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[]
["SECTION 1 PRELIMINARY AND GENERAL ITEMS"]
["Part 0102  C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C1.2.2.4\nPS.C1.2.2.3","Submission of a Scheme 2 Full \nProgramme","Lump sum",1,null,{"$f":"E5*F5","v":0}]
[2,"C1.2.2.5\nPS.C1.2.2.5","Reviewing and updating a Scheme 2 \nprogramme every month","months",6,null,{"$f":"E6*F6","v":0}]
[3,"C1.2.2.6","Preparation and submission of all information and reports specified in the Contract Documentation, including reporting on local labour","months",6,null,0]
[4,"C1.2.3.1","Grass cutting","m2",600,null,0]
[5,"C1.2.3.2","Drain cleaning","m",15,null,0]
[6,"C1.2.3.3","Cleaning out culverts","m3",5,null,0]
[7,"C1.2.5.1\r\nPS.9","Health and safety plan","Lump sum",1,null,0]
[8,"C1.2.5.2\r\nPS.9","Implementation of health and safety plan","months",6,null,0]
[9,"PS.12","Allow for 1 CLO's to be appointed","PC Sum",90000,{"v":1,"d":"R1.00"},{"v":90000,"d":"R90,000.00"}]
[10,"PS.12","Handling costs and profit in respect of item 9","%",90000,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G5:G14)","v":{"v":90000,"d":"R90,000.00"}}]
[]
["Part 0103 C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C1.3.1.1\r\nPS.C1.3.1","Fixed obligations","Lump sum",1,null,{"$f":"E19*F19","v":0}]
[2,"C1.3.1.3\r\nPS.C1.3.1","Time-related obligations","months",6,null,{"$f":"E20*F20","v":0}]
[3,"C1.3.2\r\nPS.C1.3.2","Contract sign boards (as per drawing)","no.",1,null,0]
[4,"PS.17","Submission of As-Built Data","Sum",1,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G19:G22)","v":0}]
[]
["Part 0105  C1.5 ACCOMMODATION OF TRAFFIC"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C1.5.1.1\r\nPS.1.3","Accommodation of pedestrian and non-motorised traffic","months",6,null,{"$f":"F27*E27","v":0}]
[2,"C1.5.2\r\nPS.1.3","Accommodation of vehicular traffic","months",6,null,{"$f":"F28*E28","v":0}]
[3,"C1.5.7.1(b)","Delineators including mounting bases and ballast: Double sided, reversible left or right (1200mm x 250mm)","no",10,null,0]
[4,"C1.5.7.3","Flagmen","months",6,null,0]
[5,"C1.5.7.5 (c )","(c)Illuminated road sign – R & TR series (900mm)","no",2,null,0]
[6,"C1.5.7.5(d)","(d) Illuminated road sign – TW series (900mm)","no",2,null,0]
[7,"C1.5.7.5(d)","(d) Illuminated road sign – TW series (TW407 / TW408)","no",1,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G27:G33)","v":0}]
[]
["SECTION 2 SITE CLEARANCE"]
["PART 0106  C1.6 CLEARING AND GRUBBING"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C1.6.1.1","Clearing with machines and some hand labour where necessary","m2",600,null,{"$f":"E39*F39","v":0}]
[2,"C1.6.1.2","Clearing with hand labour only when labour enhanced work is specified","m2",600,null,{"$f":"E40*F40","v":0}]
[3,"C1.6.2.1","Grubbing with machines and some hand labour where necessary","m2",600,null,0]
[4,"C1.6.2.2","Grubbing with hand labour when labour enhancement work is specified or it is not practical to use a machine","m2",600,null,0]
[5,"C1.6.3.1","Girth equal to or exceeding 1,0 m up to and including 2,0 m","no",3,null,0]
[6,"C1.6.4.1\r\nPS.C1.6.4.1","Removal of structures: Demolition of brickwork of Manholes and inlets. Depth 0.0m to 1.5m","m3",5,null,0]
[7,"C1.6.4.1\r\nPS.C1.6.4.1","Removal of Stormwater inlets; covers and frames. Store on site.","no",1,null,0]
[8,"C1.6.4.1\r\nPS.C1.6.4.1","Removal of Stormwater manholes and inlet; covers and frames. Spoil at tip, including haullage.","no",1,null,0]
[9,"C1.6.4.1\r\nPS.C1.6.4.1","Removal of Stormwater Pipes, Diameter 300mm-600mm. Spoil at tip, including haullage.","m",12,null,0]
[10,"C13.3.1.1(a)\r\nPS.C1.6.4.1","Cast in situ concrete: Strength concrete (class C):  Seal Pipe ends\r\n(a) Concrete 15/26","m3",2,null,0]
[11,"PS.C1.6.4.2","Removal of buildings and structures: (Spaza Shops/Shacks that are on the road reserve, the area range between 10-16 square metres, including transportation and replacing material that will be damaged while demolishing)","no",3,null,0]
[12,"PS.C1.6.4.3","Removal of Loffelstein/GEOLOK 400 type retaining wall to store onsite as directed by Engineer on Site.","m2",100,null,0]
[13,"PS.C1.6.4.4","Removal of Gabion baskets and store the rocks on site for re-use as directed by the Engineer on Site.","m3",45,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G39:G51)","v":0}]
[]
["SECTION 3 SERVICES"]
["PART 0201 C2.1 GEN REQMENTS AND TRENCHING SERVICE"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C2.1.1.2\r\nPS.3","Permanent services relocation or protection work by others: Water","PC Sum",30000,{"v":1,"d":"R1.00"},{"v":30000,"d":"R30,000.00"}]
[2,"C2.1.1.3\r\nPS.3","Handling costs and profit in respect of item C2.1.1.2 above","%",30000,null,0]
[3,"C2.1.1.2\r\nPS.4","Permanent services relocation or protection work by others: Sewer","PC Sum",5000,{"v":1,"d":"R1.00"},{"$f":"E59*F59","v":{"v":5000,"d":"R5,000.00"}}]
[4,"C2.1.1.3\r\nPS.4","Handling costs and profit in respect of item C2.1.1.2 above","%",5000,null,0]
[5,"C2.1.1.2\r\nPS.6","Permanent services relocation or protection work by others: Electricity","PC Sum",50000,{"v":1,"d":"R1.00"},{"v":50000,"d":"R50,000.00"}]
[6,"C2.1.1.3\r\nPS.6","Handling costs and profit in respect of item C2.1.1.2 above","%",50000,null,0]
[7,"C2.1.1.2\r\nPS.6","Permanent services relocation or protection work by others: Telecoms","PC Sum",5000,{"v":1,"d":"R1.00"},{"v":5000,"d":"R5,000.00"}]
[8,"C2.1.1.3\r\nPS.6","Handling costs and profit in respect of item C2.1.1.2 above","%",5000,null,0]
[9,"C2.1.2.5\r\nPS.2.2","Using hand excavation to locate, expose and verify services, Depth of 0.0m to 1.5m. (Prov)","m3",13.5,null,0]
[10,"C2.1.2.5\r\nPS.2.2","Using hand excavation to locate, expose and verify services, Depth of 1.5m to 2.0m (Prov)","m3",15,null,{"$f":"E66*F66","v":0}]
[11,"C2.1.6.1(a)\r\nPS.C2.1.6","Trench excavation (in soft material):\r\nTrenches up to 1,0 m wide\r\n(a) Up to 1,0 m deep","m3",23,null,0]
[12,"C2.1.6.1(b)\r\nPS.C2.1.6","Trench excavation (in soft material):\r\nTrenches up to 1,0 m wide\r\n(b) Over 1,0 m and up to 2,0 m deep","m3",10,null,0]
[13,"C2.1.7.1","Extra over item for excavating in hard material irrespective of depth","m3",8,null,{"$f":"E69*F69","v":0}]
[14,"C2.1.11.1(a)\r\nPS.C2.1.6","Backfilling of trenches:\r\nBackfill compacted to 93 % (100 % for sand) of MDD (areas subject to traffic loads) using material:\r\n(a) From the excavated trench material","m3",39,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G57:G70)","v":{"v":90000,"d":"R90,000.00"}}]
[]
["PART 0202 C2.2 DRY SERVICES"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C2.2.1.1(b)\r\nPS.C2.2.1.1","U-PVC, type N450, with push fit couplings.\r\n(b) 160 mm diameter","m",16,null,{"$f":"E75*F75","v":0}]
[2,"C2.2.6.1","Duct accessories: \r\nDuct markers (230 x 250 x 50)","no",4,null,{"$f":"E76*F76","v":0}]
[3,"C2.2.6.3","Duct accessories: \r\nDraw wires","m",5,null,{"$f":"E77*F77","v":0}]
[4,"C2.2.6.4","Duct accessories: \r\nEnd caps or plugs (U-PVC for 160mm dia)","no",4,null,{"$f":"E78*F78","v":0}]
[5,"C2.2.7.4\r\nPS.C2.2.7.4","Cable duct headwalls (230mm brickwork). Drawing: 38581","m2",8,null,{"$f":"E79*F79","v":0}]
[6,"C2.2.4.1","Bedding for ducts compacted to 93 % of MDD (100 % for sand) using material: \r\nSelected from the excavated trench material","m3",3.5,null,0]
[7,"C2.2.4.5(a)","Bedding for ducts compacted to 93 % of MDD (100 % for sand) using material: \r\nFrom commercial sources :\r\n(a) Clean Coarse Sand","m3",3.5,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G75:G81)","v":0}]
[]
["SECTION 4 DRAINAGE"]
["PART 0301 C3.1 DRAINS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C3.1.1.1(a)","Excavation for open drains: \r\nExcavating all material situated within the following depth ranges below the surface level using conventional methods:\r\n(a) 0 m to 1,5 m","m3",64,null,{"$f":"E87*F87","v":0}]
[2,"C3.1.4.1(a)","Excavation and disposal of material for subsoil drainage systems: in all material situated within the following depth ranges below the surface:\n(a) 0 m to 1,5 m","m3",24,null,0]
[3,"C3.1.7.2","Crushed stone obtained from commercial sources (13.2mm stone chips)","m3",27,null,0]
[4,"C3.1.8.2","Natural river sand from commercial sources (Clean coarse sand)","m3",33,null,0]
[5,"C3.1.9.1","Pipes in subsoil drainage systems: U-PVC pipes and fittings, normal duty, complete with couplings (state size and whether or not perforated or slotted)","m",40,null,0]
[6,"C3.1.11\r\nPS.C12.11","Geotextiles (Drainage grade, A3.)","m2",10,null,0]
[7,"C3.1.20","Breaking into existing drainage structures and install subsoil drain pipe","no",1,null,0]
[8,"C3.1.22","Test flushing of subsoil drain pipe systems","no",1,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G87:G94)","v":0}]
[]
["PART 0302 C3.2 CULVERTS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C3.2.1.1(a)\r\nPS.C2.1.6\r\nPS.C3.2.1.1","Excavation for culvert structures for pipes: in all material situated within the following depth ranges below the surface level: \r\n(a) 0 m to 1,5 m","m3",50,null,0]
[2,"C3.2.1.1(b)\r\nPS.C2.1.6\r\nPS.C3.2.1.1","Excavation for culvert structures for pipes: in all material situated within the following depth ranges below the surface level:\r\n(b) Exceeding 1,5 m and up to 3,0 m","m3",120,null,0]
[3,"C3.2.1.4\r\nPS.C2.1.6","Extra over sub-item C3.2.1.1 for excavation in hard or boulder material,\nirrespective of depth","m3",30,null,{"$f":"E101*F101","v":0}]
[4,"C3.2.2.1","Backfilling: Using the excavated material","m3",57,null,0]
[5,"C3.2.2.2(a)","Backfilling: Using imported selected material:\r\n(a) From commercial sources (Using granular material)","m3",57,null,0]
[6,"C3.2.3.2\r\nPS.C3.2.3.2","Concrete pipe culverts, Spigot and Socket: On Class B bedding (450mm diameter concrete Class 100D)","m",55,null,{"$f":"E104*F104","v":0}]
[7,"C3.2.3.2\r\nPS.C3.2.3.2","Concrete pipe culverts, Spigot and Socket: On Class B bedding (600mm diameter concrete Class 100D)","m",55,null,{"$f":"E105*F105","v":0}]
[8,"C3.2.8","Concrete backfill or encasement for culverts (Grade 20/26)","m3",1,null,0]
[9,"C3.2.1.1(a)\r\nPS.C2.1.6","Excavation for culvert structures for Manholes Inlets and Headwalls: in all material situated within the following depth ranges below the surface level:\r\n(a) 0 m to 1,5 m","m3",17,null,{"$f":"E107*F107","v":0}]
[10,"C3.2.1.1(b)\r\nPS.C2.1.6","Excavation for culvert structures for Manholes Inlets and Headwalls: in all material situated within the following depth ranges below the surface level:\r\n(b) Exceeding 1,5 m and up to 3,0 m","m3",25,null,0]
[11,"C3.2.1.4\r\nPS.C2.1.6","Extra over sub-item C3.2.1.1(b) for excavation in hard or boulder material,\nirrespective of depth","m3",13,null,0]
[12,"C3.2.2.1","Backfilling: Using the excavated material","m3",10,null,0]
[13,"C3.2.2.2(a)","Backfilling: Using imported selected material:\r\n(a) From commercial sources (Using imported G9 material)","m3",10,null,0]
[14,"PS.C3.2.9","Inlets and outlets to culverts:\r\nHeadwalls, Type A, for 450mm pipes","no",1,null,0]
[15,"PS.C3.2.15.2","Inlet: Type S1, heavy duty concrete cover;\r\nDepth: Exceeding 0,0m and up to 1,5m","no",4,null,0]
[16,"PS.C3.2.15.2","Inlet: Type S2, heavy duty concrete cover;\r\nDepth: Exceeding 0,0m and up to 1,5m","no",1,null,0]
[17,"PS.C3.2.15.2","Inlet: Type S1,heavy duty concrete cover;\r\nDepth: Exceeding 1,5m and up to 2,0m","no",4,null,0]
[18,"C3.2.24.1","Compaction of bedding for inlets, outlets, manholes and catchpits: Preparation and compaction of in situ bedding material to 90 % of MDD (depth 150mm)","m3",20,null,0]
[19,"C3.3.6.1","Prefabricated concrete chutes (minimum size 0.4m wide x 0.15m depth)","m",15,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G99:G117)","v":0}]
[]
["PART 0303 C3.3 CONCRETE KERBING AND CHANNELING"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C3.3.2.1, PS.C3.3.2.1","Prefabricated kerbing, cast in-situ channeling:\r\nType A Mountable Kerb, fig. 6, with 300mm channel, Drawing 38577","m",400,null,{"$f":"E122*F122","v":0}]
[2,"C3.3.3.1, PS.C3.3.2.1","Extra over items C3.3.1 and C3.3.2 for concrete kerbing and \nchanneling on curves of radii more than or equal to 2,0 m but less than 25 m","m",10,null,0]
[3,"C3.3.4","Extra over item C3.3.2 for drop kerbs and channel / Fillet at pedestrian crossings and driveways (Drawing 38579)","m",40,null,0]
[4,"C3.3.2.1, PS.C3.3.2.1","Prefabricated kerbing (edge restraint, Figure 12 kerb including 100mm x 100mm haunching)","m",400,null,0]
[5,"C13.4.11","Cast in situ concrete for Pedestrian / Vehicular Scoop (Grade 20/13)","m3",5,null,0]
[6,"C3.3.16","Demolition and removal of existing kerbs","m",400,null,0]
[7,"C3.3.6.2","Cast in situ concrete chutes (V Drain, as per drawing) Item to include formation, backfill and compaction, Concrete, reinforcement and formwork","m",10,null,0]
[8,"C3.3.8.3(a)","Stone pitched lining (200 mm thickness)\n(a) Grouted stone pitching (type of open drain indicated)","m2",20,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G122:G129)","v":0}]
[]
["PART 1206 C12.6 MECH STABILISED FILL AND GABIONS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C12.6.14.1(a)","Foundation trench excavation: Excavating all material for reno mattress situated within the following depth ranges\r\n(a) 0 m to 1,5 m","m3",16,null,{"$f":"E134*F134","v":0}]
[2,"C12.6.15","Surface preparation for bedding the reno mattress","m2",16,null,{"$f":"E135*F135","v":0}]
[3,"C12.6.16.2","Reno mattress: PVC coated gabion boxes (2.0mx1.0mx0.3m)","m3",5,null,{"$f":"E136*F136","v":0}]
[4,"C12.6.17, PS.C12.6.17","Geotextile (Filtertation and separation for use with reno mattress, min Grade 7)","m2",32,null,{"$f":"E137*F137","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G134:G137)","v":0}]
[]
["SECTION 5 EARTHWORKS"]
["PART 0402 C4.2 CUT MATERIALS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C4.2.3.1\r\nPS.C4.2","Excavating of materials in cuttings for use in the works, material obtained from: \r\nSoft excavation","m3",100,null,{"$f":"E143*F143","v":0}]
[2,"C4.2.3.3\r\nPS.C4.2","Excavating of materials in cuttings for use in the works, material obtained from:  \r\nBoulder excavation class B","m3",20,null,0]
[3,"C4.2.3.4\r\nPS.C4.2","Excavating of materials in cuttings for use in the works, material obtained from:  \r\nHard excavation (other than by blasting)","m3",10,null,0]
[4,"C4.2.7.1","Removal of unsuitable stable cut material to spoil: \r\nIn layer thicknesses of 200 mm and less","m3",250,null,0]
[5,"C4.2.9.1\r\nPS.C4.2","Excavate material to spoil in sites designated by the Contractor, material obtained from:\r\nSoft excavation, overburden and unsuitable material","m3",100,null,0]
[6,"C4.2.9.3\r\nPS.C4.2","Excavate material to spoil in sites designated by the Contractor, material obtained from:\r\nBoulder excavation class B","m3",20,null,0]
[7,"C4.2.9.4\r\nPS.C4.2","Excavate material to spoil in sites designated by the Contractor, material obtained from:\r\nHard excavation (other than by blasting)","m3",30,null,0]
[8,"C4.2.12.1(a)","Finishing the side slopes of Cuttings:\r\n(a) In soft material","m2",105,null,0]
[9,"C4.2.12.1(b)","Finishing the side slopes of Cuttings:\r\n(b) In boulder material class A and B","m2",50,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G143:G151)","v":0}]
[]
["PART 0403 C4.3 EXISTING ROAD MATERIALS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C4.3.4.1(a)","Saw-cutting existing materials within the following average depth ranges:\r\nAsphalt:\r\n(a) Up to 50 mm","m",6,null,{"$f":"E156*F156","v":0}]
[2,"C4.3.9.4\r\nPS.C4.2","Excavating material by using conventional road construction equipment to stockpile: Natural gravel and sand materials","m3",30,null,0]
[3,"C4.3.18.1\r\nPS.C4.2","Excavate non-compliant or excess pavement layer material to spoil in sites designated by the Contractor, material consisting of: Asphalt material","m3",32,null,0]
[4,"C4.3.4.1(a)","Saw-cutting existing materials within the following average depth ranges:\nAsphalt:\n(a) Up to 50 mm","m",5,null,0]
[5,"C4.3.4.1(b)","(b) Exceeding 50 mm and up to 100 mm","m",5,null,0]
[6,"C4.3.12.1(a)","Removing of existing concrete material within the following average depth ranges by: The break-up method:\n(a) Not exceeding 150 mm","m3",48,null,0]
[7,"C4.3.12.1(b)","(b) Exceeding 150 mm but not exceeding 250 mm","m3",48,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G156:G162)","v":0}]
[]
["PART 0404 C4.4 COMMERCIAL MATERIALS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C4.4.2.1(g )","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:\r\nPavement layer material:Type G7","m3",300,null,{"$f":"E167*F167","v":0}]
[2,"C4.4.2.1(I)","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:\r\nPavement layer material:Type G9","m3",300,null,{"$f":"E168*F168","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G167:G168)","v":0}]
[]
["PART 0502 C5.2 FILL"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C5.2.2.1(a)","Fill construction: Normal fill material (G7) in compacted layer thicknesses of 200 mm and less:\r\n(a) Compacted to 95 % of MDD","m3",300,null,{"$f":"E173*F173","v":0}]
[2,"C5.2.2.1(b)","Fill construction: Normal fill material (G9) in compacted layer thicknesses of 200 mm and less:\r\n(b) Compacted to 93 % of MDD","m3",300,null,{"$f":"E174*F174","v":0}]
[3,"C5.2.3","Side-cut to fill compacted to 93 % of MDD in compacted layer thicknesses of 200 mm and less","m3",150,null,{"$f":"E175*F175","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G173:G175)","v":0}]
[]
["SECTION 6 LAYERWORKS"]
["PART 0404 C4.4 COMMERCIAL MATERIALS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C4.4.2.1(f )","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:\r\nPavement layer material:Type G5","m3",180,null,{"$f":"E181*F181","v":0}]
[2,"C4.4.4.1\r\nPS.C4.4.4.1","Cementitious stabilising agents: Cement","t",2,null,{"$f":"E182*F182","v":0}]
[{"$nulls":5},"TOTAL ",{"$f":"SUM(G181:G182)","v":0}]
[]
["PART 0501 C5.1 ROADBED"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C5.1.1.2","Roadbed construction and compaction to 95 % of MDD","m3",120,null,{"$f":"E187*F187","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"G187","v":0}]
[]
["PART 0503 C5.3 ROAD PAVEMENT LAYERS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C5.3.2.1(m)","Construction of layers: Gravel base layer (unstabilised), (150mm thick) compacted to 100 % of MDD","m3",180,null,0]
[2,"C5.3.2.1(n)","Gravel base layer (chemically stabilised), (150mm thick) compacted to 97 % of MDD","m3",30,null,{"$f":"E193*F193","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G192:G193)","v":0}]
[]
["PART 0601 C6.1 PAVER LAID CONCRETE LAYERS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C6.1.2.1(a)","Construction of jointed concrete pavement (JCP) (Excluding texturing and curing)\nJCP without dowels:\nLabour enhanced consttion (150mm thick, grade 30/26 inclusive of Mesh Ref 395)","m2",1200,null,{"$f":"E198*F198","v":0}]
[2,"C6.1.7.1","Expansion joints complete (excluding dowels)","m",310,null,0]
[3,"C6.1.9.1","100 mm cores drilled from pavement for testing of compressive strength","no",3,null,0]
[4,"C6.1.5.2","Burlap-dragged and broom finish only","m2",1200,null,0]
[5,"C6.1.9.2","150 mm cores drilled from pavement for testing of compressive strength","no",4,null,0]
[6,"PS.C13.1.5","Additional concrete, grade 30/26 in panel achor as detailed on Construction drawings.","m3",35,null,0]
[7,"PS.C13.1.6","Additional concrete, grade 30/26 in anchor block as detailed on Construction drawings.","m3",24,null,0]
[8,"PS.C13.1.7","Transverse and longitudinal key as detailed on Construction drawings.","m",700,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G198:G205)","v":0}]
[]
["PART 1203 C12.3 GROUND IMPROVEMENT"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C12.3.20\r\nPS.C12.3.20","Importing dump rock for subgrade improvement, 300mm thick","m3",28,null,{"$f":"E210*F210","v":0}]
[2,"C12.3.20\r\nPS.C12.3.20","Importing dump rock for subgrade improvement, 500mm thick","m3",60,null,0]
[3,"PS.C12.3.20","Supply and place minimum grade 5 geofabric to dumprock layer.","m2",90,null,0]
[4,"C12.3.19\r\nPS.C12.3.20","Importing G5 quality material from approved sources, to be applied over dumprock layer.","t",12,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G210:G213)","v":0}]
[]
["PART 1104  C11.4 ROAD RESTRAINT SYSTEMS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C11.4.1.1(c )","Erecting of guardrails at 3,81 m spacing:\r\nComplete galvanized system compliant to SANS 1350:\r\n(c) on CONCRETE post (Drawing 38580)","m",66,null,0]
[2,"C11.4.1.2(a)","Terminal sections for 3,81 guardrails comprising of:\r\n(a) End wings to SANS 1350","no",8,null,0]
[3,"C11.4.5.1","\"Additional guardrail posts for 3,81 m systems: Concrete\"","no",34,null,{"$f":"E220*F220","v":0}]
[4,"C11.4.6.2","Reflective \nPlastic plates","no",34,null,0]
[5,"C11.4.4.1","Extra over C11.4.1 for horizontally curved guard rails factory bent to a radius of less than 45m","m",67,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G218:G222)","v":0}]
[]
["PART 1105 C11.5 FENCING "]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C11.5.1.3","Diamond mesh","m2",30,null,0]
[2,"C11.5.1.9(a)(i)","Straining posts, stays and anchors:\n(a) Vertical (Concrete straining post)","no",15,null,0]
[3,"C11.5.2\r\nPS.C11.5.4.1","New gates (Vehicular)","no",2,null,{"$f":"E229*F229","v":0}]
[4,"C11.5.2","New gates (Pedestrian)","no",4,null,{"$f":"E230*F230","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G227:G230)","v":0}]
[]
["PART 1106 C11.6 ROAD SIGNS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C11.6.1.3(a)","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:\r\nPrepainted galvanized steel plate:\r\n(a) Area 0 to 0,5 m2","m2",5,null,0]
[2,"C11.6.1.3(b)","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:\r\nPrepainted galvanized steel plate:\r\n(b) Area exceeding 0,5 m2 but not 2,0 m2","m2",5,null,0]
[3,"C11.6.3.1","Road sign supports:\nSteel tubing (75m diameter), Galvanised","m",7,null,{"$f":"E237*F237","v":0}]
[4,"C11.6.5.1","Excavation and backfilling for road sign supports:\nExcavating soft material and backfilling","m3",5,null,0]
[5,"C11.6.5.4","Extra over item C11.6.5.1 for hard material excavation","m3",4,null,0]
[6,"C13.4.11","Cast in situ concrete for road sign footings as directed by the Engineer (Grade 20/19)","m3",8,null,{"$f":"E240*F240","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G235:G240)","v":0}]
[]
["PART 1108 C11.8 LANDSCAPING AND PLANTING PLANTS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C11.8.3.3(b)","Preparing the areas for grassing:\r\n(b) Topsoil obtained from commercial sources by the Contractor","m3",10,null,0]
[2,"C11.8.6","Watering the already planted grass, trees and shrubs during the growing season","kl",0.2,null,0]
[3,"C11.8.12","Removal of undesirable vegetation","m2",20,null,{"$f":"E247*F247","v":0}]
[4,"C11.8.4.3","(c) Hydroseeding","m2",50,null,{"$f":"E248*F248","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G245:G248)","v":0}]
[]
["PART 1109 C11.9 FINISHING  ROAD AND ROAD RESERVE"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C11.9.1.2","Single carriageway road","km",0.4,null,{"$f":"E253*F253","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"G253","v":0}]
[]
["PART 1308 C13.8 ANCILLARY STRUCTURAL ELEMENTS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"PS.C13.1.2","Precast Steps (base steps or similar approved) including Grade20/13 concrete base min 50mm blinding.","no",30,null,{"$f":"E258*F258","v":0}]
[2,"PS.C13.1.8","Handrails as per Standard Drawing no. 38581 and as directed by Engineer on Site.","m",60,null,0]
[3,"PS.C13.1.3","Precast Handrails Posts as per Standards Drawing no.38581 and as directed by Engineer on Site.","no",24,null,0]
[4,"PS.C13.1.4","Supply and place Precast Concrete Bollards as directed by Engineer on Site.","no",6,null,0]
[5,"PS.C13.1.2,7","Supply and place Grade 20MPa/19mm concrete for handrail post bases as directed by Engineer on Site.","m3",5,null,0]
[6,"PS.C13.1.7","Supply and lay Grade20MPa concrete for footpaths including transverse joints, curing with Class-3 Wood Float Surface finish. Rate to include all formwalk, shuttering and Ref 193 reinforcin mesh as detailed in Construction drawings.","m3",35,null,0]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G258:G263)","v":0}]
[]
["SECTION 7 RETAINING WALLS"]
["PART 1206 C12.6 MECH STABILISED FILL AND GABIONS"]
["ItemNo","Clause","Long Description","Unit","EstimatedQty","Rate","Amount"]
[1,"C12.6.14.1(a)","Foundation trench excavation: Excavating all material for gabions situated within the following depth ranges\r\n(a) 0 m to 1,5 m","m3",78,null,0]
[2,"C12.6.14.1(b)","Foundation trench excavation: Excavating all material for gabions situated within the following depth ranges \r\n(b) Exceeding 1,5 m and up to 3,0 m","m3",135,null,0]
[3,"C12.6.15","Surface preparation for bedding the gabions","m2",95,null,0]
[4,"C12.6.16.2","Gabions and mattresses: PVC coated gabion boxes (1.0mx1.0mx2.0m)","m3",180,null,0]
[5,"C12.6.17, PS.C12.6.17","Geotextile (Filtertation and separation for use with gabions, min Grade 7)","m2",174,null,0]
[6,"C12.6.2","Excavation for wall base foundation","m3",150,null,0]
[7,"C12.6.3","Concrete for wall base foundation (25/26)","m3",20,null,{"$f":"E275*F275","v":0}]
[8,"C12.6.7","Metallic reinforcing mesh (Mesh Ref. 245)","m2",76,null,{"$f":"E276*F276","v":0}]
[9,"C12.6.12.2","Facings (Geolock wall as per drawing for wall 0-2m): For concrete block wall facing","m2",60,null,0]
[10,"C12.6.12.2","Facings (Geolock wall as per drawing for wall 2m-3m): For concrete block wall facing","m2",50,null,{"$f":"E278*F278","v":0}]
[11,"C12.6.12.2","Facings (Geolock wall as per drawing for wall 3-4m): For concrete block wall facing","m2",70,null,0]
[12,"C12.6.13","Drainage (50mm weepholes installed inclusive of all elements as per drawing)","no",39,null,0]
[13,"C12.6.11","Backfill (19mm stone chips)","m3",9,null,0]
[14,"C12.6.11","Backfill (Cement stabilised backfill as per drawing)","m3",45,null,0]
[15,"C12.6.11","Backfill (compacted to 95%MDD)","m3",160,null,0]
[16,"C12.6.17","Geotextile (Drainage A3)","m2",313,null,0]
[17,"C12.6.3","Concrete for wall Top blocks of wall (25/26)","m3",27,null,{"$f":"E285*F285","v":0}]
[{"$nulls":5},"TOTAL",{"$f":"SUM(G269:G285)","v":0}]
[]
[{"$nulls":5},"TOTAL (excl VAT",{"$f":"G15+G23+G34+G52+G71+G82+G95+G118+G130+G138+G152+G163+G169+G176+G183+G188+G194+G206+G214+G223+G231+G241+G249+G254+G264+G286","v":{"v":180000,"d":"R180,000.00"}}]
[{"$nulls":5},"VAT",{"$f":"0.15*G288","v":{"v":27000,"d":"R27,000.00"}}]
[{"$nulls":5},"TOTAL (INCL VAT",{"$f":"G288+G289","v":{"v":207000,"d":"R207,000.00"}}]
{"$rows_empty":14}
[{"$nulls":6},0]
[15,"C2.1.2.5","Using hand excavation to locate, expose and verify services","m3",0,0,0]
{"$rows_empty":9}
[{"$nulls":6},0]
[{"$nulls":6},0]