Raising and repair of boundary wall around CISF Barracks at residential complex at Sarthali, Tehsil-Bani at Sewa-II Power Station, District-Kathua, JK (CW-376).

Amount

Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.

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

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead: In cement mortar.

Structural steel work welded 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.

Centring and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts.

Reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20 mm nominal size).

Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) + Extra for brick work in superstructure above plinth level upto Floor V level. (By manual means).

Random Rubble masonry with hard stone from quarry 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 with cement mortar 1:6 (1 Cement : 6 coarse sand).

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

20 mm Cement plaster of mix 1:6 (1 cement : 6 fine sand).

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.

Finishing walls with water proofing cement paint of required shade. New work (two or more coats) applied @ 3.84 kg/10 sqm.

1.2 m high fencing with 1.8 m angle iron 40x40x6 mm posts placed every 3m centre to centre embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with 9 horizontal lines and two diagonals inter woven with horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between two posts fitted and fixing with G. I. staples, turn buckles etc. complete, (Cost of posts, struts, earth work and concrete to be paid for separately): With G. I. barbed wire.

Providing corrugated G. S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and 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. 1.00 mm thick with zinc coating not less than 27.5 gm/m2

Providing and fixing concertina coil fencing with required dia. 610 mm (having 15 nos. round per 6 metre length) upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with G. I. staples and G. I. clips to retain horizontal including necessary bolts or G. I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.) I Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/sq. mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of M.S. angle, C.C. blocks shall be paid' separately).

Darshan Sinhh

Qundan Singh Govt Contractor