Upgradation / Face lifting and other allied works at Fish Museum / Aqsa centre Gagribal Srinagar.

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.

Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in :2 Channels, angles, tees and flats.

P/L stone soling (Hand packed) in trenches incl. ramming, dressing, watering etc. incl. all leads, lifts and carriage upto site of work complete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

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 specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo mechanically treated bars of grade. Fe-500D or more complete.

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to I:S: 2222 in Superstructure above plinth level upto floor five level in cement mortar 1:6 ( 1 cement : 6 coarse sand ) and curing complete in: Above plinth level and upto floor V level.