77"}]
[]
[551,null,null,"(c) Rock fill (as specified in subclause 3209(c))","m³",{"v":1500,"d":"1 500"}]
[]
[552,null,null,"(e) Pioneer layer (as spesified in subclause 3307(c))","m³",{"v":1491,"d":"1 491"}]
[]
[553,"33.03",null,"Extra over item 33.01 for excavating and breaking down material in:"]
[554,null,null,"(a) Intermediate excavation","m³",{"v":3400,"d":"3 400"}]
[]
[556,null,null,"(c) Boulder excavation class A","m³",{"v":4,"d":" 4"}]
[]
[557,null,null,"(d) Boulder excavation class B","m³",{"v":4,"d":" 4"}]
[]
[558,"B33.04",null,"Cut to spoil, inclusive of all haul. Material obtained from:"]
[559,null,null,"(a) Soft excavation","m³",{"v":6087,"d":"6 087"}]
[]
[560,null,null,"(b) Intermediate excavation","m³",{"v":1000,"d":"1 000"}]
[]
[561,null,null,"(c) Hard excavation","m³",{"v":500,"d":" 500"}]
[]
[562,null,null,"(d) Boulder excavation class A","m³",{"v":50,"d":" 50"}]
[]
[563,null,null,"(e) Boulder excavation class B","m³",{"v":5,"d":" 5"}]
[]
[573,"33.10",null,"Roadbed preparation and the compaction of material"]
[574,null,null,"(a) Compaction to 90% of modified AASHTO density","m³",{"$f":"6500*9*0.15","v":{"v":8775,"d":"8 775"}}]
[]
[576,"33.11",null,"Three roller passes compaction:"]
[577,null,null,"(a) Vibratory roller","m²",{"v":1000,"d":"1 000"}]
[]
[578,null,null,"(c) Grid roller","m²",{"v":785,"d":" 785"}]
[]
[579,"33.13",null,"Finishing-off cut and fill slopes, medians and interchange areas:"]
[580,null,"LI","(a) Cut slopes","m²",{"v":2532,"d":"2 532"}]
[]
[581,null,"LI","(b) Fill slopes","m²",{"v":52825,"d":"52 825"}]
[]
[582,"33/16",null,"Overhaul","m³",{"v":30000,"d":"30 000"}]
[]
[]
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 3400"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[583,"34.00",null,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[]
[584,"B34.01",null,"Pavement layers constructed from gravel taken from cut or borrow, inclusive of all haul:"]
[585,null,null,"(a) Gravel selected layer compacted to:"]
[]
[586,null,null,"(i) 93% of modified AASHTO density (Lower Selected Road Layer)(G9)(150mm thick)","m³",{"$f":"6300*0.15*9","v":{"v":8505,"d":"8 505"}}]
[]
[587,null,null,"(ii)(1) 95% of modified AASHTO density (Upper Selected Walkway layer)(G7)(150mm thick)","m³",{"$f":"6300*0.15*8.7","v":{"v":8222,"d":"8 222"}}]
[]
[]
[596,null,null,"(d) Gravel Subbase (chemically stabilized) compacted to:"]
[]
[597,null,null,"(i) 95% of modified AASHTO density (Shoulder)","m³",{"$f":"6300*0.3*0.15","v":{"v":284,"d":" 284"}}]
[]
[599,null,null,"(ii) 96% of modified AASHTO density (C4 Subbase Road Layer)","m³",{"$f":"6300*8.4*0.15","v":{"v":7938,"d":"7 938"}}]
{"$rows_empty":24}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 3500"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[600,"35.00",null,"STABILIZATION"]
[]
[601,"35.01",null,"Chemical stabilization, extra over unstabilized compacted layers"]
[800,null,null,"(a) 150mm C4 Shoulder","m³",{"$f":"F783","v":{"v":284,"d":" 284"}}]
[]
[603,null,null,"(b) 150mm C4 Subbase","m³",{"$f":"F785","v":{"v":7938,"d":"7 938"}}]
[]
[605,"35.02",null,"Chemical stabilizing agent:"]
[{"$nulls":9},{"$f":"6300/20","v":315}]
[606,null,null,"(g) RoadCem CEM II/B-M (V-S) 32,5N","t",{"v":630,"d":" 630"}]
[{"$nulls":9},{"$f":"40*315*50/1000","v":630}]
[609,"B35.14",null,"Curing of stabilized work in accordance with Section 3503 (h)(v)","m²",{"$f":"6300*8.4","v":{"v":52920,"d":"52 920"}}]
{"$rows_empty":44}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 3600"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[610,"36.00",null,"CRUSHED STONE BASE"]
[]
[611,"36.01",null,"Crushed-stone base"]
[]
[612,null,null,"(a) Construct from type G3 material obtained from commercial sources and compacted to 88% of apparent relative density (150mm)","m³",{"$f":"6300*8.1*0.15","v":{"v":7655,"d":"7 655"}}]
{"$rows_empty":50}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 4100"]
[{"$nulls":7},"SECTION 5100"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[630,"51.00",null,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
[]
[631,"51.01",null,"Stone pitching:"]
[]
[634,null,"LI","(b) Grouted stone pitching","m²",{"v":1250,"d":"1 250"}]
[]
[637]
[638]
[]
[639]
[]
[760]
{"$rows_empty":46}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 5200"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[643,"52.00",null,"GABIONS"]
[]
[644,"52.01",null,"Foundation trench excavation and backfilling:"]
[646,null,"LI","(b) In all other classes of materials","m³",{"v":800,"d":" 800"}]
[]
[647,"52.02","LI","Surface preparation for bedding the gabions","m²",{"$f":"600*1.5","v":{"v":900,"d":" 900"}}]
[]
[648,"52.03",null,"Gabions:"]
[649,null,null,"(a) Galvanized gabion boxes"]
[]
[650,null,"LI","(i) 1,0 m long by 1,0 m wide by 1,0 m high, 2.7 mm nominal internal diam by 80mm x 100mm mesh","m³",{"v":1200,"d":"1 200"}]
[]
[1273,null,"LI","(ii) 1,5 m long by 1,0 m wide by 1,0 m high, 2.7 mm nominal internal diam by 80mm x 100mm mesh","m³",{"v":300,"d":" 300"}]
[]
[1274,null,"LI","(iii) 2,0 m long by 1,0 m wide by 0,5 m high, 2.7 mm nominal internal diam by 80mm x 100mm mesh","m³",{"v":600,"d":" 600"}]
[]
[1275,null,"LI","(iv) 2,0 m long by 0,5 m wide by 0,5 m high, 2.7 mm nominal internal diam by 80mm x 100mm mesh","m³",{"v":50,"d":" 50"}]
[]
[651,null,null,"(c) Galvanized gabion mattresses"]
[]
[652,null,"LI","(i) 2,0 m long by 1,0 m wide by 0,3 m thick, 2.7 mm nominal internal diam by 80mm x 100mm mesh size","m³",{"v":300,"d":" 300"}]
[]
[653,null,"LI","(ii) 3,0 m long by 1,0 m wide by 0,3 m thick, 2.7 mm nominal internal diam by 80mm x 100mm mesh size","m³",{"v":250,"d":" 250"}]
[]
[655,"52.04",null,"Filter fabric"]
[1276,null,null,"(a) Terramesh or similar approved","m²",{"v":1800,"d":"1 800"}]
[]
[656,null,null,"(b) Bidim A4 or similar approved","m²",{"v":3000,"d":"3 000"}]
[]
[1304,"52/B33.01",null,"Cut and borrow to fill, inclusive of all haul:"]
[1306,null,null,"(a) Material in compacted layer thickness of 200mm or less:"]
[]
[1305,null,null,"(i) Compacted to 90% of modified AASHTO density","m³",{"v":200,"d":" 200"}]
[]
[]
[null,"B53/1",null,"Concrete structure for foundations"]
[]
[{"$nulls":3},"(a) 25Mpa concrete footings","m³",150]
[]
[{"$nulls":3},"(b) Reinforcement (all sizes)","ton",8]
[]
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 5400"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[657,"54.00",null,"GUARDRAILS"]
[]
[658,"54.01",null,"Guardrails on timber posts:"]
[659,null,"LI","(a) Galvanised","m",{"v":300,"d":" 300"}]
[]
[660,"54.02",null,"Guardrails on steel posts:"]
[661,null,null,"(a) Galvanised","m"]
[]
[662,"54.04",null,"End treatments:"]
[663,null,"LI","(a) End wings","No",{"v":24,"d":" 24"}]
[]
[1266,null,null,"Terminal section Type B  in accordance with the drawings where  single guardrail sect long, complete with fixing detail to endblocksions are used, 11.43m   at bridge including all plates","No",{"v":16,"d":" 16"}]
[]
[1267,null,null,"(d)   End treatments in accordance with the  drawings where single guardrail sections   are used. Terminal section Type A, 19,05m long ","No",{"v":16,"d":" 16"}]
[]
[668,"54.06","LI","Reflective plates","No",{"v":50,"d":" 50"}]
{"$rows_empty":34}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 5500"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[830,"5500",null,"FENCING"]
[]
[1340,"B55.01","LI","a) Cleaning the fence line, 2m wide strip","km",{"v":0.1,"d":" 0.1"}]
[]
[1344,"55.02",null,"Supply and erect 2.4m high clear view fence , rate to include earthworks and concrete works","m",{"v":100,"d":" 100"}]
[1345]
[]
[1346]
[]
[1347]
[]
[1348]
[]
[1349]
[]
[1350]
[]
[1351]
[]
[1352]
[]
[1353]
[]
[1354]
[]
[1355]
[]
[1356]
[]
[1357]
[]
[1358]
[1359]
[]
[1360]
[]
[1361]
[1362]
[]
[1363]
[]
[1364]
[1365]
[]
[]
[]
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 5600"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[671,"56.00",null,"ROAD SIGNS"]
[]
[672,"56.01",null,"Road sign boards with painted or coloured semi-matt background. Symbols, lettering and borders in semi-matt black or in Class 1 retro-reflective material, where the sign board is constructed from:"]
[673,null,null,"(c) Prepainted galvanized steel plate (chromadek 1,6 mm thick or approved equivalent):"]
[]
[674,null,null,"(i) Area not exceeding 2 m²","m²",{"v":150,"d":" 150"}]
[]
[675,null,null,"(ii) Area exceeding 2 m² but not 10 m²","m²",{"v":80,"d":" 80"}]
[]
[676,"56.02",null,"Extra over item 56.01 for using:"]
[677,null,null,"(a) Background of retro-reflective material of:"]
[]
[678,null,null,"(i) Class 1, (Engineering grade)","m²",{"v":120,"d":" 120"}]
[]
[679,null,null,"(b) Lettering, symbols, numbers, arrows, emblems and borders of retro-reflective material:"]
[]
[680,null,null,"(i) Class ii","m²",{"v":70,"d":" 70"}]
[]
[681,null,null,"(ii) Class iii","m²"]
[]
[682,"56.03",null,"Road sign supports  (overhead road sign structures excluded):"]
[683,null,null,"(a) Steel tubing"]
[]
[684,null,null,"(i) 75 mm D-shaped (SABS 657)","t",{"v":5,"d":" 5.0"}]
[]
[]
[685,"56.05","LI","Excavation and backfilling for road sign supports","m³",{"v":60,"d":" 60"}]
[]
[686,"56.06","LI","Extra over item 56.05 for cement-treated soil backfill","m³",{"v":60,"d":" 60"}]
[]
[687,"56.08",null,"Dismantling, storing and re-erecting road signs with a surface area of:"]
[688,null,null,"(a) Up to 2 m²","No",{"v":20,"d":" 20"}]
[]
[689,null,null,"(b) Exceeding 2 m² but not 10 m²","No",{"v":20,"d":" 20"}]
{"$rows_empty":8}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 5700"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[693,"57.00",null,"ROAD MARKINGS"]
[]
[1368,"57.01",null,"Road-marking paint:"]
[1369,null,null,"(g) Kerb markings (GM8)(Black & white)","m²",{"v":1138,"d":"1 138"}]
[]
[694,"57.02",null,"Retro-reflective road marking paint:"]
[695,null,null,"(a) White lines"]
[]
[697,null,"LI","(i) Unbroken; 150 mm wide","km",{"v":12,"d":" 12"}]
[859,null,null,"(ii) Broken; 150 mm wide","km",{"v":1,"d":" 1.000"}]
[]
[860,null,null,"(iii) Broken; 200 mm wide","km",{"v":0.15,"d":" 0.150"}]
[]
[779,null,null,"(iv) Unbroken; 300 mm wide","km",{"v":0.25,"d":" 0.25"}]
[]
[699,null,null,"(b) Yellow lines"]
[]
[700,null,"LI","(i) Unbroken; 100 mm wide","km",{"v":1,"d":" 1"}]
[]
[1370,null,null,"(ii) Unbroken; 150 mm wide","km",{"v":0.1,"d":" 0.1"}]
[]
[701,null,"LI","(d) White lettering and symbols","m²",{"v":300,"d":" 300"}]
[]
[702,null,"LI","(e) Yellow lettering and symbols","m²",{"v":50,"d":" 50"}]
[]
[703,null,"LI","(f) Transverse lines, painted island and arrestor bed markings (any colour)","m²",{"v":150,"d":" 150"}]
[]
[704,"57.04",null,"Variations in rate of application:"]
[705,null,null,"(a) White paint","litre",{"v":200,"d":" 200"}]
[]
[706,null,null,"(b) Yellow paint","litre",{"v":200,"d":" 200"}]
[]
[707,null,null,"(d) Retro-reflective beads","kg",{"v":2800,"d":"2 800"}]
[]
[708,"57.05",null,"Road studs"]
[709,null,null,"(a) Uni-directional"]
[]
[710,null,null,"(1) Stimsonite or similar","No",{"v":175,"d":" 175"}]
[]
[714,"57.06",null,"Setting out and premarking the lines (Excluding traffic-island markings, lettering and symbols)","km",{"$f":"SUM(F1191:F1201)","v":{"v":14,"d":" 14"}}]
[]
[715,"57.07",null,"Re-establishing the painting unit at the end of the maintenance period","L/Sum",{"v":1,"d":" 1"}]
[]
[716,"57.08",null,"Removal of existing, temporary or permanent road markings by:"]
[717,null,null,"(a) Sandblasting","m²",{"v":300,"d":" 300"}]
{"$rows_empty":9}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 5800"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[761,"58.00",null,"LANDSCAPING AND PLANTING PLANTS"]
[]
[861,"58.01",null,"Trimming:"]
[862,null,null,"(b) Hand trimming","m²",{"v":300,"d":" 300"}]
[]
[863,"B58.03",null,"Preparing for areas for grassing:"]
[1394,null,null,"(b) Scarifying for loosening topsoil","ha",{"v":0.5,"d":" 0.5"}]
[]
[864,null,null,"(c) Topsoiling within the road reserve, where the following materials are used:"]
[]
[865,null,null,"(i) Topsoil obtained from within the road reserve or borrow areas (inclusive of all haul)","m³",{"$f":"250*250*0.05","v":{"v":3125,"d":"3 125"}}]
[]
[866,null,null,"(f) Stockpiling topsoil (inclusive of all haul)","m³",{"v":2500,"d":"2 500"}]
[]
[762,"58.10","LI","Extra work for landscaping (Topsoiling)","Prov Sum",{"v":1,"d":" 1"},{"v":300000,"d":"R300,000.00"},{"$f":"G1254*F1254","v":{"v":300000,"d":"R300,000.00"}}]
{"$rows_empty":36}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 5900"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[718,"59.00",null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
[719,"59.01",null,"Finishing the road and road reserve:"]
[720,null,null,"(b) Single carriageway road","km",{"v":7,"d":" 7.0"}]
[]
[721,"59.02",null,"Treatment of old roads and temporary deviations","km",{"v":2.5,"d":" 2.5"}]
{"$rows_empty":51}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 6400"]
[null,null,"LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[1771,null,null,"CONCRETE FOR STRUCTURES"]
[]
[1774,null,null,"Cast in situ concrete:"]
[1775,null,null,"Class 25/19 in:"]
[]
[1776,null,null,"(i) Bus Shelter floor (75mm thick)","m³",{"v":10,"d":" 10"}]
[]
[1777,null,null,"(ii) Disabled ramps","m³",{"v":23,"d":" 23"}]
[]
[1772,null,null,"Manufacturing precast concrete members (Rocla Bus Shelter units. Width 1.22m)","No",{"v":50,"d":" 50"},{"$nulls":7},{"$f":"1.22*4*10","v":48.8}]
[{"$nulls":13},{"$f":"6300/500","v":12.6}]
[1773,null,null,"Transporting and erecting precast concrete members (Rocla Bus Shelter units. Width 1.22m)","No",{"v":50,"d":" 50"}]
{"$rows_empty":43}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[{"$nulls":7},"SECTION 7400"]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[1378,"73.00",null,"CONCRETE BLOCK PAVING FOR ROADS"]
[]
[1379,"73.01",null,"Concrete block paving  (interlocking blocks) complete with a 20mm river sand base and weed killing chemical sprayed on the total area before paving."]
[1380,null,null,"(a) 80mm","m²",{"$f":"6500*7.8","v":{"v":50700,"d":"50 700"}}]
[]
[{"$nulls":3},"(b) 60mm","m²",{"$f":"4500*1.2","v":{"v":5400,"d":"5 400"}}]
[1381]
[1382]
[]
[1383]
{"$rows_empty":37}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[]
[null,"ITEM","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT R"]
[1378,"74.00",null,"PATENTED EARTH RETAINING SYSTEMS"]
[]
[1379,"74.01",null,"Patented earth retaining systems:"]
[1380,null,null,"(a) Loffelstein precast concrete blocks of type (L300)","m²",{"v":1200,"d":"1 200"}]
[]
[1381,"74.02",null,"Excavation for concrete bases for earth retaining systems:"]
[1382,null,null,"(a) in soft material","m³",{"$f":"600*1*0.75","v":{"v":450,"d":" 450.0"}}]
[]
[1383,"74.03",null,"Concrete bases for earth retaining systems ","m³",{"v":120,"d":" 120.0"}]
{"$rows_empty":44}
[null," TOTAL CARRIED FORWARD TO SUMMARY OF SECTIONS"]
[null,"SUMMARY OF SECTIONS"]
[null,"SECTION",null,"DESCRIPTION",{"$nulls":3},"AMOUNT R"]
[null,"13.00",null,"CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
[null,"14.00",null,"HOUSING, OFFICES AND LABORATORY FOR THE ENGINEER'S SITE PERSONNEL"]
[null,"15.00",null,"ACCOMODATION OF TRAFFIC"]
[null,"17.00",null,"CLEARING AND GRUBBING"]
[null,"18.00",null,"DAYWORK SCHEDULE"]
[null,"21.00",null,"DRAINS"]
[null,"22.00",null,"PREFABRICATED CULVERTS"]
[null,"23.00",null,"CONCRETE KERBING, CONCRETE CHANNELLING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS"]
[null,"31.00",null,"BORROW MATERIALS"]
[null,"33.00",null,"MASS EARTHWORKS"]
[null,"34.00",null,"PAVEMENT LAYERS OF GRAVEL MATERIAL"]
[null,"35.00",null,"STABILIZATION"]
[null,"36.00",null,"CRUSHED STONE BASE"]
[null,"51.00",null,"PITCHING, STONEWORK AND PROTECTION AGAINST EROSION"]
[null,"52.00",null,"GABIONS"]
[null,"54.00",null,"GUARDRAILS"]
[null,"55.00",null,"FENCING"]
[null,"56.00",null,"ROAD SIGNS"]
[null,"57.00",null,"ROAD MARKINGS"]
[null,"58.00",null,"LANDSCAPING AND PLANTING PLANTS"]
[null,"59.00",null,"FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[null,"64.00",null,"CONCRETE FOR STRUCTURES"]
[null,"73.00",null,"CONCRETE BLOCK PAVING FOR ROADS"]
[null,"74.00",null,"PATENTED EARTH RETAINING SYSTEMS"]
["TOTAL CARRIED FORWARD TO SUMMARY OF SCHEDULES"]

{"sheet":"Summary","index":1,"n_rows":21,"n_cols":4,"rows_kept":21,"merged":[[0,1,0,3],[1,1,1,3]]}
[null,"CITY OF MBOMBELA\n\n\n\nMATSAFENI KAAPSCHEHOOP BUS ROUTE\n\n\n"]
["Rate=G","SUMMARY OF SCHEDULES"]
[null,"NO","DESCRIPTION","AMOUNT\nR"]
[null,"1","MATSAFENI KAPSCHEHOOP BUS ROUTE ROAD (6.28KM)"]
[]
[null,"2","Sub-Total A:Summary Schedules"]
[]
[null,"3","10% Contigencies"]
[]
[]
[null,"4","Sub-Total B"]
[]
[null,"5","6% Escalation"]
[]
[]
[null,"6","Sub-Total C"]
[]
[null,"7","VAT 15% "]
[]
[]
[null,8,"TOTAL CONSTRUCTION COST"]