Permanent Restoration of roads Zenihal Chachihal Road Banihal Lamber Road Nowgam Lamber Sector Banihal Chanjlo Road Banihal Doligam Road Chamalwas Neel Road Km Nachalan to Khari Mandakbass kawana Road Khari Mandakbas to Trigam Khari Mandakbas

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%

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level with 1:5:10 ( 1 cement :5coarse sand :10 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 . 1:3:6 ( 1 cement :3 fine sand :6 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 ) .

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) 50mm thick, finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete.

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 & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.