Permanent Restoration of various roads of Banihal

Earth work in eXcavation by manual means in trenches of foundations, drains pipes, cables etc. ( not eXceeding 1.5m in width) and for shafts , wells ,cesspits and the like not exceeding 10 sqm on plan , depth upto 1.5 m including disposal of the excavated earth upto 1m from cutting edge, disposed earth to be levelled and neatly dressed in 70 % all kinds of soils and 30 % Ordinary Rock.

All kind of Soil 70%

Ordinay Rock 30%

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level with 1:3:6 ( 1 cement :3coarse sand :6 graded crushed stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering . All work up to plinth level . 1:1.5:3 ( 1 cement :1.5 fine sand :3 graded Nallah stone aggregate 20 mm nominal size ) .

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering . All work up to plinth level . 1:2:4 ( 1 cement :2 fine sand :4 graded Nallah stone aggregate 20 mm nominal size ) .

Dumping / Filling of stones in horizontal i.e on level including cost of stones.

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

Dry Random Rubble Masonary Dry with hard stone in foundation and plinth Using Nallah stone with out bond stone .

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighingnot less than 25 kg each as per drawing and technical specifications Clause 1301.