PROVN OF FENCING AT BRAVO SITE OF 2209 SQN AT AF STN SURATGARH

Amount

BOQ (PROVN OF FENCING AT BRAVO SITE OF 2209 SQN AT AF STN SURATGARH.)

Excavation in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering and removing surplus soil to a distance not exceeding 50 mtr and making good surfaces in soft disintegrated rock, complete all as specified and directed.

M&L for PCC 1:2:4, type B-2 using 40mm graded stone aggregate as in foundation and mass concrete, complete all as specified and directed by Engineer-in-charge.

Fixing only chain link fencing including line wires any mesh, size and type to any type of standards, rail straining bolts, etc including provision of binding wire, complete all as specified and directed.

Supply only chain link MS glavanised fencing of type No - 11 size of mesh is 40mmx40mm and thickness of wire should be 3mm, complete all as specified and directed.

Supply and fixing only MS 10mm dia round bars as line wire for chain link fencing complete all as shown on drg and as directed, complete all as specified and directed. Note- Weight of chain link fencing shall be assessed by BOO

S&F for MS work for posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing chain link etc) including all necessary drilling, bolting or riveting etc confirming to Fe-290 Gde E-165 all as specified and shown on drgs, complete all as specified and directed.

Supply only MS screw bolts (machine made) length of bolt exc 5cm but not exc 10cm 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, dia of shank 5mm to 10mm, complete all as specified and directed.

M&L for preparation of new steel and iron surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer of any descripltion, exc 10cm in width or girth, complete all as specified and directed.

M&L for preparation of new steel and iron surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer after of any descripltion, not exc 10cm in width or girth, complete all as specified and directed.

S&F for 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 strain- ing 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 directed by Engr in charge.

Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed by Engineer-in-charge.

M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation/ filling/ mass concrete, complete all as specified and directed.

M&L for reinforced cement concrete 1:2:4 type B1 using 20m crushed stone coarse aggregate (nominal mix) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete, complete all as specified and directed by Engr in charge.

Use and waste of formwork to sides of columns, complete all as specified and directed by Engineer-in-charge.

M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, foundation bolt, wiremesh, steel plates, braces etc complete, drilled for fixing of steel sheeting or other covering door, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails & guides) and hanging also fastening, complete all as specified and directed by Engineer-in-charge.

M&L for mild steel plates Fe 410-W (Gde-E 250) qua lity-A, plain or chequered, 5mm thick or over in thickness in available size, complete all as specified and directed.

Surface excavation not exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, complete all as specified and directed.

Removing excavated material not exc 50m and depositing where as directed complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm thick, complete all as specified and directed.

M&L hard core with broken stone or boulders of gauge 63mm but not exc 100mm, deposited spread and levelled in layers notexc 15cm thick water and rammed true surface, complete all as specified and directed.

M&L for 150mm thick PCC 1:4:8 type D-2, using 40mm graded stone aggregate as in sub base of flooring/hard standing path, complete all as specified and directed.

M&L for PCC M-25 (Design mix) by using 40mm graded crushed stone aggregate of thick 300mm. Laying in in different pannels forming 12mm thick expansion joints and filled with pre-formed bituminius filler and top 30mm primed and sealed with sealing compound Grade 'a' as in flooring, complete all as specified and directed by Engr In charge.

Forming 12mm thick expansion joints in 200mm thick concrete slab filled with pre-formed bituminius filler and top 30mm primed and sealed with sealing compound Grade 'a', complete all as specified and directed.

M&L for PCC 1:2:4 type B1 (20mm graded aggregate) providing, cement concrete in kerbs of mud stops, rounded or chamfered on edges, complete all as specified and directed.

M&L for brick works with sub class B bricks straight or curved on plan mean radius built in CM 1:6, complete all as specified and directed.

S&F for rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR part-I, 500 ltr capacity including, 25mm dia ball brass valves, high pressure, with polyethylene float and fly nut complete, screwed for iron pipe or brass ferrule and fixed, complete all as specified and directed.

S&F for medium grade GI tubing 15mm bore with all fittings , to walls, ceiling or laid in floors etc, complete all as specified and directed.

All as per ser item No 27.00 here in before but 25mm bore pipe, complete all as specified and directed.

S&F in repairs gun metal globe or gate valves with iron wheel head screwed both end for iron pipe to 15mm bore pipe, complete all as specified and directed.

S&F in repairs gun metal globe or gate valves with iron wheel head screwed both end for iron pipe to 25mm bore pipe, complete all as specified and directed.

S&F in repairs bib taps cast cipper alloy chromoum plated fancy type with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and directed.

M&L for rendering 15mm thick on brick masonry surfaces or surface other than fair face of brickwork in CM (1:4) as in external surfaces of wall, complete all as specified and directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of distemper oil emulsion camouflage paint of any description over and including one coat of primer, complete all as specified and directed by Engineer-in- Charge.

M&L for PCC 1:2:4 type B2 by using 40mm graded cushed stone aggregate in surface channels and drains etc, complete all as specified and directed.

M&L for half brick works with sub class B bricks straight or curved on plan mean in any radius built in CM 1:4, complete all as specified and directed.

S&F for mild steel TMT reinforcement bars 10mm dia and over cut to length and bent to shape required including cranking, bending spirally for hooping for footing beam, columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia as in reinforcement, complete all as specified and directed.

All as per ser item No 36.00here in before but 8mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and directed.

Contract Amount shall be derived after deducting the amount of Schedule of Credit in General Summary on serial page No 17 of tender documents.

Gill Construction Co (BID ID -3141454)

M/s JUGAL KISHORE MISHRA AND SONS (BID ID -3141398)

SRI SAI CONSTRUCTION COMPANY (BID ID -3140690)

SHREE GURU NANAK CONSTRUCTION COMPANY (BID ID -3141043)

M/S Shree Ram Enterprises (BID ID -3141146)

J AND K CONSTRUCTION CO (BID ID -3147504)

M/s Shubham Enterprises (BID ID -3141434)