CARTING AWAY Sample Clauses

CARTING AWAY. 8 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 20 Carried to Collection R Amount Item No
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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 KEEPING EXCAVATIONS FREE OF WATER Keeping excavations free of water: 4 Keeping excavations entirely free of all water or mud. Item CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED CONCRETE 25 MPa/19mm Concrete: 5 Base slabs, etc m3 0.1 Carried to Collection R Item Quantity Rate Amount
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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 5 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 2 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 4 Carried to Collection R Amount Item No CONCRETE, FORMWORK AND REINFORCEMENT Quantity Rate
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CARTING AWAY. 5 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 KEEPING EXCAVATIONS FREE OF WATER Keeping excavations free of water: 6 Keeping excavations entirely free of all water or mud. Item Carried to Collection R Amount Item No CONCRETE, FORMWORK AND REINFORCEMENT Quantity Rate
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CARTING AWAY. 8 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 29 Carried to Collection R Amount Item No EARTH FILLING, ETC. Quantity Rate Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 Backfilling to trenches, holes, etc. m3 293 Filling with approved 5% stabilised G6 backfill soilcrete supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 Under trenches, holes, surface beds, etc. m3 24
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CARTING AWAY. 4 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 2 EARTH FILLING, ETC. 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 1 Carried to Collection R Amount Item No Compaction of surfaces. Quantity Rate Amount 6 Compaction of ground surface including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material from excavated material where necessary and compacting to 87% Mod AASHTO density. m2 8 Prescribed density tests on filling 7 Modified AASHTO Density test. No 3 CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED CONCRETE 25Mpa/19mm Concrete 8 1000mm V' shaped concrete slab. m3 1 9 In 110mm PVC Blue Water Pipe. m3 1 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides: 10 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 18 REINFORCEMENT (PROVISIONAL) Fabric reinforcement: 11 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 8 Carried to Collection R Item No DAMPPROOFING OF WALLS AND FLOORS Quantity Rate Amount One layer of 350 micron 'USB GREEN' waterproof sheeting sealed at laps with 'Gunplas Pressure Sensitive Tape': 12 Under surface beds. m2 8 PIPEWORK Pipes, pipe fittings, etc WATER SUPPLIES Galvanised steel pipe. 13 20mm Diameter galvanised pipes fixed to concrete. m 3 Extra over for pipe fittings. 14 Bend No 3 uPVC Pipes 15 110mm Blue Water Pipe. m 3 SANITARY FITTINGS Solid cast brass taps, valves, etc
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CARTING AWAY. 4 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 5 EARTH FILLING, ETC. 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 2 Carried to Collection R Amount Item No Compaction of surfaces. Quantity Rate Amount 6 Compaction of ground surface including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material from excavated material where necessary and compacting to 87% Mod AASHTO density. m2 15 Prescribed density tests on filling 7 Modified AASHTO Density test. No 6 CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED CONCRETE 25Mpa/19mm Concrete 8 1000mm V' shaped concrete slab. m3 2 9 In 110mm PVC Blue Water Pipe. m3 2 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides:
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