{"text_format":"3","workbook":"xlsx","n_sheets":4,"sheets":["instructions","index","BoQ","summary"],"not_rendered":{"images":1,"defined_names":3},"read":"whole","date_system":"1900"}

{"sheet":"instructions","index":0,"n_rows":7,"n_cols":2,"rows_kept":7}
[]
[null,"• All sheets in this workbook are to be be printed on A4 paper and included with the hard copy submission."]
[null,"• When printing, select the \"Fit all columns on one page\" option on the PRINT SETUP page."]
[null,"• After entering all the rates and printing, this EXCEL file is to be uploaded on the JDE - SSS Module with the scanned copy of the signed tender document."]
[null,"• Tenderers are to rename the EXCEL file by adding their Central Supplier Database (CSD) registration number to the beginning of the file name:\nOld file name: \"1R-34224 BoQ for Tenderers (v1)_5-6.xlsx\"\nNew file name: \"MAAA####### 1R-34224 BoQ for Tenderers (v1)_5-6.xlsx\""]
[null,"ENTER ITEM RATES ONLY IN THE YELLOW SHADED CELLS"]
[null,"SCROLL DOWN THE SHEET TO ENTER ALL THE RATES"]

{"sheet":"index","index":1,"n_rows":50,"n_cols":3,"rows_kept":50,"merged":[[0,0,0,2],[8,2,8,3],[51,0,51,2],[53,0,53,2],[55,0,55,2]]}
["             eTHEKWINI MUNICIPALITY"]
[]
["ROAD INFRASTRUCTURE MANAGEMENT DIRECTORATE"]
["ROADS PROVISION DIVISION"]
["ROAD REHABILITATION BRANCH"]
[]
["Contract No.:",null,"1R-34224"]
[]
["Contract Desc.:",null,"Rates-Based Panel Contract for Road Rehabilitation Construction Works to be used As-and-When-Required, for a period of 3 Years (CIDB Grades 5 to 6CE), on Category C and D roads only"]
[]
["SECTION",1,"GENERAL REQUIREMENTS AND PROVISIONS"]
["PART    0102\n",null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS\n"]
["SECTION",2,"CONTRACTORS SITE ESTABLISHMENT"]
["PART    0103",null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND"]
["SECTION",3,"ACCOMMODATION OF TRAFFIC"]
["PART    0105",null,"C1.5 ACCOMMODATION OF TRAFFIC"]
["SECTION",4,"LOADING AND HAULING"]
["PART    0107",null,"C1.7 LOADING AND HAULING"]
["SECTION",5,"GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES"]
["PART    0201",null,"C2.1 GEN REQMENTS AND TRENCHING SERVICE"]
["SECTION",6,"DRY SERVICES"]
["PART    0202",null,"C2.2 DRY SERVICES"]
["SECTION",7,"DRAINS"]
["PART    0301",null,"C3.1 DRAINS"]
["SECTION",8,"CULVERTS"]
["PART    0302",null,"C3.2 CULVERTS"]
["SECTION",9,"CONCRETE KERBING AND CHANNELING, ASPHALT BERMS"]
["PART    0303",null,"C3.3 CONCRETE KERBING AND CHANNELING"]
["SECTION",10,"EXISTING ROAD MATERIALS"]
["PART    0403",null,"C4.3 EXISTING ROAD MATERIALS"]
["SECTION\nPART    0404",11,"COMMERCIAL MATERIALS\nC4.4 COMMERCIAL MATERIALS"]
["SECTION\nPART    0503",12,"ROAD PAVEMENT LAYERS\nC5.3 ROAD PAVEMENT LAYERS"]
["SECTION\nPART    0504",13,"STABILISATION\nC5.4 STABILISATION"]
["SECTION\nPART    0505",14,"RECONSTRUCTION OF PAVEMENT LAYERS\nC5.5 RECONSTRUCTION OF PAVEMENT LAYERS"]
["SECTION\nPART    0602",15,"SEGMENTAL BLOCK PAVING LAYERS\nC6.2 SEGMENTAL BLOCK PAVING LAYERS"]
["SECTION\nPART    0801",16,"PRIME COAT\nC8.1 PRIME COAT"]
["SECTION\nPART    0802",17,"COVER SPRAYS, FOG SPRAYS AND REJUVENATION SPRAYS\nC8.2 COVER, FOG, REJUVINATION SPRAYS"]
["SECTION\nPART    0805",18,"STANDARD CRACK SEALING\nC8.5 STANDARD CRACK SEALING"]
["SECTION\nPART    0806",19,"GEOSYNTHETIC CRACK SEALING\nC8.6 GEOSYNTHETIC CRACK SEALING"]
["SECTION\nPART    0807",20,"PLANNING\nC8.7 PLANING"]
["SECTION\nPART    0808",21,"PATCHING AND EDGE BREAK REPAIR\nC8.8 PATCHING AND EDGE BREAK REPAIR"]
["SECTION\nPART    0901",22,"ASPHALT LAYERS\nC9.1 ASPHALT LAYERS"]
["SECTION\nPART    1001",23,"SURFACE TREATMENTS\nC10.1 GENERAL REQUIREMENTS FOR SURFACE"]
["SECTION\nPART    1102",24,"NON-STRUCTURAL GABIONS\nC11.2 NON-STRUCTURAL GABIONS"]
["SECTION\nPART    1104",25,"ROAD RESTRAINT SYSTEMS\nC11.4 ROAD RESTRAINT SYSTEMS"]
["SECTION\nPART    1106",26,"ROAD SIGNS\nC11.6 ROAD SIGNS"]
["SECTION\nPART    1107",27,"ROAD MARKING\nC11.7 ROAD MARKINGS AND ROAD STUDS"]
["SECTION\nPART    1108",28,"LANDSCAPING AND PLANTING PLANTS\nC11.8 LANDSCAPING AND PLANTING PLANTS"]
["SECTION\nPART    1501",29,"CHEMICAL CONTROL OF UNDESIRABLE VEGETATION\nPSC15.1.1 CHEMICAL CONTROL OF VEGETATION"]
["SECTION\nPART    2001",30,"QUALITY ASSURANCE\nC20.1 TESTING MATERIALS AND JUDGEMENT"]

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["      eTHEKWINI MUNICIPALITY"]
[]
["ROAD INFRASTRUCTURE MANAGEMENT DIRECTORATE"]
["ROADS PROVISION DIVISION"]
["ROAD REHABILITATION BRANCH"]
[]
["Contract No.:",{"$nulls":3},"1R-34224"]
[]
["Contract Desc.:",{"$nulls":3},"Rates-Based Panel Contract for Road Rehabilitation Construction Works to be used As-and-When-Required, for a period of 3 Years (CIDB Grades 5 TO 6CE), on Category C and D roads only"]
[]
["BILL OF QUANTITIES"]
["SECTION   1          GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"PART","0102",null,"C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Programming and Reporting"]
[null,1,"C1.2.2.3",null,"Submission of a Scheme 2 Initial Programme","Lump sum",1,{"v":50000,"d":"R50,000.00"}]
[null,2,"C1.2.2.4",null,"Submission of a Scheme 2 Full Programme","Lump sum",1,{"v":50000,"d":"R50,000.00"}]
[null,3,"C1.2.2.5",null,"Reviewing and updating a Scheme 2 programme every month","months",12,null,{"$f":"G18*H18","v":0}]
[null,4,"C1.2.2.6",null,"Preparation and submission of all information and reports specified in the  Contract Documentation","months",12,null,0]
[null,5,"C1.2.4",null,"Stakeholder liaison","months",12,null,0]
[]
[{"$nulls":4},"Safety"]
[null,6,"C1.2.5.1; PS10",null,"Safety: Health and safety plan","Lump sum",1,{"v":60000,"d":"R60,000.00"}]
[null,7,"C1.2.5.2; PS10",null,"Implementation of health and safety plan","months",12,null,{"$f":"G24*H24","v":0}]
[null,8,"C1.2.6.1",null,"Work adjacent to properties:\nSurvey of adjacent properties","no",50,null,0]
[null,9,"C1.2.6.2",null,"Preventive and/or mitigation measures","PC Sum",1,{"v":60000,"d":"R60,000.00"}]
[null,10,"C1.2.6.3",null,"Handling cost, profit and all other charges in respect of item C1.2.6.2","%",null,null,{"$f":"H26*H27","v":0}]
[]
[{"$nulls":4},"Dayworks"]
[null,11,"C1.2.8.1(a)",null,"Dayworks: Personnel: (a) Unskilled labourer","hour",30,null,{"$f":"G30*H30","v":0}]
[null,12,"C1.2.8.1(b)",null,"Dayworks: Personnel: (b) Semi-skilled labourer","hour",30,null,0]
[null,13,"C1.2.8.1 (c )",null,"Dayworks: Personnel: (c) Skilled labourer","hour",30,null,0]
[null,14,"C1.2.8.1(d)",null,"Dayworks: Personnel: (d) Gang leader","hour",30,null,0]
[null,15,"C1.2.8.1 (e )",null,"Dayworks: Personnel: (e) Foreman","hour",30,null,0]
[null,16,"C1.2.8.2(a)",null,"Dayworks: Construction equipment: (a) Motor grader (110kW)","hour",30,null,0]
[null,17,"C1.2.8.2(d)",null,"Dayworks: Construction equipment: (d) Front end loader - (2m3 to 3m3 capacity)","hour",30,null,0]
[null,18,"C1.2.8.2 (e )",null,"Dayworks: Construction equipment: (e) Tractor loader backhoe (48kW)","hour",30,null,0]
[null,19,"C1.2.8.2(g)",null,"Dayworks: Construction equipment: (g) Compressor - (6m3/min. capacity with two jackhammers and two paving breakers with hoses)","hour",30,null,0]
[null,20,"C1.2.8.2(h)",null,"Dayworks: Construction equipment: (h) Bulldozer (mass of at least 35T & engine developing approx. 220 kW at the flywheel)","hour",30,null,0]
[null,21,"C1.2.8.2(i)",null,"Dayworks: Construction equipment: Water tanker (min. 10 kl capacity)","hour",30,null,0]
[null,22,"C1.2.8.4(a)",null,"Dayworks: Materials\n(a) Procurement of materials","PC Sum",1,{"v":150000,"d":"R150,000.00"}]
[null,23,"C1.2.8.4(b)",null,"(b) Contractor's handling costs, profit and all other charges in respect of item C1.2.8.4(a)","%",null,null,{"$f":"H41*H42","v":0}]
[]
[{"$nulls":4},"Community Participation"]
[null,24,"PSC1.2.10 (a)",null,"Community Participation - (a) Cost for community Participation (PLC and CLO)","PC Sum",1,{"v":300000,"d":"R300,000.00"}]
[null,25,"PSC1.2.10 (b)",null,"Community Participation - (b) Handling costs and profit in respect of sub-item PSC1.2.10(a) above","%",null,null,{"$f":"H45*H46","v":0}]
[null,26,"PSC1.2.11",null,"Employer's contribution to DAB (50%)","PC Sum",1,{"v":100000,"d":"R100,000.00"}]
[null,27,"PS12.4 (a) (i)",null,"Capturing of as-built data at the completion of the project (i) Surfacing works","no",12,null,{"$f":"G48*H48","v":0}]
[null,28,"PS12.4 (a) (ii)",null,"Capturing of as-built data at the completion of the project (ii) Recycling works","no",12,null,0]
[null,29,"PS12.4 (a) (iii)",null,"Capturing of as-built data at the completion of the project (iii) Granular works","no",12,null,0]
[null,30,"PS12.4 (a) (iv)",null,"Capturing of as-built data at the completion of the project (iv) Subgrade Improvement works","no",12,null,0]
[null,31,"PS12.4 (a) (v)",null,"Capturing of as-built data at the completion of the project (v) Ancillary works","no",12,null,0]
[null,32,"PSC1.2.12",null,"Provision of lighting for night time work","months",12,null,0]
[null,33,"PS11.4",null,"Provision of security on site to guard against any disruption of the works throughout the duration of the project, or part thereof.","months",12,null,0]
["TOTAL CARRIED TO SECTION 1 SUMMARY: GENERAL REQUIREMENTS AND PROVISIONS",{"$nulls":7},{"$f":"SUM(I16:I54)","v":0}]
[]
["SECTION   2          CONTRACTORS SITE ESTABLISHMENT"]
[null,"PART","0103",null,"C1.3 CONTRACTOR’S SITE ESTABLISHMENT"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"The Contractor's General Obligations"]
[null,1,"C1.3.1.1 (i)",null,"The Contractor's general obligations: Fixed obligations - Surfacing works","lump sum",1,{"v":500000,"d":"R500,000.00"}]
[null,2,"C1.3.1.1 (ii)",null,"The Contractor's general obligations: Fixed obligations - Recycling works","lump sum",1,{"v":500000,"d":"R500,000.00"}]
[null,3,"C1.3.1.1 (iii)",null,"The Contractor's general obligations: Fixed obligations - Granular works","lump sum",1,{"v":500000,"d":"R500,000.00"}]
[null,4,"C1.3.1.1 (iv)",null,"The Contractor's general obligations: Fixed obligations - Subgrade Improvement works","lump sum",1,{"v":250000,"d":"R250,000.00"}]
[null,5,"C1.3.1.1 (v)",null,"The Contractor's general obligations: Fixed obligations - Ancillary works","lump sum",1,{"v":125000,"d":"R125,000.00"}]
[null,6,"PSC1.3.1.3 (a)",null,"Time-related obligations (a) Mobilisation period (upto access to site)","months",12,null,{"$f":"G66*H66","v":0}]
[null,7,"PSC1.3.1.3 (b) (i)",null,"Time-related obligations (b) Execution of the works - (i) Surfacing works","months",12,null,0]
[null,8,"PSC1.3.1.3 (b) (ii)",null,"Time-related obligations (b) Execution of the works - (ii) Recycling works","months",12,null,0]
[null,9,"PSC1.3.1.3 (b) (iii)",null,"Time-related obligations (b) Execution of the works - (iii) Granular works","months",12,null,0]
[null,10,"PSC1.3.1.3 (b) (iv)",null,"Time-related obligations (b) Execution of the works - (iv) Subgrade Improvement works","months",12,null,0]
[null,11,"PSC1.3.1.3 (b) (v)",null,"Time-related obligations (b) Execution of the works - (v) Ancillary works","months",12,null,0]
[null,12,"PSC1.3.1.4 (a)",null,"Suspension cost (a) De-establishment","no",10,null,0]
[null,13,"PSC1.3.1.4 (b)",null,"Suspension cost (b) Re-establishment","no",10,null,0]
[null,14,"PSC1.3.1.4 (c )",null,"Suspension cost (c) Suspension period","months",6,null,0]
[null,15,"PSC1.3.1.4 (d)",null,"Suspension cost (d) Engineers cost","PC Sum",1,null,0]
[null,16,"C1.3.2",null,"Contract sign boards","m2",30,null,0]
["TOTAL CARRIED TO SECTION 2 SUMMARY: CONTRACTORS SITE ESTABLISHMENT",{"$nulls":7},{"$f":"SUM(I61:I76)","v":0}]
[]
["SECTION   3          ACCOMMODATION OF TRAFFIC"]
[null,"PART","0105",null,"C1.5 ACCOMMODATION OF TRAFFIC"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Accommodation of pedestrian and non-motorised traffic"]
[null,1,"C1.5.1.1",null,"Accommodation of pedestrian and non-motorised traffic","months",12,null,{"$f":"G83*H83","v":0}]
[]
[{"$nulls":4},"Accommodation of vehicular traffic"]
[null,6,"C1.5.2 (c)",null,"Accommodation of vehicular traffic (c) Category C : Minor Bus Routes and Collectors","months",12,null,{"$f":"G86*H86","v":0}]
[null,7,"C1.5.2 (d)",null,"Accommodation of vehicular traffic (d) Category D : Residential Streets","months",12,null,0]
[null,8,"C1.5.3",null,"Liaison with traffic authorities","sum",1,{"v":10000,"d":"R10,000.00"}]
[null,9,"C1.5.7.1(a)",null,"Temporary traffic control facilities:\nDelineators including mounting bases and ballast: Single sided, reversible left or right (1000 mmx250 mm, TW401 and TW402, Class III)","no",10,null,0]
[null,10,"C1.5.7.1(b)",null,"Delineators including mounting bases and ballast: Double sided, reversible left or right (1000 mmx250 mm, TW401 and TW402, Class III)","no",10,null,0]
[null,11,"C1.5.7.2",null,"Traffic cones, minimum height 750 mm","no",1,null,0]
[null,12,"C1.5.7.3",null,"Flagmen","man-day",200,null,0]
[null,13,"C1.5.7.7(a)",null,"Traffic calming devices:\n(a) 25 mm high x 100 mm wide asphalt rumble strips","m",30,null,0]
[null,14,"C1.5.7.7(b)",null,"(b) 50 mm high x 500 m wide asphalt rumble strips","m",30,null,0]
[null,15,"C1.5.8",null,"Traffic safety officer","man-day",365,null,0]
[null,16,"C1.5.9",null,"Traffic safety vehicle","months",12,null,0]
[]
[{"$nulls":4},"Provision of safety equipment for visitors"]
[null,17,"C1.5.11.1",null,"Provision of reflective safety vests for visitors","no",10,null,{"$f":"G99*H99","v":0}]
[null,18,"C1.5.11.2",null,"Provision of hard hats for visitors","no",5,null,0]
[]
[{"$nulls":4},"Additional traffic accommodation facilities ordered by the Engineer"]
[null,19,"C1.5.12.1",null,"Additional traffic accommodation facilities ordered by the Engineer:\nProvision of additional traffic accommodation facilities","PC Sum",1,{"v":200000,"d":"R200,000.00"}]
[null,20,"C1.5.12.2",null,"Handling cost, profit and all other charges in respect of item C1.5.12.1","%",null,null,{"$f":"H103*H104","v":0}]
[]
[{"$nulls":4},"Penalty Events"]
[null,21,"A1.5.3.7 (a)",null,"(a) Fixed penalty per occurrence - R5000 per day","RateOnly",null,null,{"$f":"G107*H107","v":0}]
[null,22,"A1.5.3.7 (b)",null,"(b) Time related penalty per occurrence - R500 per day","RateOnly",null,null,0]
["TOTAL CARRIED TO SECTION 3 SUMMARY: ACCOMMODATION OF TRAFFIC",{"$nulls":7},{"$f":"SUM(I83:I108)","v":0}]
[]
["SECTION   4          LOADING AND HAULING"]
[null,"PART","0107",null,"C1.7 LOADING AND HAULING"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Loading"]
[null,1,"C1.7.1.3",null,"Loading by hand only from stockpile or heaps when labour enhancement work is specified or it is not possible to use machines","m3",500,null,{"$f":"G115*H115","v":0}]
[]
[{"$nulls":4},"Hauling"]
[null,2,"C1.7.2.1(a)",null,"Hauling material for use in the Works and off-loading it on the site of the Works:\n(a) Soil, gravel, crushed stone and pavement layer material","m3 * km",1500,null,{"$f":"G118*H118","v":0}]
[null,3,"C1.7.2.2(a)",null,"Hauling material to spoil and off-loading it at a designated spoil area:\n(a) Cleared and grubbed material (organic matter and all other unsuitable or waste material)","m3 * km",1500,null,0]
[null,4,"C1.7.2.2( c)",null,"Hauling material to spoil and off-loading it at a designated spoil area: (c) Boulders and hard material","m3 * km",1500,null,0]
["TOTAL CARRIED TO SECTION 4 SUMMARY: LOADING AND HAULING",{"$nulls":7},{"$f":"SUM(I115:I120)","v":0}]
[]
["SECTION   5          GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES"]
[null,"PART","0201",null,"C2.1 GEN REQMENTS AND TRENCHING SERVICE"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Location, identification, protection and relocation of existing services"]
[null,1,"C2.1.1.1",null,"Location, identification, protection and relocation of existing services:\nContractor’s obligation","Lump sum",1,{"v":50000,"d":"R50,000.00"}]
[null,2,"C2.1.1.2",null,"Permanent services relocation or protection work by others","PC Sum",1,{"v":100000,"d":"R100,000.00"}]
[null,3,"C2.1.1.3",null,"Handling costs and profit in respect of item C2.1.1.2 above","%",null,null,{"$f":"H128*H129","v":0}]
[null,4,"C2.1.1.4",null,"Permanent services relocation or protection work by the Contractor","ProvSum",1,{"v":100000,"d":"R100,000.00"}]
[]
[{"$nulls":4},"Existing services location, detection and verification"]
[null,5,"C2.1.2.1",null,"Existing services location, detection and verification:\nUsing specialist detection services (ground penetrating radar, radio detection etc.)","PC Sum",1,{"v":100000,"d":"R100,000.00"}]
[null,6,"C2.1.2.2",null,"Handling costs and profit in respect of item C2.1.2.1 above","%",null,null,{"$f":"H133*H134","v":0}]
[null,7,"C2.1.2.3",null,"Survey to verify existing service positions","PC Sum",1,{"v":50000,"d":"R50,000.00"}]
[null,8,"C2.1.2.4",null,"Handling costs and profit in respect of item C2.1.2.3 above","%",null,null,{"$f":"H135*H136","v":0}]
[null,9,"C2.1.2.5",null,"Using hand excavation to locate, expose and verify services","m3",50,null,{"$f":"G137*H137","v":0}]
[null,10,"C2.1.3",null,"Obtaining construction or work permits","Lump sum",1,null,0]
[null,11,"C2.1.5",null,"Provision of record drawings and applicable data","Lump sum",1,null,0]
[]
[{"$nulls":4},"Trench excavation (in soft material)"]
[null,12,"C2.1.6.1(a)",null,"Trench excavation (in soft material):\nTrenches up to 1,0 m wide, (a) Up to 1,0 m deep","m3",550,null,{"$f":"G142*H142","v":0}]
[null,13,"C2.1.6.1(b)",null,"Trench excavation (in soft material):\nTrenches up to 1,0 m wide, (b) Over 1,0 m and up to 2,0 m deep","m3",250,null,0]
[null,14,"C2.1.6.2(a)",null,"Trench excavation (in soft material): \nTrenches over 1,0 m and up to 2,0 m wide:\n(a) Up to 1,0 m deep","m3",250,null,0]
[null,15,"C2.1.6.2(b)",null,"Trench excavation (in soft material):\n(b) Over 1,0 m and up to 2,0 m deep","m3",50,null,0]
[null,16,"C2.1.7.1",null,"Extra over items C2.1.6, C2.1.8 and C2.1.16 for excavating in:\nHard material irrespective of depth","m3",50,null,0]
[null,17,"C2.1.8",null,"Excavations outside the normal trench profile","m3",50,null,0]
[]
[{"$nulls":4},"Trench excavation using labour enhanced construction methods"]
[null,18,"C2.1.9.1(a)",null,"Trench excavation using labour enhanced construction methods:\nTrenches up to 1,0 m wide (in soft material)\n(a) Up to 1,0 m deep","m3",500,null,{"$f":"G150*H150","v":0}]
[null,19,"C2.1.9.3(a)",null,"Trench excavation using labour enhanced construction methods: Trenches up to 1,0 m wide (in intermediate material):\n(a) Up to 1,0 m deep","m3",250,null,0]
[]
[{"$nulls":4},"Backfilling of trenches"]
[null,20,"C2.1.11.1(a)",null,"Backfilling of trenches:\nBackfill compacted to 93 % (100 % for sand) of MDD (areas subject to traffic loads) using material:\n(a) From the excavated trench material","m3",500,null,{"$f":"G154*H154","v":0}]
[null,21,"C2.1.16",null,"Subsurface drains in trench bottoms (drawing no.: 38575)","m",100,null,0]
[null,22,"C2.1.17.1",null,"Removal and disposal of spoil material from trench excavations:\nTo spoil sites provided by the Employer as indicated in the Contract Documentation or as instructed by the Engineer","m3",550,null,0]
[]
[{"$nulls":4},"Dealing with water during services work"]
[null,23,"C2.1.19.1",null,"Dealing with surface water","Lump sum",1,{"v":50000,"d":"R50,000.00"}]
[null,24,"C2.1.19.2",null,"Dealing with subsurface water","Lump sum",1,{"v":50000,"d":"R50,000.00"}]
["TOTAL CARRIED TO SECTION 5 SUMMARY: GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES",{"$nulls":7},{"$f":"SUM(I127:I160)","v":0}]
[]
["SECTION   6          DRY SERVICES"]
[null,"PART","0202",null,"C2.2 DRY SERVICES"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Supply, lay and prove ducts"]
[null,1,"C2.2.1.1(a)",null,"Supply, lay and prove ducts : for U-PVC Class 6, 110mm diameter (OD) complete with couplings","m",100,null,{"$f":"G167*H167","v":0}]
[null,2,"C2.2.1.1(a)",null,"Supply, lay and prove ducts : for U-PVC Class 6, 160mm diameter (OD) complete with couplings","m",100,null,0]
[]
[{"$nulls":4},"Bedding for ducts compacted to 90 % of MDD (100 % for sand) using material:"]
[null,3,"C2.2.4.1",null,"Bedding for ducts compacted to 90 % of MDD (100 % for sand) using material: \nSelected from the excavated trench material","m3",500,null,{"$f":"G171*H171","v":0}]
[null,4,"C2.2.4.5(a)",null,"Bedding for ducts compacted to 90 % of MDD (100 % for sand) using material: \nFrom commercial sources :\n(a) G7 quality material","m3",500,null,0]
[]
[{"$nulls":4},"Concrete for bedding and encasement of ducts"]
[null,5,"C2.2.5.1",null,"Concrete for bedding and encasement of ducts:\nConcrete bedding (C16/20-20)","m3",50,null,{"$f":"G175*H175","v":0}]
[null,6,"C2.2.5.2",null,"Concrete encasement of ducts (C16/20-20)","m3",50,null,0]
[]
[{"$nulls":4},"Duct accessories (markers, marking, draw wires and end caps etc.)"]
[null,7,"C2.2.6.1",null,"Duct markers","no",50,null,{"$f":"G179*H179","v":0}]
[null,8,"C2.2.6.3",null,"Draw wires (2.5mm galvanised wire)","m",50,null,0]
[null,9,"C2.2.6.4",null,"End caps or plugs (cement and sand plug or suitable wood stopper)","no",50,null,0]
[]
[{"$nulls":4},"Handholes, manholes and access chambers for ducts"]
[null,10,"C2.2.7.2(a)",null,"Manholes (drawing reference no.: 38581/9, depth range 0-1200mm)","no",50,null,{"$f":"G184*H184","v":0}]
[null,11,"PSC2.2.7.4 (a)",null,"Brick Headwall to Ducts (depth range 0-1200mm, drawing reference 38581)","no",50,null,0]
[]
[{"$nulls":4},"Covers and frames for duct handholes, manholes and access chambers (as per Ethekweni Standard Details)"]
[null,12,"C2.2.8.1",null,"Covers and frames for duct handholes, manholes and access chambers:(as per eThekwini Standard Details - concrete manhole cover including frame)","no",50,null,{"$f":"G188*H188","v":0}]
[]
[{"$nulls":4},"Raising or lowering of various drainage or service structures"]
[null,13,"PSC2.2.10 (a)",null,"Raising or lowering of various drainage or service structures: (a) Existing manhole with concrete cover and frame in paved areas: (0 mm to 50 mm)","no",40,null,{"$f":"G191*H191","v":0}]
[null,14,"PSC2.2.10 (a) (i)",null,"Raising or lowering of various drainage or service structures: (i) Extra over item PSC2.2.10(a) for manhole fitted with concrete cover (50mm to 130 mm)","no",40,null,0]
[null,15,"PSC2.2.10 (b)",null,"Raising or lowering of various drainage or service structures: (b) Existing manhole with cast-iron cover and frame in paved areas: (0 mm to 50 mm)","no",40,null,0]
[null,16,"PSC2.2.10 (b) (i)",null,"Raising or lowering of various drainage or service structures: (i) Extra over item PSC2.2.10(b) for supply of new heavy duty cast iron covers and frames","no",40,null,0]
[null,17,"PSC2.2.10 (b) (ii)",null,"Raising or lowering of various drainage or service structures: (ii) Extra over item PSC2.2.10(b) for manhole fitted with cast-iron cover (50 mm to 130 mm)","no",40,null,0]
[null,18,"PSC2.2.10 (c )",null,"Raising or lowering of various drainage or service structures: (c) Existing chamber with cast-iron water valve cover in paved areas (0 mm to 50 mm)","no",40,null,0]
[null,19,"PSC2.2.10 (c ) (i)",null,"Raising or lowering of various drainage or service structures: (i) Extra over item PSC2.2.10( c) for cast-iron water valve cover: (50 mm to 130 mm)","no",40,null,0]
[null,20,"PSC2.2.10 (d)",null,"Raising or lowering of various drainage or service structures: (d) Existing cast-iron T.S.M. cover in paved areas: (0 mm to 50 mm)","no",40,null,0]
[null,21,"PSC2.2.10 (d) (i)",null,"Raising or lowering of various drainage or service structures: (i) Extra over item PSC2.2.10( d) for cast-iron water valve cover: (50 mm to 130 mm)","no",40,null,0]
[null,22,"PSC2.2.10 (e )",null,"Raising or lowering of various drainage or service structures: (e) Existing stormwater Type S1 inlets (depths between 0 mm to 130 mm)","no",40,null,0]
[null,23,"PSC2.2.10 (f)",null,"Raising or lowering of various drainage or service structures: (f) Existing stormwater Type S2 inlets (depth between 0 mm to 130 mm)","no",40,null,0]
[null,24,"PSC2.2.10 (g)",null,"Raising or lowering of various drainage or service structures: (g) Existing stormwater Type D3 inlets (depths between 0 mm to 130 mm)","no",40,null,0]
[null,25,"PSC2.2.10 (h)",null,"Raising or lowering of various drainage or service structures: (h) Existing stormwater Type S1 inlets (depths between 0 mm to 250 mm)","no",40,null,0]
[null,26,"PSC2.2.10 (j)",null,"Raising or lowering of various drainage or service structures: (j) Existing stormwater Type S2 inlets (depths between 0 mm to 250 mm)","no",40,null,0]
[null,27,"PSC2.2.10 (k)",null,"Raising or lowering of various drainage or service structures: (k) Existing stormwater Type D3 inlets (depths between 0 mm to 250 mm)","no",40,null,0]
[null,28,"PSC2.2.10 (l)",null,"Raising or lowering of various drainage or service structures: (l) Existing stormwater Type S1 inlets (depths between 0 mm to 500 mm)","no",40,null,0]
[null,29,"PSC2.2.10 (m)",null,"Raising or lowering of various drainage or service structures: (m) Existing stormwater Type S2 inlets (depths between 0 mm to 500 mm)","no",40,null,0]
[null,30,"PSC2.2.10 (n)",null,"Raising or lowering of various drainage or service structures: (n) Existing stormwater Type D3 inlets (depths between 0 mm to 500 mm)","no",40,null,0]
["TOTAL CARRIED TO SECTION 6 SUMMARY: DRY SERVICES",{"$nulls":7},{"$f":"SUM(I167:I208)","v":0}]
[]
["SECTION   7          DRAINS"]
[null,"PART","0301",null,"C3.1 DRAINS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Excavation for open drains:"]
[null,1,"C3.1.1.1(a)",null," Excavation for open drains: Excavating all material situated within the following depth ranges below the surface level\nusing conventional methods:\n(a) 0 m to 1,5 m","m3",450,null,{"$f":"G215*H215","v":0}]
[null,2,"C3.1.1.4",null,"Excavating soft material situated 0 m to 1,5 m below the surface level using labour enhanced construction methods","m3",25,null,0]
[null,3,"C3.1.1.5",null,"Excavating intermediate material situated 0 m to 1,5 m belo w the surface level using labour enhanced construction methods","m3",25,null,0]
[null,4,"C3.1.2.2",null,"Clearing, shaping and disposal of accumulated sediment in existing unlined open drains: Using labour enhanced construction methods","m3",450,null,0]
[]
[{"$nulls":4},"Excavation, clearing and disposal of accumulated sediment in existing lined drains and drainage systems"]
[null,5,"C3.1.3.3(a)",null,"Excavation, clearing and disposal of accumulated sediment in existing lined drains and drainage systems: \nUsing labour enhanced construction methods:\n(a) Manholes and inlet and outlet structures","m3",450,null,{"$f":"G221*H221","v":0}]
[null,6,"C3.1.3.3(c )",null,"Excavation, clearing and disposal of accumulated sediment in existing lined drains and drainage systems: \nUsing labour enhanced construction methods:\n(c) Concrete or other lined side drains","m3",50,null,0]
[]
[{"$nulls":4},"Excavation and disposal of material for subsoil drainage systems:"]
[null,7,"C3.1.4.1(a)",null,"Excavation and disposal of material for subsoil drainage systems: in all material situated within the following depth ranges below the surface:\n(a) 0 m to 1,5 m","m3",500,null,{"$f":"G225*H225","v":0}]
[null,8,"C3.1.4.2",null,"Excavating soft material situated within 0 m to 1,5 m below the surface level using labour enhanced construction methods","m3",50,null,0]
[null,9,"C3.1.4.3",null,"Excavating intermediate material situated within 0 m to 1,5 m below the surface level using labour enhanced construction methods","m3",50,null,0]
[null,10,"C3.1.4.4",null,"Extra over sub-item C3.1.4.1 for excavation in hard and boulder material, irrespective of depth","m3",250,null,0]
[null,11,"C3.1.5.2",null,"Impermeable backfilling to subsoil drainage systems:\nG5 material obtained from commercial sources","m3",100,null,0]
[null,12,"C3.1.7.2",null,"Natural permeable material in subsoil drainage systems (approved crushed stone): Crushed stone obtained from commercial sources - coarse grade (20mm nominal size)","m3",450,null,0]
[null,13,"C3.1.8.2",null,"Natural permeable material in subsoil drainage systems (approved natural sand): Natural sand from commercial sources - Fine sand (0,2 mm nominal maximum particle size)","m3",700,null,0]
[null,14,"C3.1.9.1",null,"Pipes in subsoil drainage systems: U-PVC pipes and fittings, normal duty, complete with couplings (150 mm ID, perforated or slotted)","m",1000,null,0]
[null,15,"C3.1.11",null,"Geotextiles  - Synthetic fibre filter fabric with 200mm overlap, grade 2 or similar approved","m2",1500,null,0]
[]
[{"$nulls":4},"Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems:"]
[null,16,"C3.1.13.1",null,"Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems: Outlet structures.","no",10,null,{"$f":"G236*H236","v":0}]
[null,17,"C3.1.13.3",null,"Concrete outlet structures, manhole boxes, junction boxes and cleaning eyes for subsoil drainage systems: Cleaning eyes","no",10,null,0]
[null,18,"C3.1.14.1",null,"Concrete caps for subsoil drain pipes","no",10,null,0]
[null,19,"C3.1.16",null,"Loading and hauling of material in excess of 1,0 km","m3-km",1500,null,0]
[null,20,"C3.1.18",null,"Backfilling of drains with selected material compacted to 93 % of MDD prior to construction of concrete lining and/or stone pitched lining","m3",150,null,0]
[null,21,"C3.1.19",null,"Exposing of existing subsoil drains","m3",20,null,0]
[null,22,"C3.1.20",null,"Breaking into existing drainage structures and install subsoil drain pipe","no",10,null,0]
["TOTAL CARRIED TO SECTION 7 SUMMARY: DRAINS",{"$nulls":7},{"$f":"SUM(I215:I242)","v":0}]
[]
["SECTION   8          CULVERTS"]
[null,"PART","0302",null,"C3.2 CULVERTS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Excavation for culvert structures:"]
[null,1,"C3.2.1.2",null,"Excavating soft material 0 m to 1,5 m below the surface level using labour enhanced construction methods, or instructed by hand under Clause A3.2.7.2d):","m3",1000,null,{"$f":"G249*H249","v":0}]
[null,2,"C3.2.2.1",null,"Backfilling: Using the excavated material","m3",700,null,0]
[]
[{"$nulls":4},"Backfilling"]
[null,3,"C3.2.2.2(a)",null,"Backfilling: Using imported selected material:\n(a) From commercial sources (G7 material)","m3",200,null,{"$f":"G253*H253","v":0}]
[null,4,"C3.2.2.2(b)",null,"Backfilling: Using imported selected material:\n(b) From sources on site (G7 material)","m3",200,null,0]
[]
[{"$nulls":4},"Concrete pipe culverts:"]
[null,5,"C3.2.3.2 (i)",null,"Concrete pipe culverts: On Class B bedding (i) (450mm diameter, class 50D)","m",100,null,{"$f":"G257*H257","v":0}]
[null,6,"C3.2.3.2 (ii)",null,"Concrete pipe culverts: On Class B bedding (i) (600mm diameter, class 50D)","m",200,null,0]
[null,7,"C3.2.3.2 (iii)",null,"Concrete pipe culverts: On Class B bedding (i) (450mm diameter, class 100D)","m",100,null,0]
[null,8,"C3.2.3.2 (iv)",null,"Concrete pipe culverts: On Class B bedding (i) (600mm diameter, class 100D)","m",200,null,0]
[null,9,"C3.2.3.5",null,"Provision of skew ends of pipe culvert (600mm diameter)","no",10,null,0]
[null,10,"C3.2.6",null,"Extra over items C3.2.3, C3.2.4 and C3.2.5 for constructing inclined culverts","m",800,null,0]
[]
[{"$nulls":4},"Cast in situ concrete and formwork:"]
[null,11,"C3.2.7.2",null,"Cast in situ concrete and formwork: In complete in situ floor slabs for rectangular culverts, manholes and catchpits including formwork, joints and Class U2 surface finish (30MPa/19mm) (installed at a standard depth of 1,0 m)","m3",40,null,{"$f":"G265*H265","v":0}]
[null,12,"C3.2.7.3",null,"Cast in situ concrete and formwork: In walls, excluding formwork but including Class U2 surface finish (30 Mpa/19mm)","m3",40,null,0]
[null,13,"C3.2.7.5",null,"Cast in situ concrete and formwork: In inlet and outlet structures including kerbs, chutes and downpipes, skewed ends, catchpits, manholes, thrust and anchor blocks, excluding formwork but including Class U2 surfacing finish (30 Mpa/19mm)","m3",300,null,0]
[null,14,"C3.2.7.6",null,"Cast in situ concrete and formwork: Formwork of concrete under items C3.2.7.3 to 5 above (Class F2)","m2",200,null,0]
[]
[{"$nulls":4},"Reinforcement"]
[null,15,"C3.2.10.2",null,"Reinforcement: High-tensile steel bars","t",50,null,{"$f":"G271*H271","v":0}]
[null,16,"C3.2.10.3",null,"Welded steel fabric","kg",450,null,0]
[null,17,"C3.2.15.4",null,"Extra over item C3.2.15.1 and C3.2.7.2 for variations in the depths of all types of concrete manholes with prefabricated, or in situ concrete or brickwork wall combinations deeper than 1,0 m designated for tendering purposes","m",50,null,0]
[null,18,"C3.2.16.3",null,"Brickwork (Engineering bricks): 345 mm thick","m2",50,null,0]
[null,19,"C3.2.17",null,"Plaster","m2",50,null,0]
[null,20,"C3.2.18",null,"Benching","m3",200,null,0]
[]
[{"$nulls":4},"Accessories"]
[null,21,"C3.2.19.8 (a)",null,"Accessories (as per eThekwini Standard details) - (a) Concrete Manhole cover including frame","no",10,null,{"$f":"G279*H279","v":0}]
[null,22,"C3.2.19.8 (b)",null,"Accessories (as per eThekwini Standard details) - (b) Light Duty left/right hand splay","no",10,null,0]
[null,23,"C3.2.19.8 (c )",null,"Accessories (as per eThekwini Standard details) - (c) Heavy Duty left/right hand splay","no",10,null,0]
[null,24,"C3.2.19.8 (d)",null,"Accessories (as per eThekwini Standard details) - (d) Light Duty Inlet Slab including cover","no",10,null,0]
[null,25,"C3.2.19.8 (e )",null,"Accessories (as per eThekwini Standard details) - (e ) Heavy Duty Inlet Slab including cover","no",10,null,0]
[null,26,"C3.2.19.8 (f)",null,"Accessories (as per eThekwini Standard details) - (f) Light Duty Support Beam","no",10,null,0]
[null,27,"C3.2.19.8 (g)",null,"Accessories (as per eThekwini Standard details) - (g) Heavy Duty Support Beam","no",10,null,0]
[null,28,"C3.2.19.8 (h)",null,"Accessories (as per eThekwini Standard details) - (h) Light/Heavy Duty cover","no",10,null,0]
[]
[null,29,"C3.2.22 (i)",null,"Cutting of concrete pipes (450mm diameter)","no",10,null,{"$f":"G288*H288","v":0}]
[null,30,"C3.2.22 (ii)",null,"Cutting of concrete pipes (600mm diameter)","no",10,null,0]
[null,31,"C3.2.23 (i)",null,"Breaking into existing drainage structures and building in pipes or culverts of the\nfollowing size (450mm diameter)","no",10,null,0]
[null,32,"C3.2.23 (ii)",null,"Breaking into existing drainage structures and building in pipes or culverts of the following size (600mm diameter)","no",10,null,0]
[]
[{"$nulls":4},"Compaction of bedding for inlets, outlets, manholes and catchpits:"]
[null,33,"C3.2.24.1 (a)",null,"Compaction of bedding for inlets, outlets, manholes and catchpits: Preparation and compaction of in situ bedding material to 90 % of MDD (100mm depth)","m3",40,null,{"$f":"G294*H294","v":0}]
[null,34,"C3.2.24.1 (b)",null,"Compaction of bedding for inlets, outlets, manholes and catchpits: Preparation and compaction of in situ bedding material to 90 % of MDD (150mm depth)","m3",40,null,0]
[null,35,"C3.2.24.1 (c )",null,"Compaction of bedding for inlets, outlets, manholes and catchpits: Preparation and compaction of in situ bedding material to 90 % of MDD (200mm depth)","m3",40,null,0]
[null,36,"C3.2.24.2 (a)",null,"Extra-over sub-item C3.2.24.1(a) for compaction to 93 % of MDD (100mm depth)","m3",20,null,0]
[null,37,"C3.2.24.2 (b)",null,"Extra-over sub-item C3.2.24.1(b) for compaction to 93 % of MDD (150mm depth)","m3",20,null,0]
[null,38,"C3.2.24.2 (c )",null,"Extra-over sub-item C3.2.24.1(c) for compaction to 93 % of MDD (200mm depth)","m3",20,null,0]
["TOTAL CARRIED TO SECTION 8 SUMMARY: CULVERTS",{"$nulls":7},{"$f":"SUM(I249:I299)","v":0}]
[]
["SECTION   9          CONCRETE KERBING AND CHANNELING, ASPHALT BERMS"]
[null,"PART","0303",null,"C3.3 CONCRETE KERBING AND CHANNELING"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Concrete kerbing:"]
[null,1,"C3.3.1.1 (a)",null,"Prefabricated kerbing on concrete bedding of class C16/20-20 cast in-situ. (a) Figure 4","m",1000,null,{"$f":"G306*H306","v":0}]
[null,2,"C3.3.1.1 (b)",null,"Prefabricated kerbing on concrete bedding of class C16/20-20 cast in-situ. (b) Figure 6","m",2000,null,0]
[null,3,"C3.3.1.1 (c )",null,"Prefabricated kerbing on concrete bedding of class C16/20-20 cast in-situ. (c) Figure 12","m",500,null,0]
[]
[{"$nulls":4},"Concrete kerbing-channeling combination:"]
[null,4,"C3.3.2.1 (a)",null,"Prefabricated kerbing-channeling on concrete bedding of class C16/20-20.  (a) Figure 4 and 150mm channel","m",1000,null,{"$f":"G311*H311","v":0}]
[null,5,"C3.3.2.1 (b)",null,"Prefabricated kerbing-channeling on concrete bedding of class C16/20-20.  (b) Figure 4 and 300mm channel","m",1000,null,0]
[null,6,"C3.3.2.1 (c )",null,"Prefabricated kerbing-channeling on concrete bedding of class C16/20-20.  (c) Figure 6 and 150mm channel","m",2000,null,0]
[null,7,"C3.3.2.1 (d)",null,"Prefabricated kerbing-channeling on concrete bedding of class C16/20-20.  (d) Figure 6 and 300mm channel","m",2000,null,0]
[null,8,"C3.3.2.1 (e )",null,"Prefabricated kerbing-channeling on concrete bedding of class C16/20-20.  (e) Figure 12 and 150mm channel","m",500,null,0]
[null,9,"C3.3.2.1 (f)",null,"Prefabricated kerbing-channeling on concrete bedding of class C16/20-20.  (f) Figure 12 and 300mm channel","m",500,null,0]
[null,10,"C3.3.2.1 (g) (i)",null,"Concrete kerbing-channelling combination constructed to standard drawing detail no. 38577 (i) Type A: Barrier kerb and cast in-situ channel/fillet (Arterial Road)","m",500,null,0]
[null,11,"C3.3.2.1 (g) (ii)",null,"Concrete kerbing-channelling combination constructed to standard drawing detail no. 38577 (ii) Type B: Barrier kerb and cast in-situ channel/fillet","m",500,null,0]
[null,12,"C3.3.2.1 (g) (iii)",null,"Concrete kerbing-channelling combination constructed to standard drawing detail no. 38577 (iii) Type C: Mountable kerb and cast in-situ channel/fillet","m",500,null,0]
[null,13,"C3.3.2.1 (g) (iv)",null,"Concrete kerbing-channelling combination constructed to standard drawing detail no. 38577 (iv) Type D: Barrier kerb and cast in-situ channel/fillet (Minor Road)","m",500,null,0]
[null,14,"C3.3.2.1 (g) (v)",null,"Concrete kerbing-channelling combination constructed to standard drawing detail no. 38577 (v) Type E: Semi-mountable kerb placed on road surface (Minor Road)","m",500,null,0]
[null,15,"C3.3.2.1 (g) (vi)",null,"Concrete kerbing-channelling combination constructed to standard drawing detail no. 38577 (vi) Type F: Mountable kerb with cast in-situ filet (Minor Road)","m",500,null,0]
[]
[{"$nulls":4},"Extra over items C3.3.1 and C3.3.2 for concrete kerbing or concrete kerbing and channeling on curves"]
[null,16,"C3.3.3.1",null,"Extra over items C3.3.1 and C3.3.2 for concrete kerbing or concrete kerbing and channeling on curves of radii more than or equal to 5,0 m but less than 20 m","m",50,null,{"$f":"G325*H325","v":0}]
[null,17,"C3.3.3.2",null,"Extra over items C3.3.1 and C3.3.2 for concrete kerbing or concrete kerbing and channeling on curves with radii more than or equal to 1,0 m but less than 5,0 m","m",50,null,0]
[null,18,"C3.3.3.3",null,"Extra over items C3.3.1 and C3.3.2 for concrete kerbing or concrete kerbing and channeling on curves with radii less than 1,0 m","m",50,null,0]
[null,19,"C3.3.4",null,"Extra over item C3.3.2 for drop kerbs at pedestrian crossings and driveways","m",50,null,0]
[]
[{"$nulls":4},"Cast in situ concrete chutes (including Mitre chutes):"]
[null,20,"C3.3.7.1",null,"Cast in situ concrete chutes (measured by components): Concrete (class C25/30-20)","m3",100,null,{"$f":"G331*H331","v":0}]
[null,21,"C3.3.7.2",null,"Cast in situ concrete chutes (measured by components): Formwork (U2 surface finish)","m2",450,null,0]
[]
[{"$nulls":4},"Linings for open drains:"]
[null,22,"C3.3.8.1",null,"Linings for open drains: Cast in situ concrete lining (Class C25/30-20) for type F drain)","m3",50,null,{"$f":"G335*H335","v":0}]
[null,23,"C3.3.8.2",null,"Linings for open drains: ClassU2 surface finish to cast in situ concrete (for type F drain)","m2",300,null,0]
[]
[{"$nulls":4},"Formwork to cast in situ concrete lining for open drains (Class F2 surface finish):"]
[null,24,"C3.3.9.2",null,"Formwork to cast in situ concrete lining for open drains (Class F2 surface finish): To sides with formwork on both internal and external faces (each face measured)","m2",20,null,{"$f":"G339*H339","v":0}]
[null,25,"C3.3.9.3",null,"Formwork to cast in situ concrete lining for open drains (Class F2 surface finish): To ends of slabs","m2",30,null,0]
[null,26,"C3.3.14",null,"Cutting bituminous surfacing and pavement layers for concrete kerbing, channeling or concrete-lined drains","m",1000,null,0]
[null,27,"C3.3.16",null,"Demolition and removal of existing kerbs and/or channel (300mm wide)","m3",100,null,0]
["TOTAL CARRIED TO SECTION 9 SUMMARY: CONCRETE KERBING AND CHANNELING, ASPHALT BERMS",{"$nulls":7},{"$f":"SUM(I306:I342)","v":0}]
[]
["SECTION   10          EXISTING ROAD MATERIALS"]
[null,"PART","0403",null,"C4.3 EXISTING ROAD MATERIALS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Additional material investigations"]
[null,1,"C4.3.1.1",null,"Additional material investigations: Cost of additional trial pits, sampling of asphalt and laboratory testing","PC Sum",1,{"v":100000,"d":"R100,000.00"}]
[null,2,"C4.3.1.2",null,"Handling cost and profit in respect of item C4.3.1.1","%",null,null,{"$f":"H350*H349","v":0}]
[]
[{"$nulls":4},"Cleaning the existing road surface"]
[null,3,"C4.3.2.1",null,"Cleaning the existing road surface: cost to clean the road surface","PC Sum",1,{"v":50000,"d":"R50,000.00"}]
[null,4,"C4.3.2.2",null,"Handling costs and profit in respect of item C4.3.1.1","%",null,null,{"$f":"H353*H354","v":0}]
[null,5,"C4.3.3",null,"Removal of bituminous seal surfacing (thickness not exceeding 30 mm)","m2",500,null,{"$f":"G355*H355","v":0}]
[]
[{"$nulls":4},"Saw-cutting existing materials within the following average depth ranges"]
[null,6,"C4.3.4.1(a)",null,"Saw-cutting existing materials within the following average depth ranges:\nAsphalt:\n(a) Up to 50 mm","m",1500,null,{"$f":"G358*H358","v":0}]
[null,7,"C4.3.4.1(b)",null,"Saw-cutting existing materials within the following average depth ranges:Asphalt (b) Exceeding 50 mm and up to 100 mm","m",500,null,0]
[null,8,"C4.3.4.2(a)",null,"Saw-cutting existing materials within the following average depth ranges:\nCrushed stone and gravel material:\n(a) Up to 100 mm","m",250,null,0]
[null,9,"C4.3.4.2(b)",null,"Saw-cutting existing materials within the following average depth ranges:\nCrushed stone and gravel material: (b) Exceeding 100 mm and up to 200 mm","m",250,null,0]
[null,10,"C4.3.4.3(a)",null,"Saw-cutting existing materials within the following average depth ranges:\nCemented material:\n(a) Up to 100 mm","m",250,null,0]
[null,11,"C4.3.4.3(b)",null,"Saw-cutting existing materials within the following average depth ranges: (b) Exceeding 100 mm and up to 200 mm","m",250,null,0]
[null,12,"C4.3.4.4(a)",null,"Saw-cutting existing materials within the following average depth ranges:\nConcrete material:\n(a) Up to 50 mm","m",250,null,0]
[null,13,"C4.3.4.4(b)",null,"Saw-cutting existing materials within the following average depth ranges:\nConcrete material (b) Exceeding 50 mm and up to 100 mm","m",250,null,0]
[]
[{"$nulls":4},"Providing the milling machine on the site"]
[null,14,"C4.3.5.1",null,"Providing small milling machine with a cutting width of 1,2 m or smaller","no",5,null,{"$f":"G368*H368","v":0}]
[null,15,"PSC4.3.5.1(i)",null,"Moving the small milling machine with a cutting width of 1,2 m or smaller within the municipal boundary","no",10,null,0]
[null,16,"C4.3.5.2",null,"Providing large milling machine with a cutting width exceeding 1,2 m","no",5,null,0]
[null,17,"PSC4.3.5.1(ii)",null,"Moving the large milling machine with a cutting width of greater than 1,2 within the municipal boundary","no",10,null,0]
[null,18,"PSC4.3.5.3 (i)",null,"Providing of a Wirtgen KMA 240 recycler (or similar) on site","no",5,null,0]
[null,19,"PSC4.3.5.3 (ii)",null,"Moving the Wirtgen KMA 240 recycler (or similar) within the municipal boundary","no",5,null,0]
[]
[{"$nulls":4},"Milling and removal of existing asphalt layers with an average milling depth (Employer takes ownership)"]
[null,20,"C4.3.7.1",null,"Milling and removal of existing asphalt layers with an average milling depth (Employer takes ownership): Not exceeding 50 mm","m3",2500,null,{"$f":"G376*H376","v":0}]
[null,21,"C4.3.7.2",null,"Milling and removal of existing asphalt layers with an average milling depth (Employer takes ownership: Exceeding 50 mm but not exceeding 100 mm","m3",1500,null,0]
[null,22,"C4.3.7.3",null,"Milling and removal of existing asphalt layers with an average milling depth (Employer takes ownership: Exceeding 100 mm","m3",1000,null,0]
[]
[{"$nulls":4},"Excavating material by milling"]
[null,23,"C4.3.8.1",null,"Excavating material by milling: Crushed stone material","m3",300,null,{"$f":"G381*H381","v":0}]
[null,24,"C4.3.8.2",null,"Excavating material by milling: Cemented material","m3",300,null,0]
[null,25,"C4.3.8.3",null,"Excavating material by milling: Natural gravel material","m3",300,null,0]
[]
[{"$nulls":4},"Excavating material by using conventional road construction equipment"]
[null,26,"C4.3.9.1",null,"Excavating material by using conventional road construction equipment: Asphalt material","m3",200,null,{"$f":"G386*H386","v":0}]
[null,27,"C4.3.9.2",null,"Excavating material by using conventional road construction equipment: Crushed stone and macadam materials","m3",200,null,0]
[null,28,"C4.3.9.3",null,"Excavating material by using conventional road construction equipment: Cemented material","m3",200,null,0]
[null,29,"C4.3.9.4",null,"Excavating material by using conventional road construction equipment: Natural gravel and sand materials","m3",200,null,0]
[]
[{"$nulls":4},"Excavating material by using labour enhanced methods of construction"]
[null,30,"C4.3.10.1",null,"Excavating material by using labour enhanced methods of construction: Asphalt material","m3",50,null,{"$f":"G392*H392","v":0}]
[null,31,"C4.3.10.2",null,"Excavating material by using labour enhanced methods of construction:Crushed stone and macadam materials","m3",25,null,0]
[null,32,"C4.3.10.3",null,"Excavating material by using labour enhanced methods of construction: Cemented material","m3",25,null,0]
[null,33,"C4.3.10.4",null,"Excavating material by using labour enhanced methods of construction: Natural gravel and sand materials","m3",25,null,0]
[null,34,"C4.3.11",null,"Breaking down a stabilised layer by using conventional road construction equipment","m3",25,null,0]
[]
[{"$nulls":4},"Removing of existing concrete material within the following average depth ranges by"]
[null,35,"C4.3.12.1(a)",null,"Removing of existing concrete material within the following average depth ranges by: The break-up method:\n(a) Not exceeding 150 mm","m3",200,null,{"$f":"G399*H399","v":0}]
[null,36,"C4.3.12.1(b)",null,"Removing of existing concrete material within the following average depth ranges by: The break-up method: (b) Exceeding 150 mm but not exceeding 250 mm","m3",200,null,0]
[null,37,"C4.3.12.2(a)",null,"Removing of existing concrete material within the following average depth ranges by: The break-up method using labour enhanced methods of construction:\n(a) Not exceeding 75 mm","m3",100,null,0]
[null,38,"C4.3.12.2(b)",null,"Removing of existing concrete material within the following average depth ranges by: The break-up method using labour enhanced methods of construction: (b) Exceeding 75 mm but not exceeding 200 mm","m3",100,null,0]
[null,39,"C4.3.12.3(a)",null,"Removing of existing concrete material within the following average depth ranges by: The lift-out method:\n(a) Not exceeding 150 mm","m3",100,null,0]
[null,40,"C4.3.12.3(b)",null,"Removing of existing concrete material within the following average depth ranges by: The lift-out method: (b) Exceeding 150 mm but not exceeding 250 mm","m3",100,null,0]
[]
[{"$nulls":4},"Removing of existing road edging and services structures"]
[null,41,"C4.3.14.1(a)(i)",null,"Removing of existing road edging using construction equipment:\n(a) Kerbing and edge beams:\n(i) In situ concrete kerbing and edge beams","m3",150,null,{"$f":"G407*H407","v":0}]
[null,42,"C4.3.14.1(a)(ii)",null,"Removing of existing road edging using construction equipment:\n(a) Kerbing and edge beams:\n(ii) Precast concrete kerbing (figure 4/6/12)","m",500,null,0]
[null,43,"C4.3.14.1(a)(iii)",null,"Removing of existing road edging using construction equipment:\n(a) Kerbing and edge beams:\n(iii) Precast concrete kerbing (figure 4/6/12) and situ concrete channel","m",500,null,0]
[null,44,"C4.3.14.1(b)",null,"Removing of existing road edging using construction equipment:\n(b) Kerb inlets","no",50,null,0]
[null,45,"C4.3.14.2(a)(i)",null,"Removing of existing road edging using labour enhanced methods of construction:\n(a) Kerbing and edge beams:\n(i) In situ concrete kerbing and edge beams","m3",100,null,0]
[null,46,"C4.3.14.2(a)(ii)",null,"Removing of existing road edging using labour enhanced methods of construction:\n(a) Kerbing and edge beams:\n(ii) Precast concrete kerbing (figure 4/6/12)","m",100,null,0]
[null,47,"C4.3.14.2(a)(iii)",null,"Removing of existing road edging using construction equipment:\n(a) Kerbing and edge beams:\n(iii) Precast concrete kerbing (figure 4/6/12) and situ concrete channel","m",100,null,0]
[null,48,"C4.3.14.2(b)",null,"Removing of existing road edging using labour enhanced methods of construction:\n(b) Kerb inlets","no",50,null,0]
[]
[{"$nulls":4},"Stockpiling of road layer materials"]
[null,49,"C4.3.15.2",null,"Stockpiling of road layer materials: Crushed stone material","m3",100,null,{"$f":"G417*H417","v":0}]
[null,50,"C4.3.15.3",null,"Stockpiling of road layer materials: Cemented material","m3",100,null,0]
[null,51,"C4.3.15.4",null,"Stockpiling of road layer materials: Natural gravel material","m3",100,null,0]
[]
[{"$nulls":4},"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Employer, material consisting of"]
[null,52,"C4.3.17.1",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Employer, material consisting of: Asphalt material","m3",150,null,{"$f":"G422*H422","v":0}]
[null,53,"C4.3.17.2",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Employer, material consisting of: Crushed stone, macadam, gravel and sand material","m3",100,null,0]
[null,54,"C4.3.17.3",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Employer, material consisting of: Cemented material","m3",100,null,0]
[null,55,"C4.3.17.4",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Employer, material consisting of: Concrete material","m3",100,null,0]
[]
[{"$nulls":4},"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of"]
[null,56,"C4.3.18.1",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of: Asphalt material","m3",150,null,{"$f":"G428*H428","v":0}]
[null,57,"C4.3.18.2",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of: Crushed stone, macadam, gravel and sand material","m3",100,null,0]
[null,58,"C4.3.18.3",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of: Cemented material","m3",100,null,0]
[null,59,"C4.3.18.4",null,"Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of: Concrete material","m3",100,null,0]
["TOTAL CARRIED TO SECTION 10 SUMMARY: EXISTING ROAD MATERIALS",{"$nulls":7},{"$f":"SUM(I349:I431)","v":0}]
[]
["SECTION   11          COMMERCIAL MATERIALS"]
[null,"PART","0404",null,"C4.4 COMMERCIAL MATERIALS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[null,1,"C4.4.2.1(b)",null,"Commercial materials identified by the Contractor from commercial suppliers:Pavement layer material: (b) Type G2 material","m3",800,null,{"$f":"G437*H437","v":0}]
[null,2,"C4.4.2.1(c )",null,"Commercial materials identified by the Contractor from commercial suppliers:Pavement layer material: (c ) Type G3 material","m3",800,null,0]
[null,3,"C4.4.2.1(d)",null,"Commercial materials identified by the Contractor from commercial suppliers:Pavement layer material: (d) Type G4 material","m3",800,null,0]
[null,4,"C4.4.2.1(e )",null,"Commercial materials identified by the Contractor from commercial suppliers:Pavement layer material: (e ) Type G5 material","m3",1000,null,0]
[null,5,"C4.4.2.5(a)",null,"Commercial materials identified by the Contractor from commercial suppliers:Fill material in the earthworks:\n(a) Normal or coarse fill","m3",250,null,0]
[null,6,"C4.4.2.5(b)",null,"Commercial materials identified by the Contractor from commercial suppliers:Fill material in the earthworks:\n(b) Rock fill","m3",500,null,0]
[null,7,"C4.4.2.6",null,"Commercial materials identified by the Contractor from commercial suppliers:Pioneer material","m3",500,null,0]
[]
[{"$nulls":4},"Cementitious stabilising agents"]
[null,8,"C4.4.4.1",null,"Cementitious stabilising agents: Cement","t",40,null,{"$f":"G446*H446","v":0}]
[null,9,"C4.4.4.2",null,"Cementitious stabilising agents: Road lime","t",40,null,0]
[]
[{"$nulls":4},"Bituminous stabilising agents"]
[null,10,"C4.4.5.1",null,"Bituminous stabilising agents: Penetration grade bitumen (grade 70/100)","t",50,null,{"$f":"G450*H450","v":0}]
[null,11,"C4.4.5.2",null,"Bituminous stabilising agents: Emulsion stable grade (anionic 60% nett bitumen)","t",50,null,0]
[]
[{"$nulls":4},"Fillers for bituminous stabilisation"]
[null,12,"C4.4.6 (a)",null,"Fillers for bituminous stabilisation (Cement, CEM II B-L 32.5N)","t",10,null,{"$f":"G454*H454","v":0}]
[null,13,"C4.4.6 (b)",null,"Fillers for bituminous stabilisation (Hydrated lime)","t",10,null,0]
[]
[{"$nulls":4},"Sampling and material testing by a commercial laboratory for the stabilisation designs"]
[null,14,"C4.4.7.1",null,"Cost of sampling and material testing","PC Sum",1,{"v":150000,"d":"R150,000.00"}]
[null,15,"C4.4.7.2",null,"Handling cost and profit in respect of item C4.4.7.1","%",null,null,{"$f":"H458*H459","v":0}]
["TOTAL CARRIED TO SECTION 11 SUMMARY: COMMERCIAL MATERIALS",{"$nulls":7},{"$f":"SUM(I437:I459)","v":0}]
[]
["SECTION   12          ROAD PAVEMENT LAYERS"]
[null,"PART","0503",null,"C5.3 ROAD PAVEMENT LAYERS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[null,1,"C5.3.1",null,"Compiling and implementing M&U plans for the construction of all the pavement layers.","no",10,null,{"$f":"G465*H465","v":0}]
[null,2,"C5.3.2.1(i)(i)",null,"(i) Lower subbase gravel layer (unstabilised) (150mm thickness) compacted to 95 % of MDD","m3",50,null,0]
[null,3,"C5.3.2.1(i) (ii)",null,"(i) Lower subbase gravel layer (unstabilised) (200mm thickness) compacted to 95 % of MDD","m3",50,null,0]
[null,4,"C5.3.2.1(j) (i)",null,"(j) Lower subbase gravel layer (chemically stabilised) (150mm thickness) compacted to 95 % of MDD","m3",50,null,0]
[null,5,"C5.3.2.1(j) (ii)",null,"(j) Lower subbase gravel layer (chemically stabilised) (200mm thickness) compacted to 95 % of MDD","m3",50,null,0]
[null,6,"C5.3.2.1(k) (i)",null,"(k) Upper subbase gravel layer (unstabilised), (150mm thickness) compacted to 97 % of MDD","m3",50,null,0]
[null,7,"C5.3.2.1(k) (ii)",null,"(k) Upper subbase gravel layer (unstabilised), (200mm thickness) compacted to 97 % of MDD","m3",50,null,0]
[null,8,"C5.3.2.1(l) (i)",null,"(l) Upper subbase gravel layer (chemically stabilised), (150mm thickness) compacted to 95 % of MDD","m3",50,null,0]
[null,9,"C5.3.2.1(l) (ii)",null,"(l) Upper subbase gravel layer (chemically stabilised), (200mm thickness) compacted to 95 % of MDD","m3",50,null,0]
[null,10,"C5.3.2.1(n) (i)",null,"(n) Gravel base layer (chemically stabilised), (BSM1 150mm thickness) compacted to 98 % of MDD","m3",200,null,0]
[null,11,"C5.3.2.1(n) (ii)",null,"(n) Gravel base layer (chemically stabilised), (BSM1 200mm thickness) compacted to 98 % of MDD","m3",200,null,0]
[null,12,"C5.3.2.1(n) (iii)",null,"(n) Gravel base layer (chemically stabilised), (BSM1 150mm thickness) compacted to 100 % of MDD","m3",200,null,0]
[null,13,"C5.3.2.1(n) (iv)",null,"(n) Gravel base layer (chemically stabilised), (BSM1 200mm thickness) compacted to 100 % of MDD","m3",200,null,0]
[null,14,"C5.3.2.1(n) (v)",null,"(n) Gravel base layer (chemically stabilised), (BSM2 150mm thickness) compacted to 98 % of MDD","m3",200,null,0]
[null,15,"C5.3.2.1(n) (vi)",null,"(n) Gravel base layer (chemically stabilised), (BSM2 200mm thickness) compacted to 98 % of MDD","m3",200,null,0]
[null,16,"C5.3.2.1(n) (vii)",null,"(n) Gravel base layer (chemically stabilised), (BSM2 150mm thickness) compacted to 100 % of MDD","m3",200,null,0]
[null,17,"C5.3.2.1(n) (viii)",null,"(n) Gravel base layer (chemically stabilised), (BSM2 200mm thickness) compacted to 100 % of MDD","m3",200,null,0]
[null,18,"C5.3.2.1(o) (i)",null,"(o) G5B crushed rock/boulder subbase layer (150mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,19,"C5.3.2.1(o) (ii)",null,"(o) G5B crushed rock/boulder subbase layer (200mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,20,"C5.3.2.1(p) (i)",null,"(p) G5B crushed rock/boulder base layer (150mm thickness) compacted to 100 % of MDD","m3",100,null,0]
[null,21,"C5.3.2.1(p) (ii)",null,"(p) G5B crushed rock/boulder base layer (200mm thickness) compacted to 100 % of MDD","m3",100,null,0]
[null,22,"C5.3.2.1(q) (i)",null,"(q) G5A crushed rock/boulder subbase layer (150mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,23,"C5.3.2.1(q) (ii)",null,"(q) G5A crushed rock/boulder subbase layer (200mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,24,"C5.3.2.1 (r ) (i)",null,"(r) G5A crushed rock/boulder base layer (150mm thickness) compacted to 100 % of MDD","m3",100,null,0]
[null,25,"C5.3.2.1 (r ) (ii)",null,"(r) G5A crushed rock/boulder base layer (200mm thickness) compacted to 100 % of MDD","m3",100,null,0]
[null,26,"C5.3.2.1(s) (i)",null,"(s) G4A crushed rock/boulder lower subbase layer (unstabilised or chemically stabilised) (150mm thickness) compacted to 95 % of MDD","m3",100,null,0]
[null,27,"C5.3.2.1(s) (ii)",null,"(s) G4A crushed rock/boulder lower subbase layer (unstabilised or chemically stabilised) (200mm thickness) compacted to 95 % of MDD","m3",100,null,0]
[null,28,"C5.3.2.1(t) (i)",null,"(t) G4A crushed rock/boulder upper subbase layer (unstabilised or chemically stabilised) (150mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,29,"C5.3.2.1(t) (ii)",null,"(t) G4A crushed rock/boulder upper subbase layer (unstabilised or chemically stabilised) (200mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,30,"C5.3.2.1(u) (i)",null,"(u) G4A crushed rock/boulder subbase layer (150mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,31,"C5.3.2.1(u) (ii)",null,"(u) G4A crushed rock/boulder subbase layer (200mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,32,"C5.3.2.1(v) (i)",null,"(v) G3 crushed stone subbase layer (unstabilised or chemically stabilised) (150mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,33,"C5.3.2.1(v) (ii)",null,"(v) G3 crushed stone subbase layer (unstabilised or chemically stabilised) (200mm thickness) compacted to 97 % of MDD","m3",100,null,0]
[null,34,"C5.3.2.1(w) (i)",null,"(w) G3 crushed stone base layer (150mm thickness) compacted to 85 % of BD","m3",100,null,0]
[null,35,"C5.3.2.1(w) (ii)",null,"(w) G3 crushed stone base layer (200mm thickness) compacted to 85 % of BD","m3",100,null,0]
[null,36,"C5.3.2.1(x) (i)",null,"(x) G2 crushed stone base layer (150mm thickness) compacted to 88 % of BD","m3",200,null,0]
[null,37,"C5.3.2.1(x) (ii)",null,"(x) G2 crushed stone base layer (200mm thickness) compacted to 88 % of BD","m3",200,null,0]
[null,38,"PSC12.3.20 (i)",null,"(dd) (i) Construction of a dumprock subgrade layer","m3",300,null,0]
[null,39,"PSC12.3.20 (ii)",null,"(dd) (ii) Choking of G5 material into dumprock layer","m3",200,null,0]
[]
[{"$nulls":4},"Geofabrics"]
[null,40,"PSC12.3.20 (iii)",null,"Geotextile - Grade 1","m2",100,null,{"$f":"G506*H506","v":0}]
[null,41,"PSC12.3.20 (iii)",null,"Geotextile - Grade 2","m2",300,null,0]
[null,42,"PSC12.3.20 (iii)",null,"Geotextile - Grade 3","m2",100,null,0]
[null,43,"PSC12.3.20 (iii)",null,"Geotextile - Grade 4","m2",100,null,0]
[null,44,"PSC12.3.20 (iii)",null,"Geotextile - Grade 5","m2",100,null,0]
[null,45,"PSC12.3.20 (iii)",null,"Geotextile - Grade 6","m2",100,null,0]
[null,46,"PSC12.3.20 (iii)",null,"Geotextile - Grade 7","m2",100,null,0]
[null,47,"PSC12.3.20 (iii)",null,"Geotextile - Grade 8","m2",100,null,0]
[null,48,"PSC12.3.20 (iii)",null,"Geotextile - Grade 9","m2",100,null,0]
[null,49,"PSC12.3.20 (iii)",null,"Geotextile - Grade 10","m2",100,null,0]
[null,50,"C5.3.8",null,"Processing of coarse gravel subbase or base layers","m3",50,null,0]
[]
[{"$nulls":4},"Construction of a trial section:"]
[null,51,"C5.3.9.1(a) (i)",null,"Construction of a trial section using conventional methods of construction\n(a) Stabilised gravel trial section (150mm layer thickness)","m2",1500,null,{"$f":"G519*H519","v":0}]
[null,52,"C5.3.9.1(a) (ii)",null,"Construction of a trial section using conventional methods of construction\n(a) Stabilised gravel trial section (200mm layer thickness)","m2",1500,null,0]
[null,53,"C5.3.9.1(b) (i)",null,"(b) Crushed stone subbase trial section (150mm layer thickness)","m2",1500,null,0]
[null,54,"C5.3.9.1(b) (ii)",null,"(b) Crushed stone subbase trial section (200mm layer thickness)","m2",1500,null,0]
[null,55,"C5.3.9.1(c ) (i)",null,"(c) Crushed stone base trial section (150mm layer thickness)","m2",1500,null,0]
[null,56,"C5.3.9.1(c ) (ii)",null,"(c) Crushed stone base trial section (200mm layer thickness)","m2",1500,null,0]
[null,57,"C5.3.9.1(d) (i)",null,"(d) PMPL trial section (150mm layer thickness)","m2",1500,null,0]
[null,58,"C5.3.9.1(d) (ii)",null,"(d) PMPL trial section (200mm layer thickness)","m2",1500,null,0]
[]
[{"$nulls":4},"Removal of a completed trial section"]
[null,59,"C5.3.10.1",null,"Removal of a completed trial section\nStabilised layer","m3",200,null,{"$f":"G529*H529","v":0}]
[null,60,"C5.3.10.2",null,"Removal of a completed trial section\nPMPL layer","m3",200,null,0]
[null,61,"C5.3.10.3",null,"Removal of a completed trial section\nCrushed stone layer","m3",200,null,0]
[]
[{"$nulls":4},"Riding quality measurements"]
[null,62,"C5.3.11.1",null,"Riding quality measurements\nUsing a 3,0 m straight edge","km",5,null,{"$f":"G534*H534","v":0}]
[null,63,"C5.3.11.2",null,"Riding quality measurements\nUsing a rolling straight edge","km",5,null,0]
[null,64,"C5.3.11.3",null,"Riding quality measurements\nUsing an inertial profilometer","km",2,null,0]
["TOTAL CARRIED TO SECTION 12 SUMMARY: ROAD PAVEMENT LAYERS",{"$nulls":7},{"$f":"SUM(I465:I536)","v":0}]
[]
["SECTION   13          STABILISATION"]
[null,"PART","0504",null,"C5.4 STABILISATION"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Bituminous stabilisation of pavement layers"]
[null,1,"C5.4.7 (a)",null,"Bituminous stabilisation (150mm thickness) of pavement layers - base layer, (BSM1 constructed using PMPL)","m3",200,null,{"$f":"G543*H543","v":0}]
[null,2,"C5.4.7 (b)",null,"Bituminous stabilisation (200mm thickness) of pavement layers- base layer, (BSM1 constructed using PMPL)","m3",100,null,0]
[null,3,"C5.4.7 (c )",null,"Bituminous stabilisation (250mm thickness) of pavement layers - base layer, (BSM1 constructed using PMPL)","m3",100,null,0]
[null,4,"C5.4.7 (d)",null,"Bituminous stabilisation (150mm thickness) of pavement layers - base layer, (BSM2 constructed using PMPL)","m3",200,null,0]
[null,5,"C5.4.7 (e )",null,"Bituminous stabilisation (200mm thickness) of pavement layers - base layer, (BSM2 constructed using PMPL)","m3",100,null,0]
[null,6,"C5.4.7 (f)",null,"Bituminous stabilisation (250mm thickness) of pavement layers - base layer - (BSM2 constructed using PMPL)","m3",100,null,0]
[null,7,"C5.4.7 (g)",null,"Bituminous stabilisation (150mm thickness) of pavement layers - subbase layer, (BSM2 constructed using a recycler on existing subbase layer)","m3",200,null,0]
[null,8,"C5.4.7 (h)",null,"Bituminous stabilisation (200mm thickness) of pavement layers - subbase layer, (BSM2 constructed using a recycler on existing subbase layer)","m3",100,null,0]
[null,9,"C5.4.7 (i)",null,"Bituminous stabilisation (250mm thickness) of pavement layers - subbase layer, (BSM2 constructed using a recycler on existing subbase layer)","m3",100,null,0]
[]
[{"$nulls":4},"Bituminous soil stabilisation agent"]
[null,10,"C5.4.8.1",null,"Bituminous soil stabilisation agent: 60 % anionic emulsion","l",50,null,{"$f":"G554*H554","v":0}]
[null,11,"C5.4.8.2",null,"Bituminous soil stabilisation agent: 60 % cationic emulsion","l",50,null,0]
[null,12,"C5.4.8.3",null,"Bituminous soil stabilisation agent: Foamed bitumen","l",50,null,0]
[]
[{"$nulls":4},"Cementitious agent or filler for bituminous stabilisation"]
[null,13,"C5.4.9.1",null,"Cementitious agent or filler for bituminous stabilisation (lime filler - preferred act. filler content 1%)","t",10,null,{"$f":"G559*H559","v":0}]
[null,14,"C5.4.10",null,"Provision and application of water for curing","kl",60,null,0]
[null,15,"C5.4.11",null,"Curing by covering with the subsequent layer","m2",1500,null,0]
[null,16,"C5.4.13",null,"Trial section for a PMPL layer (3m width)","m2",500,null,0]
[null,17,"C5.4.14",null,"Trial section for a cementitiously stabilised layer (3m width)","m2",500,null,0]
[null,18,"C5.4.15",null,"Trial section for a bituminously stabilised layer (3m width)","m2",500,null,0]
[null,19,"PSC5.4.18",null,"Damp protective layer curing","m2",500,null,0]
["TOTAL CARRIED TO SECTION 13 SUMMARY: STABILISATION",{"$nulls":7},{"$f":"SUM(I543:I565)","v":0}]
[]
["SECTION   14          RECONSTRUCTION OF PAVEMENT LAYERS"]
[null,"PART","0505",null,"C5.5 RECONSTRUCTION OF PAVEMENT LAYERS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[null,1,"C5.5.1",null,"Compiling and implementing M&U plans for the reconstruction of an existing road pavement","no",10,null,{"$f":"G571*H571","v":0}]
[]
[{"$nulls":4},"Reconstruction preparatory work:"]
[null,2,"C5.5.2.1(a)",null,"Reconstruction preparatory work\nUndivided carriageway:\n(a) Uniform section (to be specified in work package order)","km",2,null,{"$f":"G574*H574","v":0}]
[null,3,"C5.5.3",null,"Construction equipment for sampling of in-place material for mix design procedure","no",4,null,0]
[null,4,"C5.5.4",null,"Sampling of in-place material for mix design procedure","no",4,null,0]
[]
[{"$nulls":4},"Pre-milling existing wearing course material:"]
[null,5,"C5.5.7",null,"Pre-milling an asphalt wearing course (depth of pre-milling varies between 10mm and 40mm maximum)","m2",2000,null,{"$f":"G579*H579","v":0}]
[null,6,"C5.5.9",null,"Temporarily blading layer material to windrow","m3",500,null,0]
[]
[{"$nulls":4},"Roller-pass compaction of an exposed pavement layer"]
[null,7,"C5.5.10.1",null,"Roller-pass compaction of an exposed pavement layer - Smooth drum vibratory rollers","m2",2000,null,{"$f":"G583*H583","v":0}]
[null,8,"C5.5.10.3",null,"Roller-pass compaction of an exposed pavement layer - Pneumatic-tyred rollers","m2",2000,null,0]
[null,9,"C5.5.11",null,"Watering the exposed pavement layer","kl",100,null,0]
[null,10,"C5.5.12",null,"Removal of surplus material from site","m3",100,null,0]
[null,11,"C5.5.13",null,"Cross mixing of material (400mm)","m3",100,null,0]
[]
[{"$nulls":4},"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised subbase layer"]
[null,12,"C5.5.15.3 (a) (i)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised subbase layer: Foam stabilised subbase layer compacted to 97% of MDD \n(a) (i) Using non-cemented material compacted to 100 mm thick","m3",250,null,{"$f":"G590*H590","v":0}]
[null,13,"C5.5.15.3 (a) (ii)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised subbase layer: Foam stabilised subbase layer compacted to 97% of MDD \n(a) (ii) Using non-cemented material compacted to 150 mm thick","m3",300,null,0]
[null,14,"C5.5.15.3 (a) (iii)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised subbase layer: Foam stabilised subbase layer compacted to 97% of MDD \n(a) (iii) Using non-cemented material compacted to 200 mm thick","m3",300,null,0]
[null,15,"C5.5.15.3 (a) (iv)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised subbase layer: Foam stabilised subbase layer compacted to 97% of MDD \n(a) (iv) Using non-cemented material compacted to 250 mm thick","m3",250,null,0]
[]
[{"$nulls":4},"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised base layer"]
[null,16,"C5.5.16.3 (a) (i)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised base layer: Foam stabilised base layer compacted to 102% of MDD \n(a) (i) Using non-cemented material compacted to 100 mm thick","m3",100,null,{"$f":"G596*H596","v":0}]
[null,17,"C5.5.16.3 (a) (ii)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised base layer: Foam stabilised base layer compacted to 102% of MDD \n(a) (ii) Using non-cemented material compacted to 150 mm thick","m3",200,null,0]
[null,18,"C5.5.16.3 (a) (iii)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised base layer: Foam stabilised base layer compacted to 102% of MDD \n(a) (iii) Using non-cemented material compacted to 200 mm thick","m3",200,null,0]
[null,19,"C5.5.16.3 (a) (iv)",null,"In-situ reconstruction of a pavement layer using a recycler to construct a stabilised base layer: Foam stabilised base layer compacted to 102% of MDD \n(a) (iv) Using non-cemented material compacted to 250 mm thick","m3",100,null,0]
["TOTAL CARRIED TO SECTION 14 SUMMARY: RECONSTRUCTION OF PAVEMENT LAYERS",{"$nulls":7},{"$f":"SUM(I571:I599)","v":0}]
[]
["SECTION   15          SEGMENTAL BLOCK PAVING LAYERS"]
[null,"PART","0602",null,"C6.2 SEGMENTAL BLOCK PAVING LAYERS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Segmental block paving"]
[null,1,"C6.2.1.1 (i)",null,"Segmental concrete block paving (i) Class 30, type S-A, 60 mm thick","m2",300,null,{"$f":"G606*H606","v":0}]
[null,2,"C6.2.1.1 (ii)",null,"Segmental concrete block paving (ii) Class 30, type S-A, 80 mm thick","m2",300,null,0]
[null,3,"C6.2.2",null,"Cast in-situ concrete edge and intermediate beams","m3",50,null,0]
[null,"`"]
[{"$nulls":4},"Provision and application of approved herbicide and ant poison"]
[null,4,"C6.2.3.1",null,"Provision and application of approved herbicide and ant poison: Provision of materials","PC Sum",1,{"v":50000,"d":"R50,000.00"}]
[null,5,"C6.2.3.2",null,"Contractor’s charges and profit added to the prime cost sum","%",null,null,{"$f":"H611*H612","v":0}]
[]
[{"$nulls":4},"Re-sanding of joints in segmental block paving"]
[null,6,"C6.2.4.1 (i)",null,"Re sanding of joints in segmental block paving: Concrete block paving  (i) Class 30, type S-A, 60 mm thick","m2",300,null,{"$f":"G615*H615","v":0}]
[null,7,"C6.2.4.1 (ii)",null,"Re sanding of joints in segmental block paving: Concrete block paving  (ii) ) Class 30, type S-A, 80 mm thick","m2",300,null,0]
["TOTAL CARRIED TO SECTION 15 SUMMARY: SEGMENTAL BLOCK PAVING LAYERS",{"$nulls":7},{"$f":"SUM(I606:I616)","v":0}]
[]
["SECTION   16          PRIME COAT"]
[null,"PART","0801",null,"C8.1 PRIME COAT"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Prime coat"]
[null,1,"C8.1.1.1",null,"Prime coat: MC -10 cut-back bitumen","l",100,null,{"$f":"G623*H623","v":0}]
[null,2,"C8.1.1.2",null,"Prime coat: MC -30 cut-back bitumen","l",100,null,0]
[null,3,"C8.1.1.3",null,"Prime coat: Inverted bitumen emulsion","l",100,null,0]
["TOTAL CARRIED TO SECTION 16 SUMMARY: PRIME COAT",{"$nulls":7},{"$f":"SUM(I623:I625)","v":0}]
[]
["SECTION   17          COVER SPRAYS, FOG SPRAYS AND REJUVENATION SPRAYS"]
[null,"PART","0802",null,"C8.2 COVER, FOG, REJUVINATION SPRAYS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"65 % Cationic spray grade emulsion"]
[null,1,"C8.2.1.1(a)",null,"Cover sprays Fog Sprays and Rejuvenation sprays:\n65 % Cationic spray grade emulsion\n(a) Diluted 50% Emulsion / 50% Water","l",100,null,{"$f":"G632*H632","v":0}]
[null,2,"C8.2.1.1(b",null,"Cover sprays Fog Sprays and Rejuvenation sprays:\n65 % Cationic spray grademulsion (b) Diluted 70% Emulsion / 30% Water","l",100,null,0]
[]
[{"$nulls":4},"60 % Anionic stable grade emulsion"]
[null,3,"C8.2.1.2(a)",null,"Cover sprays Fog Sprays and Rejuvenation sprays:\n60 % Anionic stable grade emulsion \n(a) Diluted 50% Emulsion / 50% Water","l",100,null,{"$f":"G636*H636","v":0}]
[null,4,"C8.2.1.2(b)",null,"Cover sprays Fog Sprays and Rejuvenation sprays: 60 % Anionic stable grade emulsion (b) Diluted 70% Emulsion / 50% Water","l",100,null,0]
[null,5,"C8.2.1.3",null,"Cover sprays Fog Sprays and Rejuvenation sprays:\nCutback Inverted bitumen emulsion","l",100,null,0]
["TOTAL CARRIED TO SECTION 17 SUMMARY: COVER SPRAYS, FOG SPRAYS AND REJUVENATION SPRAYS",{"$nulls":7},{"$f":"SUM(I632:I638)","v":0}]
[]
["SECTION   18          STANDARD CRACK SEALING"]
[null,"PART","0805",null,"C8.5 STANDARD CRACK SEALING"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Cleaning cracks"]
[null,1,"C8.5.1.1(a)",null,"Cleaning cracks\n(a) Cleaning crack with cold compressed air","m",1000,null,{"$f":"G645*H645","v":0}]
[null,2,"C8.5.1.1(b)",null,"(b) Cleaning crack with hot compressed air","m",1000,null,0]
[null,3,"C8.5.1.2",null,"Applying herbicides for sealing cracks","l",50,null,0]
[]
[{"$nulls":4},"Sealing the cracks"]
[null,4,"C8.5.1.4(a)",null,"Sealing the cracks (a) Sealing using CC-E1","l",3000,null,{"$f":"G650*H650","v":0}]
[null,5,"C8.5.1.5",null,"Heating of surface before rolling","m",200,null,0]
[null,6,"C8.5.1.6",null,"Rolling the cracks","m",200,null,0]
["TOTAL CARRIED TO SECTION 18 SUMMARY: STANDARD CRACK SEALING",{"$nulls":7},{"$f":"SUM(I645:I652)","v":0}]
[]
["SECTION   19          GEOSYNTHETIC CRACK SEALING"]
[null,"PART","0806",null,"C8.6 GEOSYNTHETIC CRACK SEALING"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[null,1,"C8.6.1.1",null,"Sealing cracks with 200 mm wide geosynthetic (SC-E1, solvent omitted)","m",300,null,{"$f":"G658*H658","v":0}]
[null,2,"C8.6.1.2",null,"Sealing cracks with geosynthetic over areas (SC-E1, solvent omitted)","m2",500,null,0]
["TOTAL CARRIED TO SECTION 19 SUMMARY: GEOSYNTHETIC CRACK SEALING",{"$nulls":7},{"$f":"SUM(I658:I659)","v":0}]
[]
["SECTION   20          PLANNING"]
[null,"PART","0807",null,"C8.7 PLANNING"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[null,1,"C8.7.1.1",null,"Planing of road surface (upto 20mm thickness)","m2",500,null,{"$f":"G665*H665","v":0}]
[null,2,"C8.7.1.2",null,"Fog spraying on planned surfaces","l",50,null,0]
[null,3,"C8.7.1.3",null,"Hand spraying","l",50,null,0]
[null,4,"C8.7.1.4",null,"Spraying with mechanical equipment","l",50,null,0]
[null,5,"C8.7.1.5",null,"Rolling the planed surface","m2-pass",1000,null,0]
["TOTAL CARRIED TO SECTION 20 SUMMARY: PLANNING",{"$nulls":7},{"$f":"SUM(I665:I669)","v":0}]
[]
["SECTION   21          PATCHING AND EDGE BREAK REPAIR"]
[null,"PART","0808",null,"C8.8 PATCHING AND EDGE BREAK REPAIR"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Geosynthetic patching"]
[null,1,"C8.8.5.1",null,"Sealing joints with geosynthetic strips (200mm width, 65% cationic emulsion @ 0.8 l/m²)","m",100,null,{"$f":"G676*H676","v":0}]
[]
[{"$nulls":4},"Repairing edge breaks in surfacing"]
[null,2,"C8.8.6.1",null,"Repairing edge breaks in surfacing:\nCutting back the edges of the existing surfacing for the repairing of edge breaks","m",200,null,{"$f":"G679*H679","v":0}]
[null,3,"C8.8.6.2",null,"Prime coat (65% cationic emulsion @ 1l/m²)","l",50,null,0]
[null,4,"C8.8.6.3(a)",null,"Reconstructing edges using:\n(a) Continuously-graded hot asphalt (A-E2 binder, NMPS of 10mm, Level 2 design)","t",50,null,0]
[]
[{"$nulls":4},"Categorised patches"]
[null,5,"PSC8.8.7.1 (a)",null,"Category 1 – Surface Patch: (a) Deep patching (101-160mm) ","m2",2000,null,{"$f":"G684*H684","v":0}]
[null,6,"PSC8.8.7.1 (b)",null,"Category 1 – Surface Patch: (b) Deep patching (51-100mm) ","m2",3000,null,0]
[null,7,"PSC8.8.7.1 (c )",null,"Category 1 – Surface Patch: (c) Shallow patching (0-50mm)","m2",3000,null,0]
[null,8,"PSC8.8.7.2 (a)",null,"Category 2 – Strutural Patch using G2: (a) Category B – 160mm asphalt, 150mm G2","m2",1000,null,0]
[null,9,"PSC8.8.7.2 (b)",null,"Category 2 – Strutural Patch using G2: (b) Category B – 80mm asphalt, 150mm G2","m2",500,null,0]
[null,10,"PSC8.8.7.2 (c )",null,"Category 2 – Strutural Patch using G2: (c) Category B – 50mm asphalt, 150mm G2","m2",1500,null,0]
[null,11,"PSC8.8.7.3 (a)",null,"Category 3 – Strutural Patch using BSM: (a) Category B – 160mm asphalt, 150mm BSM","m2",500,null,0]
[null,12,"PSC8.8.7.3 (b)",null,"Category 3 – Strutural Patch using BSM: (b) Category B – 80mm asphalt, 150mm BSM","m2",500,null,0]
[null,13,"PSC8.8.7.3 (c )",null,"Category 3 – Strutural Patch using BSM: (c) Category B – 50mm asphalt, 150mm BSM","m2",500,null,0]
[]
[{"$nulls":4},"Patching or Reconstruction of Existing Asphalt Sidewalk/Driveway Access Scoops"]
[null,14,"PSC8.8.7.4 (i)",null,"Patching or Reconstruction of Existing Asphalt Sidewalk/Driveway Access Scoops: (i) Repairs or reconstruction of existing Sidewalks or Vehicular Access Scoops using the crusher run (G2) material.","m2",1500,null,{"$f":"G695*H695","v":0}]
[null,15,"PSC8.8.7.4 (ii)",null,"Patching or Reconstruction of Existing Asphalt Sidewalk/Driveway Access Scoops: (ii) Repairs or reconstruction of existing Sidewalks or Vehicular Access Scoops using the in-plant foamed BSM from Ethekwini Municipality's Aspahlt Plant stockpile.","m2",500,null,0]
[]
[{"$nulls":4},"Speedhumps"]
[null,16,"PSC8.8.7.5 (a)",null,"Speedhumps: (a) Removal of Speed humps","m",300,null,{"$f":"G699*H699","v":0}]
[null,17,"PSC8.8.7.5 (b)",null,"Speedhumps: (b) Re-instating of Speed humps","m",300,null,0]
["TOTAL CARRIED TO SECTION 21 SUMMARY: PATCHING AND EDGE BREAK REPAIR",{"$nulls":7},{"$f":"SUM(I676:I700)","v":0}]
[]
["SECTION   22          ASPHALT LAYERS"]
[null,"PART","0901",null,"C9.1 ASPHALT LAYERS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Asphalt mix designs: High Modulus Asphalt (EME)"]
[null,1,"C9.1.1.1(b)",null,"PG 58E -22, design mix level III","Lump sum",1,{"v":250000,"d":"R250,000.00"}]
[]
[{"$nulls":4},"Asphalt mix designs: Stone mastic asphalt (SMA)"]
[null,2,"C9.1.1.1(c ) (i)",null,"(i) PG 58H -22","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[null,3,"C9.1.1.1(c ) (ii)",null,"(ii) PG 58V -22","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[null,4,"C9.1.1.1(c ) (iii)",null,"(iii) PG 58E -22","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[]
[{"$nulls":4},"Asphalt mix designs: Ultrathin Friction Courses (UTFC)"]
[null,5,"C9.1.1.1(d) (i)",null,"(i) PG 58H-22","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[null,6,"C9.1.1.1(d) (ii)",null,"(ii) PG 58V-22","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[null,7,"C9.1.1.1(d) (iii)",null,"(iii) PG 58E-22","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[]
[{"$nulls":4},"Asphalt mix designs: Sand skeletal mixes - continuously graded"]
[null,8,"C9.1.1.2 (a) (i)",null,"(i) PG 58S -22, design mix level IB","Lump sum",1,{"v":100000,"d":"R100,000.00"}]
[null,9,"C9.1.1.2 (a) (ii)",null,"(ii) PG 58S -22, design mix level IIA","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[null,10,"C9.1.1.2 (a) (iii)",null,"(iii) PG 58H -22, design mix level IIA","Lump sum",1,{"v":150000,"d":"R150,000.00"}]
[null,11,"C9.1.1.2 (a) (iv)",null,"(iv) PG 58V -22, design mix level IIB","Lump sum",1,{"v":250000,"d":"R250,000.00"}]
[null,12,"C9.1.1.2 (a) (v)",null,"(v) PG 58E -22, design mix level IIB","Lump sum",1,{"v":250000,"d":"R250,000.00"}]
[]
[{"$nulls":4},"Construction of trial sections"]
[null,13,"C9.1.2.1 (b) (i)",null,"(b) High modulus asphalt (EME) (i) 50-80mm thick, paver laid","m2",1000,null,{"$f":"G727*H727","v":0}]
[null,14,"C9.1.2.1 (c ) (i)",null,"(c) Stone Mastic Asphalt (SMA) (i) 30-50mm thick, paver laid","m2",1000,null,0]
[null,15,"C9.1.2.1 (d ) (i)",null,"(d) Ultrathin Friction Courses (UTFC) (i) 20mm thick, paver laid","m2",1000,null,0]
[null,16,"C9.1.2.1 (e) (i)",null,"Sand skeletal mixes, (e) Continuously graded base or surfacing (i) 30-80mm thick, paver laid","m2",1000,null,0]
[null,17,"C9.1.2.2",null,"Removal of trial section where so instructed by the Engineer.","m2",1000,null,0]
[]
[{"$nulls":4},"Application of bond coat"]
[null,18,"C9.1.3.1",null,"Stable –grade 30 % net bitumen emulsion as specified. Applied with a calibrated distributer","l",10000,null,{"$f":"G734*H734","v":0}]
[null,19,"C9.1.3.2",null,"Applied in restricted areas using a portable pressure sprayer","l",2000,null,0]
[null,20,"C9.1.3.3",null,"Other: Applied by hand using brushes on all exposed transverse and longitudinal construction joints","l",2000,null,0]
[]
[{"$nulls":4},"Asphalt base - Rehabilitation"]
[null,21,"C9.1.4.2 (b) (i)",null,"Rehabilitation - base: (b) High Modulus Asphalt (EME): (i) 50-80mm thick, PG 58E -22, design mix level III","t",500,null,{"$f":"G739*H739","v":0}]
[null,22,"C9.1.4.2 (c ) (i)",null,"Rehabilitation - base: Sand skeletal mix - (c) continuously graded: (i) 60-90mm thick, PG 58H -22, design mix level IIA","t",1000,null,0]
[null,23,"C9.1.4.2 (c ) (ii)",null,"Rehabilitation - base: Sand skeletal mix - (c) continuously graded: (ii) 60-90mm thick,  PG 58V -22, design mix level IIB","t",500,null,0]
[]
[{"$nulls":4},"Asphalt surfacing - Rehabilitation"]
[null,24,"C9.1.5.2 (b) (i)",null,"Rehabilitation - surfacing: (b) Stone Mastic Asphalt (SMA): (i) 35-50mm thick, PG 58V -22","t",500,null,{"$f":"G744*H744","v":0}]
[null,25,"C9.1.5.2 (b) (ii)",null,"Rehabilitation - surfacing: (b) Stone Mastic Asphalt (SMA): (ii) 35-50mm thick, PG 58E -22","t",500,null,0]
[null,26,"C9.1.5.2 (e) (i)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (i) 30-35mm thick PG 58S -22, design mix level IB","t",500,null,0]
[null,27,"C9.1.2.1 (e ) (ii)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (ii) 30-35mm thick PG 58S -22, design mix level IIA","t",500,null,0]
[null,28,"C9.1.5.2 (e) (iii)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (iii) 30-35mm thick, PG 58H -22, design mix level IIA","t",800,null,0]
[null,29,"C9.1.5.2 (e) (iv)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (iv) 30-35mm thick, PG 58V -22, design mix level IIB","t",500,null,0]
[null,30,"C9.1.5.2 (e) (v)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (v) 45-50mm thick, PG 58S -22, design mix level IB","t",500,null,0]
[null,31,"C9.1.5.2 (e) (vi)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (vi) 45-50mm thick, PG 58S -22, design mix level IIA","t",500,null,0]
[null,32,"C9.1.5.2 (e) (vii)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (vii) 45-50mm thick, PG 58H -22, design mix level IIA","t",800,null,0]
[null,33,"C9.1.5.2 (e) (viii)",null,"Rehabilitation - surfacing: Sand skeletal mix - (e) continuously graded: (viii) 45-50mm thick, PG 58V -22, design mix level IIB","t",500,null,0]
[null,34,"C9.1.5.2 (h) (i)",null,"Rehabilitation - surfacing: Certified mixes (h) Ultrathin Friction Courses (UTFC) Agrément certified","t",400,null,0]
[null,35,"C9.1.6",null,"Extra over pay items C.9.1.4.1 and C.9.1.5.1 for placing small quantities of asphalt of less than 10 tons specially produced as specified in terms of Clause A9.1.7.1d)","t",50,null,0]
[]
[{"$nulls":4},"Placing and compacting asphalt in restricted areas"]
[null,36,"C9.1.7.2 (b) (i)",null,"Extra over payment items C9.1.4.2, (b) High Modulus Asphalt (EME): (i) 50mm thick, 14mm NMPS, PG 58E -22, design mix level IIB, paver laid","t",10,null,{"$f":"G758*H758","v":0}]
[null,37,"C9.1.7.2 (b) (ii)",null,"Extra over payment items C9.1.4.2, (b) High Modulus Asphalt (EME): (ii) 80mm thick, 20mm NMPS, PG 58E -22, design mix level IIB, paver laid","t",10,null,0]
[null,38,"C9.1.7.2 (c) (i)",null,"Extra over payment items C9.1.4.2, Sand skeletal mix – (c) continuously grade, (i) 80-90mm thick, 20mm NMPS, PG 58H -22, design mix level IIA, paver laid","t",10,null,0]
[null,39,"C9.1.7.2 (c) (ii)",null,"Extra over payment items C9.1.4.2, Sand skeletal mix – (c) continuously grade, (ii) 80-90mm thick, 20mm NMPS, PG 58V -22, design mix level IIB, paver laid","t",10,null,0]
[null,40,"C9.1.7.2 (f) (i)",null,"Extra over payment items C9.1.5.2, (f) Stone Mastic Asphalt (SMA), (i) 35mm thick, 10mm NMPS, PG 58V -22, design mix level IIB, paver laid","t",10,null,0]
[null,41,"C9.1.7.2 (f) (ii)",null,"Extra over payment items C9.1.5.2, (f) Stone Mastic Asphalt (SMA), (ii) 35mm thick, 10mm NMPS, PG 58E -22, design mix level IIB, paver laid","t",10,null,0]
[null,42,"C9.1.7.2 (f) (iii)",null,"Extra over payment items C9.1.5.2, (f) Stone Mastic Asphalt (SMA), (iii) 50mm thick, 14mm NMPS, PG 58V -22, design mix level IIB, paver laid","t",10,null,0]
[null,43,"C9.1.7.2 (f) (iv)",null,"Extra over payment items C9.1.5.2, (f) Stone Mastic Asphalt (SMA), (iv) 50mm thick, 14mm NMPS, PG 58E -22, design mix level IIB, paver laid","t",10,null,0]
[null,44,"C9.1.7.2 (g) (i)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (i) 30-35mm thick, 10mm NMPS, PG 58S -22, design mix level IB, paver laid","t",10,null,0]
[null,45,"C9.1.7.2 (g) (ii)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (ii) 30-35mm thick, 10mm NMPS, PG 58S -22, design mix level IIA, paver laid","t",10,null,0]
[null,46,"C9.1.7.2 (g) (iii)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (iii) 30-35mm thick, 10mm NMPS, PG 58H -22, design mix level II, paver laid","t",10,null,0]
[null,47,"C9.1.7.2 (g) (iv)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (iv) 30-35mm thick, 10mm NMPS, PG 58V -22, design mix level IIB, paver laid","t",10,null,0]
[null,48,"C9.1.7.2 (g) (v)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (v) 45-50mm thick, 14mm NMPS, PG 58S -22, design mix level IB, paver laid","t",10,null,0]
[null,49,"C9.1.7.2 (g) (vi)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (vi) 45-50mm thick, 14mm NMPS, PG 58S -22, design mix level IIA, paver laid","t",10,null,0]
[null,50,"C9.1.7.2 (g) (vii)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (vii) 45-50mm thick, 14mm NMPS, PG 58H -22, design mix level IIA, paver laid","t",10,null,0]
[null,51,"C9.1.7.2 (g) (viii)",null,"Extra over payment items C9.1.5.2, Sand skeletal mix – (g) continuously grade, (viii) 45-50mm thick, 14mm NMPS, PG 58V -22, design mix level IIB, paver laid","t",10,null,0]
[null,52,"C9.1.7.2 (h) (i)",null,"Extra over payment items C9.1.5.2, Certified mixes (h) – Ultrathin Friction Courses (UTFC), (i) 10mm NMPS, PG 58H -22, paver laid, Agrément certified","t",10,null,0]
[null,53,"C9.1.7.2 (h) (ii)",null,"Extra over payment items C9.1.5.2, Certified mixes (h) – Ultrathin Friction Courses (UTFC), (ii) 10mm NMPS, PG 58V -22, paver laid, Agrément certified","t",10,null,0]
[null,54,"C9.1.7.2 (h) (iii)",null,"Extra over payment items C9.1.5.2, Certified mixes (h) – Ultrathin Friction Courses (UTFC), (iii) 10mm NMPS, PG 58E -22, paver laid, Agrément certified","t",10,null,0]
[]
[{"$nulls":4},"Surfacing of bridge decks"]
[null,55,"C9.1.8.2 (b) (i)",null,"(b) Stone Mastic Asphalt (SMA), (i) 35mm thick, 10mm NMPS, PG 58V -22, paver laid","t",50,null,{"$f":"G779*H779","v":0}]
[null,56,"C9.1.8.2 (b) (ii)",null,"(b) Stone Mastic Asphalt (SMA), (ii) 35mm thick, 10mm NMPS, PG 58E -22, paver laid","t",50,null,0]
[null,57,"C9.1.8.2 (b) (iii)",null,"(b) Stone Mastic Asphalt (SMA), (iii) 50mm thick, 14mm NMPS, PG 58V -22, paver laid","t",50,null,0]
[null,58,"C9.1.8.2 (b) (iv)",null,"(b) Stone Mastic Asphalt (SMA), (iv) 50mm thick, 14mm NMPS, PG 58E -22, paver laid","t",50,null,0]
[null,59,"C9.1.8.2 (c) (i)",null,"(c) Certified Mixes - Ultrathin Friction Courses (UTFC), (i) 10mm NMPS, PG 58V -22, paver laid","t",50,null,0]
[null,60,"C9.1.8.2 (c) (ii)",null,"(c) Certified Mixes - Ultrathin Friction Courses (UTFC), (ii) 10mm NMPS, PG 58E -22, paver laid","t",50,null,0]
[null,61,"C9.1.8.2 (d) (i)",null,"Sand skeletal mix - (d) continuously graded: (i) 30-35mm thick, 10mm NMPS, PG 58S -22, paver laid","t",50,null,0]
[null,62,"C9.1.8.2 (d) (ii)",null,"Sand skeletal mix - (d) continuously graded: (ii) 30-35mm thick, 10mm NMPS, PG 58H -22, paver laid","t",50,null,0]
[null,63,"C9.1.8.2 (d) (iii)",null,"Sand skeletal mix - (d) continuously graded: (iii) 30-35mm thick, 10mm NMPS, PG 58V -22, paver laid","t",50,null,0]
[null,64,"C9.1.8.2 (d) (iv)",null,"Sand skeletal mix - (d) continuously graded: (iv) 45-50mm thick, 14mm NMPS, PG 58S -22, paver laid","t",50,null,0]
[null,65,"C9.1.8.2 (d) (v)",null,"Sand skeletal mix - (d) continuously graded: (v) 45mm thick, 14mm NMPS, PG 58H -22, paver laid","t",50,null,0]
[null,66,"C9.1.8.2 (d) (vi)",null,"Sand skeletal mix - (d) continuously graded: (vi) 45mm thick, 14mm NMPS, PG 58V -22, paver laid","t",50,null,0]
[]
[{"$nulls":4},"Variation rates"]
[null,67,"C9.1.10.1 (a)",null,"Variation rates: Bitumen - PG58S-22","t",10,null,{"$f":"G793*H793","v":0}]
[null,68,"C9.1.10.1 (b)",null,"Variation rates: Bitumen - PG58H-22","t",10,null,0]
[null,69,"C9.1.10.1 (c )",null,"Variation rates: Bitumen - PG58V-22","t",10,null,0]
[null,70,"C9.1.10.1 (d)",null,"Variation rates: Bitumen - PG58E-22","t",10,null,0]
[null,71,"C9.1.10.2",null,"Aggregate","t",10,null,0]
[null,72,"C9.1.10.3",null,"Active filler (lime unless stated in Contract Documentation)","t",10,null,0]
[null,73,"C9.1.10.5",null,"Rolled-in chippings","t",10,null,0]
[null,74,"C9.1.10.6",null,"Bituminous bond coat (Stable-grade 30% net bitumen)","t",10,null,0]
[null,75,"C9.1.11(b)",null,"Asphalt warm mix technology – extra over/under rate:\n(b) Rehabilitation","t",10,null,0]
[]
[{"$nulls":4},"Asphalt reinforcing"]
[null,76,"C9.1.12 (a)",null,"Asphalt reinforcing - complete (Paving Grid Type 1 as per TG3 specifications)","m2",500,null,{"$f":"G804*H804","v":0}]
[null,77,"C9.1.12 (b)",null,"Asphalt reinforcing - complete (Paving Grid Type 2 as per TG3 specifications)","m2",500,null,0]
[null,78,"C9.1.12 (c )",null,"Asphalt reinforcing - complete (Paving Grid Type 3 as per TG3 specifications)","m2",500,null,0]
[]
[{"$nulls":4},"Coring of asphalt layers"]
[null,79,"C9.1.13.1",null,"Coring of asphalt layers:\n100 mm diameter","no",10,null,{"$f":"G809*H809","v":0}]
[null,80,"C9.1.13.2",null,"Coring of asphalt layers:\n150 mm diameter","no",10,null,0]
[]
[{"$nulls":4},"Surface regularity testing as described in Clause A9.1.8.4"]
[null,81,"C9.1.14.1",null,"Surface regularity testing as described in Clause A9.1.8.4:\nEstablishment of equipment: Rolling Straight Edge","no",10,null,{"$f":"G813*H813","v":0}]
[null,82,"C9.1.14.2",null,"Profiler Surveys utilising equipment as specified - Base layers and surfacing layers","km",4,null,0]
[]
[{"$nulls":4},"Milling of bridge decks and keys adjacent to bridge decks"]
[null,83,"C9.1.15.1",null,"Milling of bridge decks and keys adjacent to bridge decks:\nProvision of an appropriate sized milling machine","no",2,null,0]
[null,84,"C9.1.15.2",null,"Milling of bridge decks and keys to bridge deck approaches","m3",50,null,0]
[null,85,"C9.1.15.3",null,"Cleaning of milled surfaces","m2",1000,null,0]
["TOTAL CARRIED TO SECTION 22 SUMMARY: ASPHALT LAYERS",{"$nulls":7},{"$f":"SUM(I707:I819)","v":0}]
[]
["SECTION   23          SURFACE TREATMENTS"]
[null,"PART","1001",null,"C10.1 GENERAL REQUIREMENTS FOR SURFACE"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Single seals including a cover spray, if specified"]
[null,1,"C10.1.1.2",null,"Single seals including a cover spray, if specified: Using 7,1 mm aggregate (Grade A aggregate, S-E1 hot applied tack coat and penetration coat, including 60% cationic spray-grade emulsion (50/50))","m2",500,null,{"$f":"G826*H826","v":0}]
[null,2,"C10.1.1.3",null,"Single seals including a cover spray, if specified: Using 10 mm aggregate (Grade A aggregate, S-E1 hot applied tack coat and penetration coat, including 60% cationic spray-grade emulsion (50/50))","m2",1500,null,0]
[null,3,"C10.1.1.4",null,"Single seals including a cover spray, if specified: Using 14 mm aggregate (Grade A aggregate, S-E1 hot applied tack coat and penetration coat, including 60% cationic spray-grade emulsion (50/50))","m2",1000,null,0]
[]
[{"$nulls":4},"Embargo period effects"]
[null,4,"C10.1.4.1",null,"Embargo period effects:\nRe-establishment of sealing team after embargo period","Lump sum",1,{"v":100000,"d":"R100,000.00"}]
[null,5,"C10.1.4.2",null,"Extra-over for sealing during the specified embargo period","m2",150,null,{"$f":"G832*H832","v":0}]
[]
[{"$nulls":4},"Bituminous binder variations"]
[null,6,"C10.1.9.4",null,"Bituminous binder variations:\nCationic Spray-grade emulsion (65% cationic spray-grade emulsion)","l",50,null,{"$f":"G835*H835","v":0}]
[null,7,"C10.1.9.7",null,"Bituminous binder variations:\nHomogeneous modified binder (S-E1) hot applied","l",300.0000000000003,null,0]
[null,8,"C10.1.9.8",null,"Bituminous binder variations:\nHomogeneous modified binder S-E1 with 4,5% MC30","l",50,null,0]
[null,9,"C10.1.9.9",null,"Bituminous binder variations:\nHomogeneous modified binder S-E1 with 9% MC30","l",50,null,0]
[null,10,"C10.1.9.10",null,"Bituminous binder variations:\nMC-3000 cut-back bitumen","l",50,null,0]
[null,11,"C10.1.9.11",null,"Bituminous binder variations:\nPrecoating fluid (Low viscosity bitumen-based product containing petroleum cutters and a chemical adhesion agent)","l",50,null,0]
[]
[{"$nulls":4},"Aggregate variation (Grade A)"]
[null,12,"C10.1.10.2",null,"Aggregate variation: 7,1mm aggregate","m3",10,null,{"$f":"G843*H843","v":0}]
[null,13,"C10.1.10.3",null,"Aggregate variation: 10mm aggregate","m3",20,null,0]
[null,14,"C10.1.10.4",null,"Aggregate variation: 14mm aggregate","m3",10,null,0]
[null,15,"C10.1.14.1",null,"Precoating of aggregate using a frontend loader:\nProduct containing low flashpoint solvent (diluted stable grade bitumen emulsion (60/40))","l",10,null,0]
[]
[{"$nulls":4},"Extra over item for work in areas inaccessible to mechanical equipment"]
[null,16,"C10.1.19.1",null,"Extra over item for work in areas inaccessible to mechanical equipment:\nSingle seal","m2",150,null,{"$f":"G849*H849","v":0}]
[null,17,"C10.1.19.8",null,"Extra over item for work in areas inaccessible to mechanical equipment: Microsurfacing","m2",150,null,0]
[null,18,"C10.1.21.2",null,"Slurry and microsurfacing:Microsurfacing (70/100 penetration grade and grade A aggregate)","m3",300,null,0]
[null,19,"C10.1.25",null,"Variation in active filler content (CEM II B-L 32.5N)","t",10,null,0]
[null,20,"C10.1.26",null,"Trial sections for all seal types specified (single stone seals/microsurfacings)","Lump sum",1,{"v":100000,"d":"R100,000.00"}]
["TOTAL CARRIED TO SECTION 23 SUMMARY: SURFACE TREATMENTS",{"$nulls":7},{"$f":"SUM(I826:I853)","v":0}]
[]
["SECTION   24          NON-STRUCTURAL GABIONS"]
[null,"PART","1102",null,"C11.2 NON-STRUCTURAL GABIONS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Foundation trench excavation"]
[null,1,"C11.2.1.1(a)",null,"Excavating all material situated within the following depth ranges below the surface level:\n(a) 0 m to 1,5 m","m3",200,null,{"$f":"G860*H860","v":0}]
[null,2,"C11.2.1.1(b)",null,"(b) Exceeding 1,5 m and up to 3,0 m","m3",100,null,0]
[null,3,"C11.2.1.2",null,"Extra over sub-item C11.2.1.1 for excavation in hard material, irrespective of depth","m3",100,null,0]
[null,4,"C11.2.1.3",null,"Excavating soft material within 1,5 m below the surface level using labour enhanced construction methods:","m3",100,null,0]
[null,5,"C11.2.1.4",null,"Excavating intermediate material within 1,5 m below the surface level using labour enhanced construction methods","m3",100,null,0]
[null,6,"C11.2.2",null,"Surface preparation for bedding the gabion boxes and mattresses","m2",200,null,0]
[]
[{"$nulls":4},"Gabion boxes and mattresses"]
[null,7,"C11.2.3.1 (a)",null,"Galvanized gabion boxes (1m x 1m x 1m)","m3",50,null,{"$f":"G868*H868","v":0}]
[null,8,"C11.2.3.1 (b)",null,"Galvanized gabion boxes (1.5m x 1m x 1m)","m3",50,null,0]
[null,9,"C11.2.3.1 (c)",null,"Galvanized gabion boxes (2m x 1m x 1m)","m3",50,null,0]
[null,10,"C11.2.3.2 (a)",null,"PVC coated gabion boxes (1m x 1m x 1m)","m3",50,null,0]
[null,11,"C11.2.3.2 (b)",null,"PVC coated gabion boxes (1.5m x 1m x 1m)","m3",50,null,0]
[null,12,"C11.2.3.2 ©",null,"PVC coated gabion boxes (2m x 1m x 1m)","m3",50,null,0]
[null,13,"C11.2.3.3",null,"Galvanized gabion mattresses (3m x 1m x 0.3m)","m3",50,null,0]
[null,14,"C11.2.3.4",null,"PVC-coated gabion mattresses (3m x 1m x 0.3m)","m3",50,null,0]
[null,15,"C11.2.4",null,"Geotextile (Grade 3 filter fabric non woven)","m2",300,null,0]
["TOTAL CARRIED TO SECTION 24 SUMMARY: NON-STRUCTURAL GABIONS",{"$nulls":7},{"$f":"SUM(I860:I876)","v":0}]
[]
["SECTION   25          ROAD RESTRAINT SYSTEMS"]
[null,"PART","1104",null,"C11.4 ROAD RESTRAINT SYSTEMS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Erecting of guardrails at 3,81 m spacing"]
[null,1,"C11.4.1.1(c )",null,"Erecting of guardrails at 3,81 m spacing:\nComplete galvanized system compliant to SANS 1350:\n(c) On concrete or other surfaces (Drawing reference no.: 38580)","m",200,null,{"$f":"G883*H883","v":0}]
[]
[{"$nulls":4},"Terminal sections for 3,81 guardrails comprising of"]
[null,2,"C11.4.1.2(a)",null,"Terminal sections for 3,81 guardrails comprising of:\n(a) End wings to SAN1350","no",10,null,{"$f":"G886*H886","v":0}]
[null,3,"C11.4.1.2(b)",null,"(b) Bullnoses to SANS 1350","no",10,null,0]
[null,4,"C11.4.1.2(c )",null,"(c) Bridge adapters to SANS 1350","no",10,null,0]
[null,5,"C11.4.1.2(d)",null,"(d) End treatments where single guardrail sections are specified (Drawing reference no.: 38580)","no",10,null,0]
[null,6,"C11.4.1.2(g)",null,"(g) Extra over C11.4.1.2(d) and C11.4.1.2(e) for excavating holes for posts using labour enhanced methods (soft and intermediate)","no",10,null,0]
[]
[{"$nulls":4},"Extra over for horizontally curved guard rails"]
[null,7,"C11.4.4.1",null,"Extra over for horizontally curved guard rails-\nExtra over C11.4.1 and C11.4.11 for horizontally curved guard rails factory bent to a radius of less than 45 m","m",50,null,{"$f":"G893*H893","v":0}]
[null,8,"C11.4.4.2",null,"Extra over C11.4.2.1(a) for horizontally curved guard rails factory bent to a radius of less than 45 m","m",50,null,0]
[]
[{"$nulls":4},"Reflective plates"]
[null,9,"C11.4.6.1",null,"Steel plates","no",20,null,{"$f":"G897*H897","v":0}]
[null,10,"C11.4.6.2",null,"Plastic plates","no",20,null,0]
[null,11,"C11.4.7",null,"Removing existing guardrails","m",100,null,0]
[null,12,"C11.4.8.1",null,"Renovating guardrail material:\nPainting guardrails, end wings and bullnoses","m",100,null,0]
[]
[{"$nulls":4},"Re-erection of guardrails with recovered or provided material"]
[null,13,"C11.4.9.1",null,"Re-erection of guardrails with recovered or provided material:\nSinglguardrail","m",100,null,{"$f":"G903*H903","v":0}]
[null,14,"C11.4.9.2",null,"Re-erection of guardrails with recovered or provided material:\nDouble guardral","m",100,null,0]
[null,15,"C11.4.9.3",null,"Extra over C11.4.9.1 and C11.4.9.2 for excavating holes of posts using labour enhanced methods","m",100,null,0]
[]
[{"$nulls":4},"End treatments to existing guardrails with recovered or provided material"]
[null,16,"C11.4.10.1",null,"End treatments to existing guardrails with recovered or provided material:\nEnd wings","no",20,null,{"$f":"G908*H908","v":0}]
[null,17,"C11.4.10.2",null,"Bullnoses","no",20,null,0]
[null,18,"C11.4.10.3",null,"Bridge adaptors","no",20,null,0]
[null,19,"C11.4.10.4",null,"End treatments with single guardrails","no",20,null,0]
[null,20,"C11.4.10.5",null,"End treatments with double guardrails","no",20,null,0]
[null,21,"C11.4.10.6",null,"Extra over C11.4.10.4 and C11.4.10.5 for excavating holes of posts using labour enhanced methods (soft and intermediate)","no",10,null,0]
[]
[{"$nulls":4},"New material required for the re-erection guardrails with recovered materials"]
[null,22,"C11.4.11.1",null,"New material required for the re-erection guardrails with recovered materials:\nGuardrails, 3,81 m compliant to SANS 1350","no",20,null,{"$f":"G916*H916","v":0}]
[null,23,"C11.4.11.2",null,"Timber posts compliant to SANS 1350","no",20,null,0]
[null,24,"C11.4.11.3",null,"Steel posts","no",20,null,0]
[null,25,"C11.4.11.4",null,"Reflective plates","no",20,null,0]
[null,26,"C11.4.11.5",null,"Spacer blocks compliant to SANS 1350","no",20,null,0]
[null,27,"C11.4.11.6",null,"Splice bolt complete with nut and washer compliant to SANS 1350","no",20,null,0]
[null,28,"C11.4.11.7",null,"Post bolt complete with nut and washer compliant to SANS 1350","no",20,null,0]
[null,29,"C11.4.12",null,"Extra over items C11.4.1 and C11.4.2 for drilling and blasting holes for guardrail posts","no",10,null,0]
[null,30,"C11.4.13",null,"Steel base plates for guardrail posts on structures","no",10,null,0]
[null,31,"C11.4.14",null,"Nailing of gang nail plates on top of timber guardrail posts","no",20,null,0]
[]
[{"$nulls":4},"Disposal of existing guardrails"]
[null,32,"C11.4.15.1",null,"Straight or curved longitudinal guardrails","m",50,null,{"$f":"G928*H928","v":0}]
[null,33,"C11.4.15.2",null,"End treatments with single guardrails","m",50,null,0]
[null,34,"C11.4.15.3",null,"End treatments with double guardrails","m",50,null,0]
["TOTAL CARRIED TO SECTION 25 SUMMARY: ROAD RESTRAINT SYSTEMS",{"$nulls":7},{"$f":"SUM(I883:I930)","v":0}]
[]
["SECTION   26          ROAD SIGNS"]
[null,"PART","1106",null,"C11.6 ROAD SIGNS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Road signboards with painted or coloured semi-matt background. Symbols, lettering and borders in semi- matt black or in Class I retro-reflective material, where the sign board is constructed from:\n\nPrepainted galvanized steel plate"]
[null,1,"C11.6.1.3(a)",null,"(a) Area 0 to 0,5 m2","m2",50,null,{"$f":"G937*H937","v":0}]
[null,2,"C11.6.1.3(b)",null,"(b) Area exceeding 0,5 m2 but not 2,0 m2","m2",50,null,0]
[null,3,"C11.6.1.3(c )",null,"(c) Area exceeding 2,0 m2 but not 10 m2","m2",30,null,0]
[null,4,"C11.6.1.3(d)",null,"(d) Area exceeding 10 m2","m2",20,null,0]
[]
[{"$nulls":4},"Prepainted galvanized steel profiles (200 mm high panels)"]
[null,5,"C11.6.1.4(a)",null,"(a) Area 0 to 0,5 m2","m2",50,null,{"$f":"G943*H943","v":0}]
[null,6,"C11.6.1.4(b)",null,"(b) Area exceeding 0,5 m2 but not 2,0 m2","m2",50,null,0]
[null,7,"C11.6.1.4©",null,"(c) Area exceeding 2,0 m2 but not 10 m2","m2",30,null,0]
[null,8,"C11.6.1.4(d)",null,"(d) Area exceeding 10 m2","m2",20,null,0]
[null,9,"C11.6.1.6",null,"Extra over items C11.6.1.1 to C11.6.1.4 for attaching signboards to overhead gantry structures and overhead to bridges","m2",10,null,0]
[]
[{"$nulls":4},"Regulatory signs, permanent:"]
[null,10,"C11.6.1.7(a)",null,"(a) 600 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",20,null,{"$f":"G950*H950","v":0}]
[null,11,"C11.6.1.7(b)",null,"(b) 900 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",10,null,0]
[null,12,"C11.6.1.7(c )",null,"(c) 1200 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",10,null,0]
[null,13,"C11.6.1.7(d )",null,"(d) 1500 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",10,null,0]
[]
[{"$nulls":4},"Danger plates at culverts/structures"]
[null,14,"C11.6.8.1",null,"Size 150 x 600 mm (50x50x2mm galvanized steel tube)","no",20,null,{"$f":"G956*H956","v":0}]
[null,15,"C11.6.8.2",null,"Size 200 x 800 mm (50x50x2mm galvanized steel tube)","no",10,null,0]
[null,16,"C11.6.8.3",null,"Size 300 x 1200 mm (50x50x2mm galvanized steel tube)","no",10,null,0]
[]
[{"$nulls":4},"Warning signs, permanent:"]
[null,17,"C11.6.1.9(a)",null,"(a) 600 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",20,null,{"$f":"G961*H961","v":0}]
[null,18,"C11.6.1.9(b)",null,"(b) 900 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",10,null,0]
[null,19,"C11.6.1.9(c )",null,"(c) 1200 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",10,null,0]
[null,20,"C11.6.1.9(d )",null,"(d) 1500 mm diameter (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","no",10,null,0]
[null,21,"C11.6.1.11",null,"Supplementary plates to permanent regulatory or warning signs (Pre-painted galvanised steel plate, background and symbol retro-reflective class III)","m2",100,null,0]
[null,22,"C11.6.2.1(b)",null,"Extra over on item C11.6.1 for using:\nBackground of retro-reflective material: (b) Class III","m2",50,null,0]
[null,23,"C11.6.2.2(a)",null,"Extra over on item C11.6.1 for using:\nLettering, symbols, numbers, arrows, emblems and borders of retro-reflective material:\n(a) Class III","m2",50,null,0]
[null,24,"C11.6.3.2(a)",null,"Road sign supports (overhead road sign structures excluded): (a) Timber, 100mm diameter","m",50,null,0]
[null,25,"C11.6.3.2(b)",null,"Road sign supports (overhead road sign structures excluded): (a) Timber, 150mm diameter","m",40,null,0]
[]
[{"$nulls":4},"Excavation and backfilling for road sign supports (not applicable to kilometre posts)"]
[null,26,"C11.6.5.1",null,"Excavating soft material and backfilling","m3",50,null,{"$f":"G972*H972","v":0}]
[null,27,"C11.6.5.2",null,"Excavating soft or intermediate material and backfilling using labour enhanced construction methods","m3",50,null,0]
[null,28,"C11.6.5.3",null,"Extra over item C11.6.5.1 and 2 for cement-treated soil backfill","m3",10,null,0]
[null,29,"C11.6.5.4",null,"Extra over item C11.6.5.1 for hard material excavation","m3",10,null,0]
[null,30,"C11.6.5.5",null,"Imported backfill material from commercial sources","m3",10,null,0]
[]
[{"$nulls":4},"Dismantling and storing of road signs with a surface area of:"]
[null,31,"C11.6.7.1(a)",null,"(a) Area 0 to 0,5 m2","m2",50,null,{"$f":"G979*H979","v":0}]
[null,32,"C11.6.7.1(b)",null,"(b) Area exceeding 0,5 m2 but not 2,0 m2","m2",40,null,0]
[]
[{"$nulls":4},"Disposing of road signs with a surface area of:"]
[null,33,"C11.6.10.1",null,"Area 0 to 0,5 m2","m2",50,null,{"$f":"G983*H983","v":0}]
[null,34,"C11.6.10.2",null,"Area exceeding 0,5 m2 but not 2,0 m2","m2",40,null,0]
["TOTAL CARRIED TO SECTION 26 SUMMARY: ROAD SIGNS",{"$nulls":7},{"$f":"SUM(I937:I984)","v":0}]
[]
["SECTION   27          ROAD MARKING"]
[null,"PART","1107",null,"C11.7 ROAD MARKINGS AND ROAD STUDS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Retro-reflective road marking:"]
[null,1,"C11.7.2.1",null,"Retro-reflective road marking:\nWhite lines broken or unbrokenwater born- 150mm wide","km",10,null,{"$f":"G991*H991","v":0}]
[null,2,"C11.7.2.1",null,"Retro-reflective road marking:\nWhite lines broken or unbrokenwater born- 200mm wide","km",10,null,0]
[null,3,"C11.7.2.1",null,"Retro-reflective road marking:\nWhite lines broken or unbrokenwateborne - 300mm wide","km",5,null,0]
[null,4,"C11.7.2.1",null,"Retro-reflective road marking:\nWhite lines broken or unbrokenwater borne - 100mm wide","km",20,null,0]
[null,5,"C11.7.2.2",null,"Yellow lines broken or unbroken (water borne, 150mm wide)","km",5,null,0]
[null,6,"C11.7.2.3",null,"Red lines broken or unbroken (water borne, 150mm wide)","km",5,null,0]
[null,7,"C11.7.2.4",null,"White lettering and symbols (water borne)","m2",200,null,0]
[null,8,"C11.7.2.5",null,"Yellow lettering and symbols (water borne)","m2",200,null,0]
[null,9,"C11.7.2.6",null,"Red lettering and symbols (water borne)","m2",50,null,0]
[null,10,"C11.7.2.7",null,"Transverse lines, painted island and arrestor bed markings (any colour) (water borne)","m2",300,null,0]
[]
[{"$nulls":4},"Thermoplastic road marking"]
[null,11,"C11.7.3.1",null,"Thermoplastic road marking, broken or unbroken (white lines broken or unbroken, 100mm wide)","km",20,null,{"$f":"G1003*H1003","v":0}]
[null,12,"C11.7.3.1",null,"Thermoplastic road marking, broken or unbroken (white lines broken or unbroken, 150mm wide)","km",10,null,0]
[null,13,"C11.7.3.1",null,"Thermoplastic road marking, broken or unbroken (white lines broken or unbroken, 200mm wide)","km",5,null,0]
[null,14,"C11.7.3.1",null,"Thermoplastic road marking, broken or unbroken (white lines broken or unbroken, 300mm wide)","km",5,null,0]
[null,15,"C11.7.3.1",null,"Thermoplastic road marking, broken or unbroken (yellow lines broken or unbroken, 150mm wide)","km",5,null,0]
[null,16,"C11.7.3.1",null,"Thermoplastic road marking, broken or unbroken (red lines broken or unbroken, 150mm wide)","km",5,null,0]
[]
[{"$nulls":4},"Variations in rate of application:"]
[null,17,"C11.7.5.1",null,"White paint","l",100,null,{"$f":"G1011*H1011","v":0}]
[null,18,"C11.7.5.2",null,"Yellow paint","l",100,null,0]
[null,19,"C11.7.5.3",null,"Red paint","l",100,null,0]
[null,20,"C11.7.5.4",null,"Retro-reflective beads","kg",500,null,0]
[null,21,"C11.7.5.5",null,"Thermoplastic material, all colours","kg",500,null,0]
[]
[{"$nulls":4},"Road studs"]
[null,22,"C11.7.7.1",null,"Permanent road studs compliant to SANS 1442 (RSA-1, yellow/red)","no",500,null,{"$f":"G1018*H1018","v":0}]
[null,23,"C11.7.7.1",null,"Permanent road studs compliant to SANS 1442 (RSA-1, red/red)","no",500,null,0]
[null,24,"C11.7.7.1",null,"Permanent road studs compliant to SANS 1442 (RSA-1, white/red)","no",500,null,0]
[null,25,"C11.7.7.1",null,"Permanent road studs compliant to SANS 1442 (RSA-1, white/white)","no",500,null,0]
[null,26,"C11.7.8",null,"Setting out and premarking the lines (excluding traffic island markings, lettering and symbols)","km",10,null,0]
[null,27,"C11.7.9",null,"Re-establishing the painting unit during the defects notification period and at other instances on instruction of the Engineer","no",10,null,0]
[null,28,"C11.7.10.1",null,"Removal of existing, temporary or final road markings by: \nSandblasting","m2",200,null,0]
[null,29,"C11.7.10.2",null,"Water-jetting","m2",200,null,0]
[null,30,"C11.7.11",null,"Removal of existing road studs","no",100,null,0]
["TOTAL CARRIED TO SECTION 27 SUMMARY: ROAD MARKING",{"$nulls":7},{"$f":"SUM(I991:I1026)","v":0}]
[]
["SECTION   28          LANDSCAPING AND PLANTING PLANTS"]
[null,"PART","1108",null,"C11.8 LANDSCAPING AND PLANTING PLANTS"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Preparing the areas for grassing"]
[null,1,"C11.8.3.1",null,"Preparing the areas for grassing:Ripping","m2",300,null,{"$f":"G1033*H1033","v":0}]
[null,2,"C11.8.3.2",null,"Scarifying for loosening topsoil","m2",300,null,0]
[]
[{"$nulls":4},"Topsoiling within the road reserve where the following materials are used"]
[null,3,"C11.8.3.3(a)",null,"(a) Topsoil obtained from within the road reserve or borrow areas","m3",100,null,{"$f":"G1037*H1037","v":0}]
[null,4,"C11.8.3.3(b)",null,"(b) Topsoil obtained from commercial sources by the Contractor","m3",300,null,0]
[null,5,"C11.8.3.5(a)",null,"(a) Lime","t",30,null,0]
[null,6,"C11.8.3.5(b)",null,"(b) Superphosphate","t",30,null,0]
[null,7,"C11.8.3.5(c )",null,"(c) Limestone ammonium nitrate","t",30,null,0]
[null,8,"C11.8.3.5(d)",null,"(d) 2:3:2 (22)","t",30,null,0]
[null,9,"C11.8.3.5 (e )",null,"(e) 3:2:1 (25)","t",30,null,0]
[null,10,"C11.8.4.1",null,"The planting of grass cuttings (kikuyu/berea)","m2",300,null,0]
[]
[{"$nulls":4},"Sodding by using the following types of sods:"]
[null,11,"C11.8.4.2(a)",null,"(a) Nursery sods kikuyu/berea)","m2",300,null,{"$f":"G1047*H1047","v":0}]
[null,12,"C11.8.4.2(b)",null,"(b) Veld sods","m2",300,null,0]
[]
[{"$nulls":4},"Hydroseeding:"]
[null,13,"C11.8.4.3(a)",null,"(a) Providing an approved seed mixture for hydroseeding","kg",50,null,{"$f":"G1051*H1051","v":0}]
[null,14,"C11.8.4.3(b)",null,"(b) Providing an approved mulch","kg",50,null,0]
[null,15,"C11.8.4.3(c )",null,"(c) Hydroseeding","m2",500,null,0]
[null,16,"C11.8.4.5",null,"Hand sowing","m2",200,null,0]
[null,17,"C11.8.5",null,"Watering the grass when established by topsoiling only","kl",10,null,0]
[null,18,"C11.8.10",null,"Unspecified work for landscaping","ProvSum",1,{"v":10000,"d":"R10,000.00"}]
["TOTAL CARRIED TO SECTION 28 SUMMARY: LANDSCAPING AND PLANTING PLANTS",{"$nulls":7},{"$f":"SUM(I1033:I1056)","v":0}]
[]
["SECTION   29          CHEMICAL CONTROL OF UNDESIRABLE VEGETATION"]
[null,"PART","1501",null,"PSC15.1.1 CHEMICAL CONTROL OF UNDESIRABLE VEGETATION"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[null,1,"PSC15.1.1 (a)",null,"Shoulder Weed Spray: 300mm wide","m",100,null,{"$f":"G1062*H1062","v":0}]
[null,2,"PSC15.1.1 (e )",null,"Blocked paved and other paved areas","m2",200,null,0]
["TOTAL CARRIED TO SECTION 29 SUMMARY: CHEMICAL CONTROL OF UNDESIRABLE VEGETATION",{"$nulls":7},{"$f":"SUM(I1062:I1063)","v":0}]
[]
["SECTION   30          QUALITY ASSURANCE"]
[null,"PART","2001",null,"C20.1 TESTING MATERIALS AND JUDGEMENT"]
[null,"Item","Clause",null,"Description","Unit","Quantity","Rate ","Amount"]
[{"$nulls":4},"Special tests requested by the Engineer"]
[null,1,"C20.1.2.2(a)",null,"Special tests requested by the Engineer: Employer’s contribution to other special tests: (a) Provision","PC Sum",1,{"v":200000,"d":"R200,000.00"}]
[null,2,null,null,"Handling costs and profit in respect of item C20.1.2.2(a)","%",null,null,{"$f":"H1070*H1071","v":0}]
[null,3,"C20.1.2.3",null,"Providing testing equipment: Core drill","no",20,null,{"$f":"G1072*H1072","v":0}]
["TOTAL CARRIED TO SECTION 30 SUMMARY: QUALITY ASSURANCE",{"$nulls":7},{"$f":"SUM(I1070:I1072)","v":0}]

{"sheet":"summary","index":3,"n_rows":77,"n_cols":7,"rows_kept":77,"merged":[[0,0,0,2],[8,2,8,6],[12,0,12,2],[13,0,13,2],[14,0,14,2],[15,0,15,2],[16,0,16,2],[17,0,17,2],[18,0,18,2],[19,0,19,2],[20,0,20,2],[21,0,21,2],[22,0,22,2],[23,0,23,2],[24,0,24,2],[25,0,25,2],[26,0,26,2],[27,0,27,2],[28,0,28,2],[29,0,29,2],[30,0,30,2],[31,0,31,2],[32,0,32,2],[33,0,33,2],[34,0,34,2],[35,0,35,2],[36,0,36,2],[37,0,37,2],[38,0,38,2],[39,0,39,2],[40,0,40,2],[41,0,41,2],[42,0,42,2],[43,0,43,2],[44,0,44,2],[45,0,45,2],[46,0,46,2],[47,0,47,2],[48,0,48,2],[49,0,49,2],[50,0,50,2],[51,0,51,2],[52,0,52,2],[53,0,53,2],[54,0,54,2],[55,0,55,2],[56,0,56,2],[57,0,57,2],[58,0,58,2],[59,0,59,2],[60,0,60,2],[61,0,61,2],[62,0,62,2],[63,0,63,2],[64,0,64,2],[65,0,65,2],[66,0,66,2],[67,0,67,2],[68,0,68,2],[69,0,69,2],[70,0,70,2],[71,0,71,2],[73,0,73,2],[74,0,74,2],[76,0,76,2]]}
["             eTHEKWINI MUNICIPALITY"]
[]
["ROAD INFRASTRUCTURE MANAGEMENT DIRECTORATE"]
["ROADS PROVISION DIVISION"]
["ROAD REHABILITATION BRANCH"]
[]
["Contract No.:",null,"1R-34224"]
[]
["Contract Desc.:",null,"Rates-Based Panel Contract for Road Rehabilitation Construction Works to be used As-and-When-Required, for a period of 3 Years (CIDB Grades 5 to 6CE), on Category C and D roads only"]
[]
[null,null,"SUMMARY OF BILL OF QUANTITIES"]
["Section"]
["1     GENERAL REQUIREMENTS AND PROVISIONS",{"$nulls":4},"R",{"$f":"E14","v":0}]
["0102   C1.2 GENERAL REQUIREMENTS AND PROVISIONS",null,null,"R",{"$f":"BoQ!I55","v":0}]
["2     CONTRACTORS SITE ESTABLISHMENT",{"$nulls":4},"R",{"$f":"E16","v":0}]
["0103   C1.3 CONTRACTOR’S SITE ESTABLISHMENT",null,null,"R",{"$f":"BoQ!I77","v":0}]
["3     ACCOMMODATION OF TRAFFIC",{"$nulls":4},"R",{"$f":"E18","v":0}]
["0105   C1.5 ACCOMMODATION OF TRAFFIC",null,null,"R",{"$f":"BoQ!I109","v":0}]
["4     LOADING AND HAULING",{"$nulls":4},"R",{"$f":"E20","v":0}]
["0107   C1.7 LOADING AND HAULING",null,null,"R",{"$f":"BoQ!I121","v":0}]
["5     GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES",{"$nulls":4},"R",{"$f":"E22","v":0}]
["0201   C2.1 GEN REQMENTS AND TRENCHING SERVICE",null,null,"R",{"$f":"BoQ!I161","v":0}]
["6     DRY SERVICES",{"$nulls":4},"R",{"$f":"E24","v":0}]
["0202   C2.2 DRY SERVICES",null,null,"R",{"$f":"BoQ!I209","v":0}]
["7     DRAINS",{"$nulls":4},"R",{"$f":"E26","v":0}]
["0301   C3.1 DRAINS",null,null,"R",{"$f":"BoQ!I243","v":0}]
["8     CULVERTS",{"$nulls":4},"R",{"$f":"E28","v":0}]
["0302   C3.2 CULVERTS",null,null,"R",{"$f":"BoQ!I300","v":0}]
["9     CONCRETE KERBING AND CHANNELING, ASPHALT BERMS",{"$nulls":4},"R",{"$f":"E30","v":0}]
["0303   C3.3 CONCRETE KERBING AND CHANNELING",null,null,"R",{"$f":"BoQ!I343","v":0}]
["10    EXISTING ROAD MATERIALS",{"$nulls":4},"R",{"$f":"E32","v":0}]
["0403   C4.3 EXISTING ROAD MATERIALS",null,null,"R",{"$f":"BoQ!I432","v":0}]
["11    COMMERCIAL MATERIALS",{"$nulls":4},"R",{"$f":"E34","v":0}]
["0404   C4.4 COMMERCIAL MATERIALS",null,null,"R",{"$f":"BoQ!I460","v":0}]
["12    ROAD PAVEMENT LAYERS",{"$nulls":4},"R",{"$f":"E36","v":0}]
["0503   C5.3 ROAD PAVEMENT LAYERS",null,null,"R",{"$f":"BoQ!I537","v":0}]
["13    STABILISATION",{"$nulls":4},"R",{"$f":"E38","v":0}]
["0504   C5.4 STABILISATION",null,null,"R",{"$f":"BoQ!I566","v":0}]
["14    RECONSTRUCTION OF PAVEMENT LAYERS",{"$nulls":4},"R",{"$f":"E40","v":0}]
["0505   C5.5 RECONSTRUCTION OF PAVEMENT LAYERS",null,null,"R",{"$f":"BoQ!I600","v":0}]
["15    SEGMENTAL BLOCK PAVING LAYERS",{"$nulls":4},"R",{"$f":"E42","v":0}]
["0602   C6.2 SEGMENTAL BLOCK PAVING LAYERS",null,null,"R",{"$f":"BoQ!I617","v":0}]
["16    PRIME COAT",{"$nulls":4},"R",{"$f":"E44","v":0}]
["0801   C8.1 PRIME COAT",null,null,"R",{"$f":"BoQ!I626","v":0}]
["17    COVER SPRAYS, FOG SPRAYS AND REJUVENATION SPRAYS",{"$nulls":4},"R",{"$f":"E46","v":0}]
["0802   C8.2 COVER, FOG, REJUVINATION SPRAYS",null,null,"R",{"$f":"BoQ!I639","v":0}]
["18    STANDARD CRACK SEALING",{"$nulls":4},"R",{"$f":"E48","v":0}]
["0805   C8.5 STANDARD CRACK SEALING",null,null,"R",{"$f":"BoQ!I653","v":0}]
["19    GEOSYNTHETIC CRACK SEALING",{"$nulls":4},"R",{"$f":"E50","v":0}]
["0806   C8.6 GEOSYNTHETIC CRACK SEALING",null,null,"R",{"$f":"BoQ!I660","v":0}]
["20    PLANNING",{"$nulls":4},"R",{"$f":"E52","v":0}]
["0807   C8.7 PLANING",null,null,"R",{"$f":"BoQ!I670","v":0}]
["21    PATCHING AND EDGE BREAK REPAIR",{"$nulls":4},"R",{"$f":"E54","v":0}]
["0808   C8.8 PATCHING AND EDGE BREAK REPAIR",null,null,"R",{"$f":"BoQ!I701","v":0}]
["22    ASPHALT LAYERS",{"$nulls":4},"R",{"$f":"E56","v":0}]
["0901   C9.1 ASPHALT LAYERS",null,null,"R",{"$f":"BoQ!I820","v":0}]
["23    SURFACE TREATMENTS",{"$nulls":4},"R",{"$f":"E58","v":0}]
["1001   C10.1 GENERAL REQUIREMENTS FOR SURFACE",null,null,"R",{"$f":"BoQ!I854","v":0}]
["24    NON-STRUCTURAL GABIONS",{"$nulls":4},"R",{"$f":"E60","v":0}]
["1102   C11.2 NON-STRUCTURAL GABIONS",null,null,"R",{"$f":"BoQ!I877","v":0}]
["25    ROAD RESTRAINT SYSTEMS",{"$nulls":4},"R",{"$f":"E62","v":0}]
["1104   C11.4 ROAD RESTRAINT SYSTEMS",null,null,"R",{"$f":"BoQ!I931","v":0}]
["26    ROAD SIGNS",{"$nulls":4},"R",{"$f":"E64","v":0}]
["1106   C11.6 ROAD SIGNS",null,null,"R",{"$f":"BoQ!I985","v":0}]
["27    ROAD MARKING",{"$nulls":4},"R",{"$f":"E66","v":0}]
["1107   C11.7 ROAD MARKINGS AND ROAD STUDS",null,null,"R",{"$f":"BoQ!I1027","v":0}]
["28    LANDSCAPING AND PLANTING PLANTS",{"$nulls":4},"R",{"$f":"E68","v":0}]
["1108   C11.8 LANDSCAPING AND PLANTING PLANTS",null,null,"R",{"$f":"BoQ!I1057","v":0}]
["29    CHEMICAL CONTROL OF UNDESIRABLE VEGETATION",{"$nulls":4},"R",{"$f":"E70","v":0}]
["1501   PSC15.1.1 CHEMICAL CONTROL OF VEGETATION",null,null,"R",{"$f":"BoQ!I1064","v":0}]
["30    QUALITY ASSURANCE",{"$nulls":4},"R",{"$f":"E72","v":0}]
["2001   C20.1 TESTING MATERIALS AND JUDGEMENT",null,null,"R",{"$f":"BoQ!I1073","v":0}]
[]
["SUB TOTAL                  ",{"$nulls":4},"R",{"$f":"SUM(G13:G71)","v":0}]
["ADD VAT (15%) - (only if a registered VAT Vendor)                                                                                   ",{"$nulls":4},"R",{"$f":"G74*15%","v":0}]
[]
["TOTAL CARRIED TO FORM OF TENDER                                                                                                   ",{"$nulls":4},"R",{"$f":"SUM(G74:G75)","v":0}]