Common use of CARTING AWAY Clause in Contracts

CARTING AWAY. 3 Extra over all excavations for carting away surplus excavated material and spreading, levelling and lightly compacting on site where directed not exceeding 100m from the excavations.(measured nett - no allowance made for bulking) m3 1 EARTH FILLING, ETC. Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 4 Backfilling to trenches, holes, etc. m3 1 Filling with approved natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 5 Under trenches, holes, surface beds, etc. m3 0.2 Carried to Collection R 6 Keeping excavations entirely free of all water or mud. Item CONCRETE, FORMWORK AND REINFORCEMENT UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 7 Strip footings. m3 0.4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 8 Base slab, etc m3 0.1 TEST BLOCKS Test blocks: 9 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 1 ROUGH FORMWORK (DEGREE OF ACCURACY II) 10 Rough Formwork to Sides: Edges, risers, ends and reveals not exceeding 300mm high or wide. Carried to Collection m 4 R 11 One brick walls. m2 2 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 12 One brick walls. m2 5 BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 13 230mm Wide reinforcement built in horizontally. m 20

CARTING AWAY. 3 Extra over all excavations for carting away surplus excavated material and spreading, levelling and lightly compacting on site where directed not exceeding 100m from the excavations.(measured nett - no allowance made for bulking) m3 1 EARTH FILLING, ETC. Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 4 Backfilling to trenches, holes, etc. m3 1 Filling with approved natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 5 Under trenches, holes, surface beds, etc. m3 0.2 Carried to Collection R 6 Keeping excavations entirely free of all water or mud. Item CONCRETE, FORMWORK AND REINFORCEMENT UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 7 Strip footings. m3 0.4 REINFORCED CONCRETE 25 MPa/19mm Concrete: 8 Base slab, etc m3 0.1 TEST BLOCKS Test blocks: 9 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 1 ROUGH FORMWORK (DEGREE OF ACCURACY II) 10 Rough Formwork to Sides: Edges, risers, ends and reveals not exceeding 300mm high or wide. Carried to Collection m 4 R 11 One brick walls. m2 2 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) in Class II mortar: 12 One brick walls. m2 5 BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 13 230mm Wide reinforcement built in horizontally. m 2020 14 Ditto, but in foundations (Provisional). m 4 REINFORCEMENT Fabric reinforcement: 15 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 1 EXTERNAL PLASTER Cement plaster on superstructure brickwork: 16 On walls. m2 5 MANHOLE COVERS 17 900 x 900mm Type 2A Heavy duty cast iron manhole cover and frame to SABS 558. No 1 Carried to Collection R BO - Purification Unit (Fiberglass Vessel with activated carbon filters or similar approved: 18 Fiberglass Vessel No 1 UVL55WSS - UV Sterilizer s/s Housingh 55W 3/4" or similar approved. 19 UV Sterilizers No 1 Bill No. 7 Water Purification System Total Brought Forward from Page No. 70 71 R Amount Bill SECTION SUMMARY - External Works (Provisional) Page No No 1 Rain Water Tanks 37 2 Buffer Tanks 47 3 Elevated Tanks 55 4 Stand Pipes 60 5 Reticulation and Fittings 64 6 Tool Box 67 7 Water Purification System 72 Carried to Final Summary Section No. 3 External Works (Provisional) Amount R