Permanent Restoration of road from L049-Dassal Gujjaran to Dassal Jattan Under SASKI Rajouri,

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: All kinds of soil :

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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand)

Random Rubble masonry Dry with hard stone in foundation and plinth: With bond stone.

Hand pack stone Filling behind R/wall Abutment Wing wall Retaining wall.

Providing and laying damp-proof Course/ coping 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

Carriage/consumption of material

Sand for an average distance of 150 km by MT

Aggregate 40 mm normal size for an average distance of 20 km by MT

Stone for an average distance of 7 km by MT