REPAIR TO WALL FENCING, GATE, DRAIN AND OTHER MISC B/R WORK AT HAWS UNDER GE 969 EWS.

Amount

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

Dismantling expanded metal, any thickness or mesh,weight per sqm n exc 4 Kg fixed with steel or wood fillets if any. Complete all as specified and directed by Engineer-In-Charge.

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

Excavation in post holes each not exc 0.5 cum getting out return, filling in and ramming each or broken rubble mixed with earth around in layers not exc 25cm watering and removing surplus soil to a distance not exc 50 mtr in hard/dense soil. Complete all as specified and directed by Engineer-In-Charge.

M&L for cement concrete in foundations type D-2, 1:4:8 (40mm graded aggregate)as in filling and mass concrete. Complete all as specified and directed by Engineer-In-Charge.

M&L for reinforced cement concrete (Nominal mix) in concrete type B1 1:2:4 (20mm graded aggregate) in foundations, including rafts, footings, foundation beams; bases for column etc basement slabs, under reamed and mass concrete. Complete all as specified and directed by Engineer-In-Charge.

M&L for TMT bars 10mm dia and over, 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.

S&F rolled mild steel in joist channel, angle(size 55x55 x 6 mm thick), or tee sections fixed independly, without connecting plates, etc (cut to ordinary length) of Fe 410w (Gde E250) gde A supplied and fixed complete. Complete all as specified and directed by Engineer-In-Charge.

All as item No 8 above but errection and fixing only. Complete all as specified and directed by Engineer-In-Charge.

M&L for rough finished flat form work to sides of concrete foundations, rafts etc Complete all as specified and directed by Engineer-In-Charge.

S&F in repairs galvanished 2 strand steel barbed wire 2.24 mm dia barbed wire with 2 mm dia barbs at 75mm spacing and straning bolts including, securing or typing at crossings with and provision of galvanished mild steel wire, staples or steel pins etc as specified. Complete all as specified and directed by Engineer-In-Charge.

Supply only chain link MS galvanized fencing 50(4") mesh 3.15 gauge. Complete all as specified and directed by Engineer-In-Charge.

Fixing only chain link MS Galvanized fencing 50(4") mesh 3.15 gauge including line wires, any mesh size and type to any type of standards, rails, straining bolts, etc including provision of binding wire. Complete all as specified and directed by Engineer-In-Charge.

Fixing only in repairs of chain link MS Galvanized fencing 50(4") mesh 3.15 gauge. Complete all as specified and directed by Engineer-In-Charge.

M&L for preparation of new surfaces of steel and iron surface of any description, not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide. Complete all as specified and directed by Engineer-In-Charge.

M&L for preparation of old painted surfaces of steel and iron surface of any description, not otherwise described over 10 cm width or girth and applying one coats of synthetic enamel paint, Complete all as specified and directed by Engineer-In-Charge.

M&L for applying one coat of black bituminous paint on embeded steel post portion including preparation of new surfaces. Complete all as specified and directed by Engineer-In-Charge.

S&F of rolled sections of angle(size 55x55 x 6 mm thick ) as in framing for clading, glazing and the like fixed with angle cleats and connecting plates etc of Fe 410w (Gde E250) gde A supplied and fixed in repairs complete. Complete all as specified and directed by Engineer-In-Charge.

Restraining, resecuring including making good staples for galvanished 2 strand steel barbed wire 2.24 mm dia barbed wire with 2 mm dia barbs at 75mm spacing and straning bolts including, securing or typing at crossings with and provision of galvanished mild steel wire, staples or steel pins etc. Complete all as specified and directed by Engineer-In-Charge.

M&L for running welding in repairs, thickness of metal to be welded n exc 6mm thick. Complete all as specified and directed by Engineer-In-Charge.

M&L for running welding in repairs, thickness of metal to be welded exc 6mm n exc 9mm. Complete all as specified and directed by Engineer-In-Charge.

Demolition of brick work( portion ordered to be dismantled) built in cement mortar. Complete all as specified and directed by Engineer-In-Charge.

Demolition of cement concrete (un reinforced) in ground floors and pavings not exc 15 cm thickness. Complete all as specified and directed by Engineer-In-Charge.

Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water. Complete all as specified and directed by Engineer-In-Charge.

M&L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6. Complete all as specified and directed by Engineer-In-Charge.

M&L for providing plain cement concrete, Type B1 1;2:4 (20 mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed( 40 mm thick). Complete all as specified and directed by Engineer-In-Charge.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement. Complete all as specified and directed by Engineer-In-Charge.

Supply, laying and fixed in repairs of galvanized punched tape concertina coil (coil dia 1000mm at closed position) complete having galvanised spring steel core wire 2.50mm dia cold drawn steel galvanised punched tape of low carbon steel having series of sharp barbs uniformily punched along its length 550 Nos of barbs on pheriphery per revelution, crimped on steel spring core wire galvanised clips, GI steel wire handles hooked to coil for handling MS square bars spike hooked with coil having pointed face for anchorage closed of weight 11kg each coil including spreading of each coil min 10mtr length adequately tied to GI barbared wire fencing with GI wire of not less than 16 gauge at every 1000mm spacing tying of handles of succeding coil with preceding coil with GI wire not less than 16 Gauge, laying over 'Y' neck of angle iron posts. Complete all as specified and directed by Engineer-In-Charge.

M/S G M DAR AND SONS

M/S GHULAM NABI LONE AND BROS