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 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:

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 3 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 10 Prescribed density tests on filling 7 Modified AASHTO Density test. No 6 4 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 1 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides:

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 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 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:

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 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 2 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 15 5 Prescribed density tests on filling 7 Modified AASHTO Density test. No 6 2 CONCRETE, FORMWORK AND REINFORCEMENT REINFORCED CONCRETE 25Mpa/19mm Concrete 8 1000mm V' shaped concrete slab. m3 2 1 9 In 110mm PVC Blue Water Pipe. m3 2 1 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides:

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 3 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 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 15 10 Prescribed density tests on filling 7 Modified AASHTO Density test. No 6 4 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 1 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides: