Construction of Temporary Store Shed at Kiru site Kishtwar

Amount

Earth work in excavation by manual means 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:

All Kinds of soil: 1 meter from cutting edge

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All Kinds of soil:

Dumping stone excluding cost of stones. In Horizontal on level

Random Rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 Coarse Sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement: 6 Coarse Sand) Quarry

Dry random rubble masonry with hard stone in foundation and plinth: with bond stone

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)

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)

Cement concrete flooring 1:2:4 (1 Cement: 2 Coarse Sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20 mm nominal size stone aggregate.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2

Painting on G.S sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New Work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.

CEMENT PLASTER (IN FINE SAND) 12 mm Cement plaster of mix: 1:6 (1 Cement: 6 fine sand)

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws 35 mm thick

Providing and fixing ISI marked oxidized M.S. handles conforming to IS: 4992 with necessary screws etc. complete : 125 mm

Providing and fixing ISI marked oxidized M.S. sliding door bolts and screws etc. complete : 300x16 mm

Abdul Rashid Lone

RAJAB LONE

MUSHTAQ AHMED RATHER

Surjeet Kumar Kotwal

Ravi Kumar Shan