Common use of CARTING AWAY Clause in Contracts

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

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 6 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 3 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 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 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 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 Item No Sundries: Quantity Rate 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 Testing: 20 Testing drainage system. Item Carried to Collection R Amount Section No. 3 External Works (Provisional) Bill No. 4 Stand Pipes

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 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 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 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 Item No Sundries: Quantity Rate 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 Testing: 20 Testing drainage system. Item Carried to Collection R Amount Section No. 3 External Works (Provisional) Bill No. 4 Stand Pipes

CARTING AWAY. 4 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 2 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 1 0.2 Carried to Collection R Amount Item No Compaction of surfaces. Quantity Rate Amount No KEEPING EXCAVATIONS FREE OF WATER Keeping excavations free of water: 6 Compaction Keeping excavations entirely free 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 densityall water or mud. m2 8 Prescribed density tests on filling 7 Modified AASHTO Density test. No 3 Item CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 8 1000mm V' shaped concrete slab7 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 9 In 110mm PVC Blue Water Pipe. m3 1 SMOOTH ROUGH FORMWORK (DEGREE OF ACCURACY II) Smooth 10 Rough Formwork to Sides: 10 Edges, risers, ends and reveals not exceeding 300mm high or wide. Carried to Collection m 18 REINFORCEMENT 4 R Item Quantity Rate Amount No BRICKWORK IN FOUNDATIONS (PROVISIONAL) Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 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 14 Ditto, but in foundations (Provisional). m 4 REINFORCEMENT Fabric reinforcement: 11 15 Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 8 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 Item No DAMPPROOFING OF WALLS AND FLOORS PURIFICATION Quantity Rate 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 Carried to Collection R Amount One layer Bill No. 7 Water Purification System COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of 350 micron 'USB GREEN' waterproof sheeting sealed at laps with 'Gunplas Pressure Sensitive Tape': 12 Under surface bedsSection No. m2 8 PIPEWORK Pipes, pipe fittings, etc WATER SUPPLIES Galvanised steel pipe3 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. 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, etcExternal Works (Provisional) Amount R Item Quantity Rate Amount

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 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 1 3 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 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 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 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

CARTING AWAY. 4 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 2 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 1 0.2 Carried to Collection R Amount Item No Compaction of surfaces. Quantity Rate Amount No KEEPING EXCAVATIONS FREE OF WATER Keeping excavations free of water: 6 Compaction Keeping excavations entirely free 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 densityall water or mud. m2 8 Prescribed density tests on filling 7 Modified AASHTO Density test. No 3 Item CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 25Mpa/19mm Concrete 8 1000mm V' shaped concrete slab7 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 9 In 110mm PVC Blue Water Pipe. m3 1 SMOOTH ROUGH FORMWORK (DEGREE OF ACCURACY II) Smooth 10 Rough Formwork to Sides: 10 Edges, risers, ends and reveals not exceeding 300mm high or wide. Carried to Collection m 18 REINFORCEMENT 4 R Item Quantity Rate Amount No BRICKWORK IN FOUNDATIONS (PROVISIONAL) Fabric reinforcementBrickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar: 11 Type 193 fabric reinforcement One brick walls. m2 2 BRICKWORK IN SUPERSTRUCTURE Brickwork of NFP bricks (14 MPa nominal compressive strength) 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'Class II mortar: 12 Under surface bedsOne brick walls. m2 8 PIPEWORK Pipes, pipe fittings, etc WATER SUPPLIES Galvanised steel pipe. 5 BRICKWORK AND BLOCKWORK SUNDRIES Galvanized brickwork reinforcement 13 20230mm Diameter galvanised pipes fixed to concreteWide reinforcement built in horizontally. 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, etc20

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 Quantity Rate Amount 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 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 Item Quantity Rate Amount 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 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 Item No Sundries: Quantity Rate 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 Testing: 20 Testing drainage system. Item Carried to Collection R Amount Section No. 3 External Works (Provisional) Bill No. 4 Stand Pipes

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 Quantity Rate Amount 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 Quantity Rate Amount 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