Construction of 01 Semi Permanent Barrack

Laying and Jointing PVC Pipe. Heading

Earth work in excavation by mechanical means Hydraulic excavator/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement: 5 coarse sand (zone III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

1:3:6 (1 Cement : 3 coarse sand (zone III) derived from natural sources : 06 graded stone aggregate 40 mm nominal size derived from natural sources) with 30% stone boulders.

Providing and filling stone boulders in trenches for all leads & lifts, all complete as per direction of Engineer-in-charge.

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Brick work with common burnt clay FPS (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Kiln seasoned and chemically treated hollock wood.

Providing and fixing ISI marked flush door shutters conforming to IS: 2022 (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: 35 mm thick including ISI marked stainless steel butt hinges with necessary screws.

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked MS pressed butt hinges bright finished of required size with necessary screws. Kiln seasoned and chemically treated hollock wood 30 mm thick.

Providing and fixing ISI marked oxidised MS tower bolt black finish, (Barrel Type) with necessary screws etc. complete 100X10 mm.

Providing and fixing ISI marked oxidised MS tower bolt black finish, (Barrel type) with necessary screws etc. complete: 100X10 mm.

Providing and fixing ISI marked oxidised MS handles conforming to IS:4992 with necessary screws etc. complete: 100 mm.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approval steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes

Providing corrugated GS sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and GI limpet washers or with GI limpet washer filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets compete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

Providing ridges or hips of width 60 cm overall width plain GS sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia GI limpet and bitumen washers complete. 063 mm thick with zinc coating not less than 2275 gm/m2.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 150 landings, balconies, shelves, chhajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1:5:3 (1 cement : 1.5 coarse sand (zone III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Cement concrete flooring 1:2:3 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate.

Distempering with oil bound washable distemper of approved barad and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer.

Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing and fixing complete electrical fittings as per direction of engineer-in-charge.