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 29 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

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 29 5 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 2 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 244 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 20 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 293 265 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 2416

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 29 6 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 2 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 246 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 20 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 293 194 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 2416

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 29 10 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 3 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 249 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 4 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 1 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 244 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 15 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 4 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 249 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 11 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 3 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 247 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 9 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 2 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 246 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 10 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 3 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 246 CONCRETE, FORMWORK AND REINFORCEMENT

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 29 5 Filling with material from the excavations compacted to a density of at least 95% Mod. AASHTO maximum density: 9 4 Backfilling to trenches, holes, etc. m3 293 2 Filling with approved 5% stabilised G6 backfill soilcrete natural gravel material (G5) supplied and carted onto site by the Contractor and compacted to 95% Mod AASHTO density: 10 5 Under trenches, holes, surface beds, etc. m3 245 CONCRETE, FORMWORK AND REINFORCEMENT

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 39 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 293 388 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 2432