REPAIR TO FOOTPATH, DRAINS, CULVERTS, FENCES WALL ETC AT AIR FORCE STATION SRINAGAR

Amount

Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

Demolition of Cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.

Dismantling fencing wire mesh, any type Complete all as specified and as directed by the Engineer-in-Charge.

Dismantiling -posts or struts (wood, steel RCC) any section, including taking out embedded portion and making good disturbed ground (Posts embedded in, concrete, brick work, masonry, etc)complete all as specified and directed by Engineer-in-Charge.

Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge

Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in soft/loose soil, complete all as specified and directed by Engineer-in-Charge

Taking down cement or cement lime plaster, any description on brick/stone wall etc, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate 100mm thick, as in sub base for floors, complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in surface channels and drains complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Machine pressed rubber moulded precast concrete interlocking paver blocks any shape and size of any pattern conforming to IS 15658-2006 of 80 mm thick M-40 Grade, with grey cement and pigment over and including 25mm thick sand layer , complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Glossy finished machine pressed rubber moulded chequred tiles of any pattern/design of size 300mm x 300mm x 25mm thick laid over cement screed bed of 15mm thick in cement mortar 1:6 in floors paths etc, complete all as specified and directed by Engineer-in-charge.

Material and Labour for Plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in copings, bed plates and the like including slightly rounded or chamfered including necessary form work complete all as specified and directed by Engineer-in-Charge.

Material and Labour for providing precast cement concrete type B-0 1:2:4 (12.5mm Graded stone aggregate) louvres and jallis, 25mm thick (Measured solid) set in cement mortar 1:4 including all mouldings but excluding frame all as specified and dirtected by Engineer-in-Charge.

Dismantling precast cement concrete louvres and jallis of any description and any position complete all as specified and directed by Engineer-in-Charge.

Supply and Fixing Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails strainging bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc. (each line wire to be measured ) as in repairs complete all as specified and directed by Engineer-in-Charge.

Restraining and resecuring,existing fencing of any description including making good staples etc. as in galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured complete all as specified and as directed by the Engineer-in-Charge

Supply and Fixing in repair Chain link fencing,cold dip with 3.15 mm dia wire and 50 x 50 mm aperture including line wires of dia 3.15mm at three levels and tied to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed by Engineer-in-Charge.

Dismantiling wrought iron or mild steel work of any description not otherwise provided for,complete all as specified and directed by Engineer-in-Charge.

Material and Labour for hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and as directed by the Engineer-in-Charge

Supply and Fixing in repairs, GI stay wire of size 7/4.00mm conforming to IS 2141:1979 of latest version having tensile strength 45-55 kg/Sq mm and with minimum breaking load of individual strand 565 kg. including fixing of brackets and tying arragement in between blast wall and blast pens, complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Brick work with subclass 'B' bricks, strainght or curved in plan exceeding 6 mtr mean radius built in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Brick work with subclass 'B' bricks, strainght or curved in plan exceeding 6mtr mean radius built in cement mortar 1:4 but except bricks complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Walling of random rubble uncoursed well bonded bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Walling of random rubble uncoursed well bonded bedded and solidly hearted built in cement mortar 1:4 but except stone complete all as specified and directed by Engineer-in-Charge.

Material and Labour for flush pointing to random rubble masonry uncoursed or brought upto courses, in Cement mortar 1.4 complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Rendering 15mm thick on fair faces of brick work or concrete surface in cement mortor 1:4 including finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.

Material and Labour for Preparation of new srufaces of steel and iron surfaces of any description, over 10 cm width of girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

Material and Labour for TMT bars 10 mm dia and above cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Material and Labour for TMT bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Material and Labour for formwork to soffit of suspende slabs such as roof slabs, floor slabs, landing and similar works not exc 200mm thick complete all as specified and as directed by the Engineer-in-Charge

Material and Labour for Reinforced cement concrete (Nominal Mix) Type B1 1:2:4 (Using 20mm Graded stone aggregate) as in slabs supported on walls, beams and columns in floors roofs, landings, balconey, canopies, parapes, copings, shelves etc complete all as specified and as directed by the Engineer-in-Charge

Cleaning of underground sewage pipe (Cleaning length n.exc 30m from manhole to manhole or from manhole to septic tank) including taking off manhole cover and cleaning of manholes of any size and depth and removing waste material/sludge to a distance n. exc 300m and burring the same in pits and replacing manhole cover in position after cleaning complete all as specified and directed by Engineer-in-Charge for the following size of pipes:

100mm bore

150mm bore

200mm bore

Cleaning of blocked WC seat of pedestal/squatt pattern upto 1st manhole and making the drain pipe of any size full functional by flushing with water to entire satisfaction of Engineer-in-Charge/user including cleaning of 1st manhole and removing the waste material/sludge etc to a distance n. exc 300m and burring the same in pits complete all as specified and directed by Engineer-in-Charge

Cleaning of blocked trap of kitchen, bath room, urinal etc upto 1st manhole including cleaning of gully traps and removing the waste material/sludge etc to a distance n. exc 300m and burring the same in pits complete all as specified and directed by Engineer-in-Charge

Dewatering of septic tank/soakage well of any depth by pumping after plugging of incoming sewage lines and throwing water into non residential area or in drain / nallah complete all as specified and directed by Engineer-in-Charge

Cleaning of Man holes, septic tanks & soakage well of any depth including inlet and outlet chamber and removing sludge, silt, residue both organic and in-organic nature including any other type of waste material after plugging of incoming sewage line and removing waste material/sludge etc to a distance n.exc 300m and burrying in a pit complete all as specified and directed by Engineer-in-Charge

M/S Abdul Ahad Rather

M/S RATHER CONSTRUCTION CO

MIR AND CO

M/S FAROOQ AND SONS

M/S Haji Zahoor Hussain Ganai

M/S IEE BEE CONSTRUCTIONS

M/S A.R.TANTARY

M/S maqsood enterprises

M/S Wani and Sons

M/S GULZAR ENTERPRISES

M/S Thakur & Sons

NAJAR ENTERPRISES