REPAIR AND MAINT TO COMPOUND WALL, FENCING AND GATE ETC AND OTHER CONNECTED B/R WORKS IN AREA OF HQ CIF (K) UNDER AGE (I) CIF (K).

Amount

Demolition of cement concrete reinforced in exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.

Reinforced cement concrete (Nominal mix) 1:2:4 type B-1 using 20mm graded crushed stone aggragte as inBeams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified as directed by the Engineer-in-Charge.

Formwork to sides of concrete for rough finished surface of concrete to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves, including sup-ports, overhanging etc, complete all as specified as directed by the Engineer-in-Charge.

Dismentaling expanded metal, ant thickness or mess, fixed with steel or wooden fillets if any not exc 4 kg complete all as specified as directed by the Engineer-in-Charge.

Preparation of old painted steel surfaces of any description, not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by the Engineer-in -Charge.

Preparation of old decorated plastered or unplastered wall surfaces including cleaning by brooming down or with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots etc. and applying one coat of cement base paint on wall, complete all as specified and as directed by the 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.

Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge.

Mild steel in flat, round bar 8 mm dia or square bars, in available lengths conforming to Fe-410-W (gde E-250) quality-A, complete all as specified as directed by the Engineer-in-Charge.

Frame work such as grills,gate and intricated design incl MS angle,MS channel,flat iron, rounded bars,MS plate etc with ends of bars shouldered and or riveted or forget in to spikes incl welding as directed and fixed with screws, bolt etc incl dismantling of existing gate/grill conformimg to Fe 290,Gde E-165 complete all as specified as directed by the Engineer-in-Charge.

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

Rendering 15mm thick on brick work or concrete surface in cement mortar 1:4, finishing surfaces fair and even, complete all as specified and directed by the Engineer-in-Charge.

Providing Precast cement concrete type B-0, 1:2:4 using 12.5mm graded crushed stone aggregate, as in louvers and jallies, 45mm thick (measured solid) including all mouldings, set in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge.

Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali-resistance primer paint, complete all as specified and directed by the Engineer-in-Charge.

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

Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out and removing surplus soil to a distance n.exc. 50m and making good surface in soft/ loose soil , complete all as specified and as directed by the Engineer-in-Charge.

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

Mild steel work as in hand rails, half round or other stock section or core for wooden hand-rail straight portion, 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-290 Gde E-165 , complete all as specified as directed by the Engineer-in-Charge.

TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or 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 as directed by the Engineer-in-Charge.

TMT steel bars 5mm dia and over, uo to and including 10 mm dia as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending spirally or 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 as directed by the Engineer-in-Charge.

Mild steel screw bolts (machine made) dia of neck 12mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exceeding 10 cm not exceeding 15cm long, complete all as specified as directed by the Engineer-in-Charge.

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 crossing with and provision of galvanised mild steel wire, staples or steel pins, etc., fixed in repairs, complete all as specified as directed by the Engineer-in-Charge. Note:- Each line wire to be measured seperately

Supply only chain link MS galvanised fencing, made out of 4mm dia galvanised iron wire of mesh 100mm x 100mm/ 50mm x 50mm in size, complete all as specified as directed by the Engineer-in-Charge.

Fixing only chain link fencing to RCC/mild steel Posts fixed with MS Flat iron and 3 Nos of 10mm dia. MS bars as line wire including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and as directed by the Engineer-in-Charge. Note :- MS Flats and round bars to be measured and paid separately under relevent items of this BOQ.

Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate,complete all as specified and as directed.

Note :- An amount of Rs. 53,758.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.

M/S RATHER STEEL WORKS (BID ID -3154465)

M/S MAHIR MUNEER (BID ID -3160096)

M/s FAYAZ AHMAD BHAT C/O ZAHOOR AHMAD DAR (BID ID -3159982)

JK BUILDERS AND ENGINEERS (BID ID -3158621)