Constt of Lane from Ghani Sham house to Des Raj house at Badhra Pyt Kanthal Block Bani

Earth work in excavation by manual means 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:

P/L in position dry stone agg of 40mm N/Size stone

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.

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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

P/L in position Cement conc. 1 cement:3 fine sand:6 graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level. 20 % boulders

Centering and shuttering including strutting, propping etc. and removal of form work for : foundations, footings, bases for columns

carriage of sand and aggregate by 70kms averge by MT and 400m by AT

carriage of dry stone aggregate 10km MT and 500ms by AT

carriage of Stone R.R masonary by 1Kms by AT