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

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 3 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 2 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 10 5 Prescribed density tests on filling 7 Modified AASHTO Density test. No 4 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 1 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides:

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 3 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 2 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 10 15 Prescribed density tests on filling 7 Modified AASHTO Density test. No 4 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 1 2 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth Formwork to Sides: