Permanent Restoration of road from Sora Bridge to Badakhana, Pkg No. JK12-139, Length 04.00 Kms.

Clearance of drain including disposal of surplus Mulba with disposal up to 1.5 m

Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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: AKS

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 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)

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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Stone filling hand packedin horizantal on level including costof stone behind R/Wall

Polygonal/Random Rubble masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth width cement mortar 1:6

Polygonal/Random Rubble masonary laid dry uncoursed brought to course in foundation and plinth with bound stone

P/laying of crate work including cost of crate.All complete Job.

Construction of GSL Locallly available confirming to technical specificatios