Common use of CARTING AWAY Clause in Contracts

CARTING AWAY. 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 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 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 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

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 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 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 5 Prescribed density tests on filling 7 Modified AASHTO Density test. No 3 2 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 12 REINFORCEMENT (PROVISIONAL) Fabric reinforcement: 11 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 8 5 Carried to Collection R 12 Under surface beds. m2 8 5 PIPEWORK Pipes, pipe fittings, etc WATER SUPPLIES Galvanised steel pipe. 13 20mm Diameter galvanised pipes fixed to concrete. m 3 2 Extra over for pipe fittings. 14 Bend No 3 2 uPVC Pipes 15 110mm Blue Water Pipe. m 3 2 SANITARY FITTINGS Solid cast brass taps, valves, etcetc 16 Bib Tap or Similar approved. No 4 MISCELLANEOUS Aqualoc Flow Restrictors/Valve 17 Supply and install Aqualoc Monobox or equal approved, with flow restrictors installations No 2 18 Supply Aqualoc Service set, complete with all fittings No 2 Carried to Collection R 19 Galvanized reno mattresses 2.0m X 1.0m X 0.3m deep with 60 x 80 mm mesh filled with 100 - 150mm stones. m3 2 20 Testing drainage system. Item Section No. 3 External Works (Provisional) Bill No. 4 Stand Pipes

CARTING AWAY. 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 6 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 3 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 20 Prescribed density tests on filling 7 Modified AASHTO Density test. No 3 8 CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED CONCRETE 25Mpa/19mm Concrete 8 1000mm V' shaped concrete slab. m3 1 3 9 In 110mm PVC Blue Water Pipe. m3 1 2 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides: 10 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 18 48 REINFORCEMENT (PROVISIONAL) Fabric reinforcement: 11 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 8 20 Carried to Collection R 12 Under surface beds. m2 8 20 PIPEWORK Pipes, pipe fittings, etc WATER SUPPLIES Galvanised steel pipe. 13 20mm Diameter galvanised pipes fixed to concrete. m 3 8 Extra over for pipe fittings. 14 Bend No 3 8 uPVC Pipes 15 110mm Blue Water Pipe. m 3 9 SANITARY FITTINGS Solid cast brass taps, valves, etcetc 16 Bib Tap or Similar approved. No 16 MISCELLANEOUS Aqualoc Flow Restrictors/Valve 17 Supply and install Aqualoc Monobox or equal approved, with flow restrictors installations No 8 18 Supply Aqualoc Service set, complete with all fittings No 8 Carried to Collection R 19 Galvanized reno mattresses 2.0m X 1.0m X 0.3m deep with 60 x 80 mm mesh filled with 100 - 150mm stones. m3 8 20 Testing drainage system. Item Section No. 3 External Works (Provisional) Bill No. 4 Stand Pipes

CARTING AWAY. 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 5 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 3 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 18 Prescribed density tests on filling 7 Modified AASHTO Density test. No 3 7 CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED CONCRETE 25Mpa/19mm Concrete 8 1000mm V' shaped concrete slab. m3 1 3 9 In 110mm PVC Blue Water Pipe. m3 1 2 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides: 10 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 18 42 REINFORCEMENT (PROVISIONAL) Fabric reinforcement: 11 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 8 18 Carried to Collection R 12 Under surface beds. m2 8 18 PIPEWORK Pipes, pipe fittings, etc WATER SUPPLIES Galvanised steel pipe. 13 20mm Diameter galvanised pipes fixed to concrete. m 3 7 Extra over for pipe fittings. 14 Bend No 3 7 uPVC Pipes 15 110mm Blue Water Pipe. m 3 8 SANITARY FITTINGS Solid cast brass taps, valves, etc