Baramulla Km 0 to Y Junction Km 21 section of Baramulla-Gulmarg road (Length 21 Kms) Surface deterioration, Landslide and sinking

(Part “A” KM 0+000 to KM 16+120)

Construction of R/wall 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

Supply and filling of dry stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of materials from source to site of work complete

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 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 damp-proof Course 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

Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing

Supply & Filling of Khak Bajri/ RBM/ Nallah boulders for back filling behind Crates/ R Walls including ramming, dressing, consolidation etc

Carriage of material by Mechanical transport from nearest approved source to site of Work incld.cost of loading and unloading complete Sand avg.lead-10 kms