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["ItemNo","Clause","LongDescr","Unit","EstimatedQty","Amount"]
[1,"PRELIMINARY AND GENERAL ITEMS"]
["0102","C1.2 GENERAL REQUIREMENTS AND PROVISIONS"]
[null,null,"Environmental Management"]
[1,"C1.2.1.1\r\nPS.C1.2.1.1\r\nPS.9","Monitoring of compliance with and reporting on the EMP","months",6]
[]
[null,null,"Programming and Reporting"]
[2,"C1.2.2.3\r\nPS.1\r\nPS.C1.2.2.3","Submission of a Scheme 2 Initial Programme","Lump sum",1]
[3,"C1.2.2.4\r\nPS.1\r\nPS.C1.2.2.3","Submission of a Scheme 2 Full Programme","Lump sum",1]
[4,"C1.2.2.5\r\nPS.C1.2.2.5","Reviewing and updating a Scheme 2 programme every month","months",6]
[]
[null,null,"Other Documentation"]
[5,"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,null,"Stakeholder Management & Liaison"]
[6,"C1.2.4\r\nPS.12","Stakeholder Management and Liaison","months",6]
[]
[null,null,"Health and Safety"]
[7,"C1.2.5.1\r\nPS.10","Health and safety plan","Lump sum",1]
[8,"C1.2.5.2\r\nPS.10","Implementation of health and safety plan","months",6]
[]
[null,null,"Community Liaison Officer"]
[9,"PS.13","Allow for 1 CLO's to be appointed","PC Sum",100000,100000]
[10,"PS.13","Handling costs and profit in respect of PS.12","%",100000]
[]
[null,null,"Additional Security"]
[11,"PS.15","Provision of security on site to guard against any disruption of the works throughout the duration of the contract","months",6]
[]
[]
["0103","C1.3 CONTRACTOR’S SITE ESTABLISHMENT AND"]
[null,null,"The Contractor's General Obligations"]
[1,"C1.3.1.1\r\nPS.C1.3.1","Fixed obligations","Lump sum",50000]
[2,"C1.3.1.3\r\nPS.C1.3.1","Time-related obligations","months",6]
[3,"C1.3.2\r\nPS.C1.3.2","Contract sign boards (as per drawing)","no.",1]
[4,"PS.18.3","Submission of As-Built Data","sum",1]
[]
[2,"SITE CLEARANCE"]
["0106","C1.6 CLEARING AND GRUBBING"]
[null,null,"Clearing"]
[1,"C1.6.1.1\r\nPS.C6.1.1","Clearing with machines and some hand labour where necessary","m2",3840]
[]
[null,null,"Grubbing"]
[2,"C1.6.2.1\r\nPS.C6.1.1","Grubbing with machines and some hand labour where necessary","m2",3840]
[]
[null,null,"Removal"]
[3,"C1.6.4.1\r\nPS.C1.6.4.1","Removal of structures: Demolition of brickwork of Manholes and inlets. Depth 0.0m to 1.0m","m3",1.2]
[]
[]
["0107","C1.7 LOADING AND HAULING"]
[null,null,"Hauling material to spoil"]
[1,"C1.7.2.2(a)\r\nPS.C1.7.2.2","Hauling material to spoil in sites designated by the Contractor:\r\n(a) Cleared and grubbed material (organic matter and all other unsuitable or waste material)","m3",384]
[]
[]
[3,"SERVICES"]
["0201","C2.1 GEN REQMENTS AND TRENCHING SERVICE"]
[null,null,"Location, Identification, Protection and Relocation of Existing Services"]
[1,"C2.1.1.1\r\nPS.2\r\nPS.18.1","Contractor’s obligation","Lump sum",1]
[]
[null,null,"Relocation of Services by Others:\r\n\r\nWater"]
[2,"C2.1.1.2\r\nPS.3","Permanent services relocation or protection work by others: Water","PC Sum",100000,100000]
[]
[]
[3,"C2.1.1.3\r\nPS.3","Handling costs and profit in respect of item C2.1.1.2 above","%",100000]
[4,"C2.1.1.2\r\nPS.6","Permanent services relocation or protection work by others: Electricity","PC Sum",50000,50000]
[]
[null,null,"Electricity"]
[5,"C2.1.1.3\r\nPS.6","Handling costs and profit in respect of item C2.1.1.2 above","%",50000]
[]
[null,null,"Proving By Hand"]
[6,"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",30]
[7,"C2.1.7.1","Extra over item for excavating in hard material irrespective of depth","m3",5]
[8,"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",30]
[]
[4,"DRAINAGE"]
["0301","C3.1 DRAINS"]
[1,"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",22]
[2,"C3.1.7.2","Crushed stone obtained from commercial sources (13.2mm stone chips)","m3",8.3]
[3,"C3.1.8.2","Natural sand from commercial sources (Clean coarse sand)","m3",17]
[4,"C3.1.9.1","Pipes in subsoil drainage systems: U-PVC pipes and fittings, normal duty, complete with couplings (110 dia. and perforated)","m",35]
[5,"C3.1.11\r\nPS.C12.11","Geotextiles (Drainage grade, A3.)","m2",70]
[6,"C3.1.14.3","PVC Caps for subsoil drain pipes for subsoil drain pipes","no",2]
[7,"C3.1.20","Breaking into existing drainage structures and install subsoil drain pipe","no",1]
[8,"C3.1.22","Test flushing of subsoil drain pipe systems","no",1]
[]
["0302","C3.2 CULVERTS"]
[null,null,"Excavation:\r\nPipes"]
[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",85]
[]
[]
[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",688]
[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",38]
[]
[null,null,"Backfilling:\r\nPipes"]
[4,"C3.2.2.1","Backfilling: Using the excavated material","m3",546]
[]
[]
["0302","C3.2 CULVERTS"]
[5,"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",402]
[]
[null,null,"Excavation:\r\nManholes, Inlets and Headwalls"]
[6,"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",26]
[7,"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",3]
[8,"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",1.5]
[]
[null,null,"Backfilling:\r\nManholes, Inlets and Headwalls"]
[9,"C3.2.2.1","Backfilling: Using the excavated material","m3",117]
[]
[null,null,"Headwalls"]
[10,"PS.C3.2.9","Inlets and outlets to culverts:\r\nHeadwalls, Type A, for 375mm and 450mm pipes","no",2]
[]
[null,null,"Manholes and Inlets"]
[11,"PS.C3.2.15.2","Manhole: Type A with a heavy duty concrete cover;\r\nDepth: Exceeding 0,0m and up to 1,5m","no",4]
[12,"PS.C3.2.15.2","Inlet: Type S1, heavy duty concrete cover;\r\nDepth: Exceeding 0,0m and up to 1,5m","no",5]
[13,"PS.C3.2.15.2","Inlet: Type S1, heavy duty concrete cover;\r\nDepth: Exceeding 1,5m and up to 2,0m","no",1]
[14,"PS.C3.2.15.2","Inlet: Type D3, heavy duty concrete cover;\r\nDepth: Exceeding 0,0m and up to 1,5m","no",1]
[]
[null,null,"Compaction"]
[15,"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",138]
[]
[]
["0302","C3.2 CULVERTS"]
[16,"C1.7.2.2( c)\r\nPS.C1.7.2.2","Hauling material to spoil and off-loading it at a designated spoil area:\r\n(c) Boulders and hard material","m3",38]
[17,"C3.2.16.2","Brickwork (Engineering bricks): 230 mm thick","m2",0]
[]
["0303","C3.3 CONCRETE KERBING AND CHANNELING"]
[1,"C3.3.2.1, PS.C3.3.2.1","Prefabricated kerbing, cast in-situ channeling:\r\nType F Mountable Kerb, fig. 6, with 150mm channel, Drawing 38577","m",480]
[2,"C3.3.2.1, PS.C3.3.2.1","Prefabricated kerbing, cast in-situ fillet:\r\nType F Mountable Kerb, fig. 6, with 150mm channel, Drawing 38577","m",480]
[3,"C3.3.3.1, PS.C3.3.2.1","Extra over items C3.3.1 and C3.3.2 for concrete kerbing and channeling / fillet on curves of radii more than or equal to 2,0 m but less than 25 m","m",80]
[4,"C3.3.4","Extra over item C3.3.2 for drop kerbs and channel / Fillet at pedestrian crossings and driveways (Drawing 38579)","m",27]
[]
[null,null,"Scoops"]
[5,"C13.4.11","Cast in situ concrete for Pedestrian / Vehicular Scoop (Grade 20/13)","m3",4.2]
[]
[null,null,"Open Drians"]
[6,"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",35]
[]
[]
["1206","C12.6 MECH STABILISED FILL AND GABIONS"]
[]
[null,null,"Reno Mattress and Gabions for Headwalls"]
[1,"C12.6.14.1(a)","Foundation trench excavation: Excavating all material for gabions and reno mattress situated within the following depth ranges\r\n(a) 0 m to 1,5 m","m3",1.2]
[2,"C12.6.15","Surface preparation for bedding the reno mattress","m2",4]
[]
["1206","C12.6 MECH STABILISED FILL AND GABIONS"]
[3,"C12.6.16.2","Reno mattress: PVC coated gabion boxes (2.0mx1.0mx0.3m)","m3",1.2]
[4,"C12.6.17, PS.C12.6.17","Geotextile (Filtertation and separation for use with reno mattress, min Grade 7)","m2",4.5]
[]
[5,"EARTHWORKS"]
["0402","C4.2 CUT MATERIALS"]
[1,"C4.2.4.1\r\nPS.C4.2","Excavating of materials in box cuts for use in the works, material obtained from: \r\nSoft excavation","m3",10]
[2,"C4.2.4.3\r\nPS.C4.2","Excavating of materials in box cuts for use in the works, material obtained from: \r\nBoulder excavation class B","m3",19]
[3,"C4.2.4.4\r\nPS.C4.2","Excavating of materials in box cuts for use in the works, material obtained from: \r\nHard excavation (other than by blasting)","m3",98]
[]
[null,null,"Excavation to Spoil"]
[4,"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",977.01]
[5,"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",19]
[6,"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",98]
[]
[null,null,"Finishing of Banks"]
[7,"C4.2.12.1(a)","Finishing the side slopes of Cuttings:\r\n(a) In soft material","m2",615.25]
[]
[]
["0502","C5.2 FILL"]
[1,"C5.2.11.1","Finishing-off fill slopes","m2",560]
[]
[]
[6,"LAYERWORKS"]
["0404","C4.4 COMMERCIAL MATERIALS"]
[null,null,"Import Layerworks"]
[1,"C4.4.2.1(b)","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:\r\nPavement layer material:Type G2","m3",373]
[2,"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",439]
[3,"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",439]
[]
["0501","C5.1 ROADBED"]
[1,"C5.1.1.2","Roadbed construction and compaction to 95 % of MDD","m3",439]
[2,"C5.1.4.2(a)","Removal of unsuitable material to spoil: In layer thicknesses exceeding 200 mm \r\n(a) Stable material","m3",60]
[3,"C5.1.5.1","In-place treatment of roadbed in hard material:\r\nby ripping","m3",30]
[]
["0503","C5.3 ROAD PAVEMENT LAYERS"]
[1,"C5.3.1","Compiling and implementing M&U plans for the construction of all the pavement layers.","no",1]
[]
[null,null,"Processing and Compaction"]
[2,"C5.3.2.1(k)","Construction of layers: Upper subbase (G2) layer compacted to 98 % of MDD","m3",373]
[3,"C5.3.2.1(j)","Construction of layers: Lower subbase (G5) layer compacted to 95 % of MDD","m3",439]
[4,"C5.3.2.1(b)","Construction of layers: Upper selected subgrade layer (G7) compacted to 95 % of MDD","m3",439]
[]
["0503","C5.3 ROAD PAVEMENT LAYERS"]
[null,null,"Sidewalk"]
[5,"C5.3.2.1(m)","Sidewalk selected layer (G2) compacted to 98 % of MDD","m3",4.5]
[]
[]
["0901","C9.1 ASPHALT LAYERS"]
[null,null,"Asphalt Mix Designs"]
[1,"C9.1.1.2(a)\r\nPS.C9.1","Sand skeletal mixes: Continuously graded base or surfacing (SA-S14).","Lump sum",3500]
[]
[null,null,"Bond Coat (Tack)"]
[2,"C9.1.3.1\r\nPS.C9.1","Application of bond coat: Stable –grade 30 % net bitumen emulsion as specified. Applied with a calibrated distributer","l",1366]
[]
[null,null,"Asphalt Surface"]
[3,"C9.1.5.1(e)\r\nPS.C9.1","New construction (paver laid)\r\n(a) Stone skeletal mix – continuously graded (SA-S14) (50mm layer)","m2",2484]
[4,"C8.1.1.2","Prime coat: MC -30 cut-back bitumen. 0.8l/m2","l",1988]
[]
["1203","C12.3 GROUND IMPROVEMENT"]
[1,"C12.3.20\r\nPS.C12.3.20","Importing dump rock for subgrade improvement, 300mm thick","m3",60]
[2,"PS.C12.3.20","Supply and place minimum grade 5 geofabric to dumprock layer.","m2",220]
[3,"C12.3.19\r\nPS.C12.3.20","Importing G7 quality material from approved sources, to be applied over dumprock layer.","m3",22]
[]
[7,"ANCILLARY ROAD WORKS"]
["1104","C11.4 ROAD RESTRAINT SYSTEMS"]
[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",30]
[2,"C11.4.1.2(a)","Terminal sections for 3,81 guardrails comprising of:\r\n(a) End wings to SANS 1350","no",2]
[3,"C11.4.4.1","Extra over C11.4.1 for horizontally curved guard rails factory bent to a radius of less than 45m","m",10]
[]
["1105","C11.5 FENCING"]
[1,"C11.5.4.1(d)","Dismantling existing fences: (d) Security fences","m",144]
[]
["1106","C11.6 ROAD SIGNS"]
[1,"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",2]
[2,"C11.6.3.1","Road sign supports:\nSteel tubing (75m diameter), Galvanised","m",4]
[3,"C13.4.11","Cast in situ concrete for road sign footings as directed by the Engineer (Grade 20/19)","m3",1.8]
[]
["1107","C11.7 ROAD MARKINGS AND ROAD STUDS"]
[null,null,"Lettering and Symbols"]
[1,"C11.7.1.4\r\nPS.C11.7.1","White lettering and symbols","m2",8]
[]
["1108","C11.8 LANDSCAPING AND PLANTING PLANTS"]
[1,"C11.8.3.3(a)","Preparing the areas for grassing:\r\n(a) Topsoil obtained from within the road reserve or borrow areas","m3",117]
[]
["1109","C11.9 FINISHING  ROAD AND ROAD RESERVE"]
[1,"C11.9.1.2","Single carriageway road","km",0.44]
[]
[8,"RETAINING WALLS"]
["1206","C12.6 MECH STABILISED FILL AND GABIONS"]
[null,null,"Segmented Block walls (Geolock or similar approved)"]
[1,"C12.6.2","Excavation for wall base foundation","m3",26]
[2,"C12.6.3","Concrete for wall base foundation (25/26)","m3",8]
[3,"C12.6.7","Metallic reinforcing mesh (Mesh Ref. 245)","m2",36]
[4,"C12.6.12.2","Facings (Geolock wall as per drawing for wall 0-2m): For concrete block wall facing","m2",58]
[5,"C12.6.13","Drainage (50mm weepholes installed inclusive of all elements as per drawing)","no",16]
[6,"C12.6.11","Backfill (compacted to 95%MDD)","m3",20]
[7,"C12.6.17","Geotextile (Drainage A3)","m2",92]
[8,"C12.6.3","Concrete for wall Top blocks of wall (25/26)","m3",1.4]
[9,"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",45]
[10,"C3.3.6.2","Precast concrete chutes (catchwater drain, minimum 300mm wide by 150mm deepm as per drawing) Item to include all materials, formation, backfill and installation.","m",50]