PROVN OF PROVN OF INTERLOCKING TILES FOR ENTRANCE OF

Amount

Excavation in trenches in any type of soil, n.exc 1.50 M wide and n.exc 1.5 M deep for foundation, etc or for shafts, wells, manholes, taking out pipe & laying of pipe & getting out for diverting of CI pipe line etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out hard/dense soil . Complete all as specified and directed by Engineer-In-Charge.

Surface excavation n.exc 30 cm deep and averging 15cm deep and getting out in soft/loose soil. Complete all as specified and directed by Engineer-In-Charge.

M&L for plain cement concrete type D2, 1:4:8 (40 mm graded stone aggregate) in foundations filling and mass concrete. Complete all as specified and directed by Engineer-In-Charge.

M&L for 75mm thick cement concrete type C-2 ,1:3:6 ,40mm graded aggregate. Complete all as specified and directed by Engineer-In-Charge.

Returning filling in including spreading levelling, watering and well ramming in layers n.exc 25 cm. Complete all as specified and directed by Engineer-In-Charge.

Removing of excavated soil not exceeding 50 m and depositing where directed at a level n.exc 1.50 m above the starting point Complete all as specified and directed by Engineer-In-Charge.

M&L for providing cement concrete Type B-1, 1:2:4 (20 mm graded stone agg) as in copings plinth Courses, bond stones including use of form work. Complete all as specified and directed by Engineer-In-Charge.

M&L for hard core of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and ramm to true surface. Complete all as specified and directed by Engineer-In-Charge.

M&L for sand filling under interlocking tiles 25mm thick including watering and consolidating. Complete all as specified and directed by Engineer-In-Charge.

M&L for 60 mm thick machine pressed precast concrete interlocking paver block any shape, size, colour/pattern(as approved)with grey cement and pigment confirming to IS 15658-2006 of M-40 Grade. Complete all as specified and directed by Engineer-In-Charge.

M&L for precast cement concrete type B-1 (1:2:4) as in kerb stone set in CM (1:4) incl necessary moulds/form work etc. 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 25 cm watering and removing surplus soil to a distance not exc 50 mtr in hard/dense soil.

M&L for cement concrete type C-2 1:3:6 (40mm graded aggregate) as in foundation. Complete all as specified and directed by Engineer-In-Charge.

S&F 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.

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.

S&F Rolled mild steel in joist channel, angle(size 90 x 90 x 8 mm thick), or tee sections fixed independly, without connecting plates, etc (cut to ordinary length) of Fe 410w (Gde E250) gde A . Complete all as specified and directed by Engineer-In-Charge.

S&F Rolled mild steel in joist channel, angle(size 75 x 75 x 8 mm thick), or tee sections fixed independly, without connecting plates, etc (cut to ordinary length) of Fe 410w (Gde E250) gde A. Complete all as specified and directed by Engineer-In-Charge.

S&F 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 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 primer. 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 one coat of black bituminous paint of any surface of wood, steel, iron concrete, brick stone etc. Complete all as specified and directed by Engineer-In-Charge.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter.

Supply, laying and fixed 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.

S&F Tie bars with screwed ends, nuts, washer and mild steel plates for walls, chimeny, roofs, arches, etc king rods and straining bolts conforming to FE-290 Gde-E-165.

S&F Pre-painted galvanised aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws. 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 exc 6.0m mean radius built in CM 1:4 . Complete all as specified and directed by Engineer-In-Charge.

M&L for 15mm thick cement plaster in cement mortar 1:4 on brick/concrete/sonte work surface and finished even and smooth without using extra cement, Complete all as specified and directed by Engineer-In-Charge.

M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in surface channels, drains etc. Complete all as specified and directed by Engineer-In-Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stopped ends etc.

M&L for providing precast RCC (1:2:4) type B-I (using 20mm graded crushed stone aggregate) as in landings, cover slabs, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 including necessary formwork complete all as specified. Note: Reinforcement shall be measured and paid separately.

Supply and fixing in repairs endura linear leo surface and mounted LED tube light fitting 20W, four feet, extruded aluminium housintg provided for efficient heat dissipation with polycarbonate diffuser & integerated electronic driver. Complete all as specified and directed by Engineer-In-Charge. Make: Havells/Bajaj/ Philips/CG

Supply and fixing in repairs ceiling rose 3 terminal / PVC/ Polycarbonate, isolated body. Complete all as specified and directed by Engineer-In-Charge.

Supply and fixing in repairs LED Lamp 10 W. Make : Havells cat No. LHLDERUEML8X010 or eqvlnt in Philips / Bajaj/ Crompton.

Supply and fixing in repairs Lamp Holder,PVC/ Polycarbonate type with back plate suitable for batten fitting. Complete all as specified and directed by Engineer-In-Charge. Make : Anchor / Cona / Bajaj.

Supply and fixing in repairs ultra modern, energy saving, surface mounted, decorative oval bulk head edge-lit LED luminaire comprising of high brightness LEDs 10W LED. Make : Havells/ BAJAJ/PHILIPS/CG.

Supply and fixing in repairs switch socket combination 5 in 1 pin 5Amp, flush type. Complete all as specified and directed by Engineer-In-Charge.

Supply and fixing in repairs modular switch socket combination 16A, 6 pin, 3 module. Complete all as specified and directed by Engineer-In-Charge.

S&F in repairs 50mm dia bore, 3- layer PP-R Polypropylene random copolymer) pipes SDR 7.4 & SDR 11 UV stablised and antimicrobial fusion welded having thermal stability for hot & cold water supply will sustain - 250C, all PP-R plain & brass threaded polypropylene random fittings laid in trenches. Complete all as specified and directed by Engineer-In-Charge.

All as per sr item No. 37 above but 25 mm dia pipe.

All as per sr item No. 37 above but 20 mm dia pipe.

M&L for MS tubes, light grade, galvanised, 80 mm bore, laid in trenches or under floor or road for protection of PPR pipes in road crossing Complete all as specified and directed by Engineer-In-Charge.

M&L for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less etc. Complete all as specified and directed by Engineer-In-Charge.

S&F in repairs PPR Gate Valves (Brass Insert) of 50 mm bore of GI pipes. Complete all as specified and directed by Engineer-In-Charge.

All as per sr item no.42 above but 25 mm dia.

All as per sr item no.42 above but 20 mm dia.

Cutting existing GI water main 80 mm dia in position for inserting tee/specials for branch connection of 50 mm size including GI tee 80x80x50 mm. Complete all as specified and directed by Engineer-In-Charge.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for flooring, paving and roads etc Complete all as specified and directed by Engineer-In-Charge.

M&L for PCC 1:3:6 type C-2 conc bed using 40mm graded stone agg to drain pipe including packing under & haunching against the sides of pipe 100 mm dia ( internal) pipe after these are laid in trenches. Complete all as specified and directed by Engineer-In-Charge.

M&L for lagging on 20mm dia pipe all round with 40mm thick bonded mineral wool preformed ‘SNAP ON’ pipe sections of density 144 Kg/cum conforming to IS 9842 including provided with chicken mesh wire netting 25 gauge, 20mm mesh and 0.01mm aluminium foil etc. incld taking down old unsv. Complete all as specified and directed by Engineer-In-Charge.

All as per sr item no. 48 above but 25 mm dia pipe.

M/S ALI MOHAMMAD GASSI

m/s mohd rafiq lone