C_MAKWAL_PR

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres, as directed by Engineer-in-Charge. All kind of Soil 90% Ordinary Rock 10%

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete(Coping)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Hand-packing stones filling in wire-crates; including cost of crates and stones.

Dumping stone including cost of stones in Horizontal on level

Carriage of Material by mechanical transport from source to site of work includidng loading/un-loading complete Sand / Stone aggregate below 40 mm for average distance 33.0 km

Stone aggregate Above 40 mm for average distance 33.0 km

Stone for an average lead of 12.0 Km