969/WS- /2019-20 PROVN OF TOILET FOR TPS VEH WASHING POINT AND COVERED FOR ORS BATHING ,FIRE POINT,VOLLEY BALL COURT BASKET BALL GROUNG AND SPL REPAIR TO DRAIN,SEWAGE LINE MANHOLE CHAMBER,SEPTIC TANK SOAKAGE WELL AND OTHER CONNECTED ITEMS AT

Amount

Demolition of brick/stone work built in cement mortar including all quoins, arches, pillars etc. Complete all as specified and directed by the Engineer-in-Charge.

Demolition of cement concrete (un-reinforced) in ground floor and paving not exceeding 15 cm thick (below or above ground level) Complete all as specified and directed by the 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 directed by the Engineer-in-Charge.

Taking down cement plaster on brick or concrete wall surface including racking out joints, hacking for key, scrubbing down with water etc Complete all as specified and directed by the Engineer-in-Charge.

Surface dressing n.exc 15 cm deep in soft/loose soil. Complete all as specified and directed by Engineer in charge.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil. Complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10 sq m on plan aqnd n exc 1.5m in depth and getting out in soft/loose soil. Complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shafts, laying of cable etc n exc 10 sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil

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

Removing excavated soil at a distance to exceeding 50m/filling in the gap of ramp, at a level n.exc 1.5 M above from starting point. Complete all as specified and directed by the Engineer-in-Charge.

M&L for PCC 1:3:6 ( usiing 40mm graded agg) type C-2 as in foundation filling or mass concrete. Complete all as specified and directed by the Engineer-in-Charge.

M&L for PCC 1:4:8 type D-2 (40mm graded agg) is in foundation filling and mass concrete. Complete all as specified and directed by the Engineer-in-Charge.

M&L for Stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in CM 1:6, Complete all as specified and directed by the Engineer-in-Charge.

M&L for Stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in CM 1:4,Complete all as specified and directed by the Engineer-in-Charge.

All as per item No-15, above but except stone.

M&L for extra stone walling for hammer dressing to faces stones of random rubble walling uncoarsed 40mm lime of sand stone.

Extra over stone walling for hammer dressing to face stones and dressing of face stones and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm, Granite or trap stone Complete all as specified and directed by the Engineer-in-Charge.

M&L for brickwork with subclass "B" bricks straight or curved on plan exc. 6m mean radius in cement mortar (1:4) Complete all as specified and directed by the Engineer-in-Charge.

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

M&L for brickwork with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4, Complete all as specified and directed by the Engineer-in-Charge.

M&L for rendering 10mm thick in CM 1:4 on fair faces of brick work or concrete surface and finished even and smooth (without using extra cement)

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

Material and labour for 15 mm thick rendering in cement mortar (1:6), finished even and smooth without using extra cement to fair face of brick wall / concrete wall surface,

M&L for preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of primer on surfaces of wall Complete all as specified and directed by the Engineer-in-Charge.

M&L for preparing new surfaces plastered of walls and applying three coats of white wash Complete all as specified and directed by the Engineer-in-Charge.

M&L for preparing new surfaces plastered or unplastered on Ceiling and applying three coats of white wash Complete all as specified and directed by the Engineer-in-Charge.

M & L for RCC 1:2:4 (nominal mix) type B-1 (using 20 mm graded crushed stone aggregate) as in cover slabs and the like including providing necessary form work etc Complete all as specified and directed by the Engineer-in-Charge.

M&L for RCC 1:2:4 (nominal mix) Type B1 using 20 mm graded stone aggregates as in slabs supported on walls, beams & columns in doors, floor landings, balconies shelves and the like.Complete all as specified and directed by the Engineer-in-Charge.

Form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for rough finished surface of concrete

Formwork to rough finished surfaces of concrete for flat to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floor and beams etc

M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending, binding spirally hooping for columns, hooking ends, binding with with mild steel wire (annealed) not less than 0.9mm dia of securing Complete all as specified and directed by the Engineer-in-Charge.

M&L for mild steel bars TMT bars, 6 to 8mm 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

M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders Complete all as specified and directed by the Engineer-in-Charge.

M&L for non skid ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match and screed bed or bedding layer of mortar 15mm thick 1:6 for laying floor finishes

M&L for glazed ceramic tiles coloured tiles in vertical surfaces 450x350x7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match and including 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4

M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregates as in copings, bed plates kerbs etc and the like including weathering slightly rounded or chamfered angles and throating as directed.

M&L for damp proof course 40mm thick in cement concrete 1:2:4, type B-0 to horizontal or vertical surfaces including necessary formwork, Complete all as specified and directed by the Engineer-in-Charge.

M&L for 50mm thick cement concrete type B-1, 1:2:4(20mm graded aggregate) as in sub floors, sub bases, floor and paving etc, finished even surface without using extra cement.Complete all as specified and directed by the Engineer-in-Charge.

M&L for 50 mm thick PCC (1:3:6) type C-1 using 20 mm graded stone aggregate laid in alternative bays as in plinth protection including finishing the surface even & fair & filling the joints with mastic filling i.e one part of bitumen 85/25 and 3 parts of sand by weight Complete all as specified and directed by the Engineer-in-Charge.

M&L for 75 mm thick PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in plinth protection, finished even and smooth without using extra cement Complete all as specified and directed by the Engineer-in-Charge.

M/L for 150mm thick cement concrete type C2 1:3:6 using 40mm graded aggregate as in basket ball ground. Complete all as specified and directed by the Engineer-in-Charge.

M&L for 75mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate as in sub floors, sub bases, floor and paving etc Complete all as specified and directed by the Engineer-in-Charge.

M&L for pre painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of green colour having tensile strengh of 550 Mpa as in roof covering/cladding to wall, fixed with J type or cranked hook bolts in lieu of self tapping screws Complete all as specified and directed by the Engineer-in-Charge.

M&L for pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of green colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with J type or cranked hook bolts in lieu of self tapping screws as specified

M&L for plain, galvanised, mild steel sheeting 1.00mm thick of green colour, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 to be welded

S&F Galvanised, corrugated mild steel sheeting 0.63 mm thick with two corrugation side lap fixed with L-type or J-type or cranked hook bolts in lieu of screws and washers in roofs, walls etc with grade of zink coating 275 complete all as specified and directed

0.80 mm thick plain, galvanised, mild steel sheeting with minimum 120 grams/sqm of zinc coating in ridges, hips, valley gutters, drip, and straight flashings, fixed with 'L' type or 'J' type or cranked hook bolts etc including bitumen washer complete all as specified and as directed.

S&F for rolled mild steel in roof trusses (framed), trussed, purlins, crane gantries rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc of Fe 410 W (Gde E-250) quality A

Supply and fixing MS in tubular post/ truss incl running rails special shaped washer roller hooked complete using ERW or induction but welded tubes conform to IS 1161-1979 grade SI 240 incl 1 shop coat of zinc chrome primer paint over steel surfaces before fixing in position.

S&F rolled sections (rectangular hollow section) as in main and cross beams, hip and jack rafters, pulins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates of Fe 410 W (Gde E-250 quality 'B')

S&F for rolled mild steel in plates (plain or chequred) channels, square or cut or notched (ordinary or counter sunk) forming of Fe 410W (Gde E-250 quality A)

M&L for rolled sections as in framing for cladding, frame work for staging, glazing and the like fixed with angle cleats and connecting plates, etc complete all as specified and directed

S&F in repair framed work such as grills, gratings etc with ends of bars shouldered and / or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railing and similar works, as directed by the Engr-in-Charge.

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

M&L for two coats of black Japan paint over a coat of red oxide primer including preparation of steel surface over 10 cms width or girth, Complete all as specified and directed by the Engineer-in-Charge.

S&F vitreous china wash basin coloured flat back size 550 X 400 mm excluding tap, chain, plug but including brackets and cutting for providing ends of brackets including bottle trap of 32 mm dia, waste coupling , waste pipe, fixed in repair complete all as specified.

S&F vitreous China squatting pan 'orissa' pattern 580x440mm white, with integral foot rest (excluding flushing cistern and flush pipe).Complete all as specified and directed by the Engineer-in-Charge.

S&F low level flushing cistern capacity 10 PVC valveless, syphonic action type , white, with inlet, ball valve, float and handle including brackets including flush pipe of polyethylene of low or high density of PVC, 32 mm dia Complete all as specified and directed by the Engineer-in-Charge.

S&F for PVC (SWR) pipes single socketed in any length with rubber ring joint laid in trenches or in floors for 75mm bore of pipe Complete all as specified and directed by the Engineer-in-Charge.

S&F for PVC (SWR) pipes single socketed in any length with rubber ring joint laid in trenches or in floors for 110mm bore of pipe

S&F for PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls for 75mm bore of pipe

S&F for PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls for 110mm bore of pipe

S&F for PVC (SWR) branch piece equal or unequal, plain including jointing with solvent cement 75mm bore Complete all as specified and directed by the Engineer-in-Charge.

S&F for PVC (SWR) branch piece equal or unequal, plain including jointing with solvent cement 110mm bore Complete all as specified and directed by the Engineer-in-Charge.

S&F for PVC (SWR) vent cowl, plain including jointing with solvent cement 75mm bore complete all as specified

S&F for PVC (SWR) floor bend, plain including jointing with solvent cement 75mm bore complete all as specified

S&F for PVC (SWR) floor bend, plain including jointing with solvent cement 110mm bore complete all as specified

S&F for PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75mm bore Complete all as specified and directed by the Engineer-in-Charge.

S&F tubular towel rail aluminium anodised 20mm dia D-type 60 cm long between flanges, including brackets and fixed to walls, complete

S&F 15mm dia pillar taps, CP fancy type pillar taps, cast copper alloy, with capstan heads, screwed down high pressure, with or without letterede 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed

S&F 15 mm CP Brass fancy type bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed for complete all as specified and directed by Engr-in-Charge

S&F 15mm CP brass fancy type stop valves cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed by Engr-in-Charge

S&F 20mm dia for ball valve high pressure of PTMT with epoxy coated Aluminium rod and high density plastic ball screwed for iron pipe and fixed (Min weight 15mm-142gms/2.0mm-210gms/25mm-455gms/40mm-690gms) complete all as specified and directed by Engr-in-Charge

S&F steel water tubing medium grade, galvanised, including short length, fixed to wall/concealed in wall/ceiling or laid in floor complete with all fittings such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc of 15mm bore complete all as specified and directed by Engr-in-Charge

S&F steel water tubing medium grade, galvanised, including short length, fixed to wall/concealed in wall/ceiling or laid in floor complete with all fittings such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc of 20mm bore complete all as specified and directed by Engr-in-Charge

S&F rotational moulded polyethylene water storage tanks triple layers of 1000 litres capacity (cylindrical vertical tanks with closed top) hoisted and fixed in position including making necessary arrangements for fixing inlet, oulet and over flow pipe and provision of wash out pipe etc

S & F 75 mm bore cast iron Soil, waste and vent pipes single socketed in any length with rubber ring joints and fixed to wall.

S & F 100 mm bore cast iron Soil, waste and vent pipes single socketed in any length with rubber ring joints laid in floors or trenches.

S & F 75 mm bore cast iron bends of any radius.Complete all as specified and directed by the Engineer-in-Charge.

S & F 100 mm bore cast iron bends of any radius. Complete all as specified and directed by the Engineer-in-Charge.

S & F cast iron floor trap of 75 mm outlet plain with grating including jointing to waste pipe and fixed with solvent cement,cement concrete 1:2:4 type B1. Complete all as specified and directed by the Engineer-in-Charge.

S & F second class soft wood plain, solid, straight chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue pinned at joints.

S & F 30 mm thick first class soft wood plain, framed, panelled shutters (any number of panels), with panels of veneered particle board or plywood or bison board.

M&L for preparation of new or previously untreated wooden surfaces of any description, not otherwise described, over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of pink primer.

S&F Solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted in openings as per specification and drawing shown in SSR Part-II, Complete all as specified and directed by the Engineer-in-Charge.

S&F factory made solid PVC moulded door shutter 28 to 30mm thick (style) with raised panel with 2mm thick moulded PVC sheet on the front face & 2mm plain colour PVC sheet on back face supplying and fixing in the frame at site Complete all as specified and directed by the Engineer-in-Charge.

S&F steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars dovetailed or welded,Complete all as specified and directed by the Engineer-in-Charge.

S&F 3mm thick sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane Complete all as specified and directed by the Engineer-in-Charge.

S&F mild steel cold rolled butt hinges medium weight 100mm long Complete all as specified and directed by the Engineer-in-Charge.

S&F aluminium anodised barrel tower bolts of extruded section with 150mm long bolt Complete all as specified and directed by the Engineer-in-Charge.

S&F extruded Aluminium handles alloy handles, fabricated type, anodised, 100mm Complete all as specified and directed by the Engineer-in-Charge.

S&F alluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy and fixed, 250mm long

S&F vitreous china urinal, half stall type, white (excluding flushing cistern, flush pipe and waste pipe) Complete all as specified and directed by the Engineer-in-Charge.

M&L for Hardcore of broken stone or boulders of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface

M&L for aggregate for loosefilling, broken stones/boulders to gauge exc 63mm and n exc 100mm spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface Complete all as specified and directed by the Engineer-in-Charge.

M&L for concrete bed to drain pipes in cement concrete 1:3:6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested for 150mm dia

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 the Engineer-in-Charge.

Extra for forming fair faces (finished) drain of channel 30cm inner girth in cement concrete using extra cement including forms moulds mitered stopped end etc Complete all as specified and directed by the Engineer-in-Charge.

M&L Construction of septic tank 10 users: Excavation in any type of soil Fdn in PCC 1:2:4 brick work in CM 1:4, RCC cover slab in (1:1.5:3) type A-1 (20mm graded crushed stone aggregate) slab including precast manhole cover having 6mm plate embedded all around with angle iron frame vent shaft and sludge chamber etc ,complete all as specified and as directed and all as shown on drg No CESZ/TD -01/2015 sheet 1/3 to3/3.

M&L Construction soakage well incl excavation in any type of soil,Foundation in PCC 1:3:6, wells of stone Honey combed solid masonry in CM 1:4, including intercepting chamber,screen chamber,RCC cover slab in (1:1.5:3) type A-1 (20mm graded crushed stone aggregate)/RR masonry/Filling with brick bats of size 1.80 mtr dia and 4.50 mtr deep, complete all as shown on drawing No: CESZ/TD -01/2015 sheet 1/3 to3/3.

Demolition and breaking up 100 mm bore drain pipes (Salt glazed ware, AC or reinforced concrete, set in cement mortar including bed concrete Complete all as specified and directed by the Engineer-in-Charge.

Demolition and breaking up 150 mm bore drain pipes (Salt glazed ware, AC or reinforced concrete, set in cement mortar including bed concrete Complete all as specified and directed by the Engineer-in-Charge.

M&L for 100 mm bore grade “A” salt-glazed stoneware drain pipes laid in trenches, jointed in cement mortar (1:1) and tested all as specified and as directed by the Engineer-in-Charge.

Material and labour for 150 mm bore grade “A” salt-glazed stoneware drain pipes laid in trenches, jointed in cement mortar (1:1) and tested all as specified and as directed by the Engineer-in-Charge.

Material and labour for concrete bed to 100mm bore drain pipes including packing under and hunching against the sides of pipes in cement concrete (1:3:6) type C-2 (using 40 mm graded aggregate) after they are laid and tested all as specified and directed by the Engineer-in-Charge.

M/L for forming 12mm thick expansion joint filled with premixed bituminous filler and top 30mm primed and sealed with cealing compound grade 'A' thickness of concrete slab 150mm.

M/L for forming construction joint 65mm x 10mm wide filled with cealint compound grade 'A' complete all as specified and directed by the Engineer-in-Charge.

M/L for 30mm thick 2nd class hard wood clean sawn planks, width not exceeding 20cm. complete all as specified and directed by the Engineer-in-Charge.

M&L for moorum filling/ red bajri filling in floors laid in layers 15mm thick spread, levelled and rammed incl watering. complete all as specified and directed by the Engineer-in-Charge.

M&L for sand filling along plinth of fire point/pit. complete all as specified and directed by the Engineer-in-Charge.

M&L for cement concrete (1:3:6) type C2 using 40mm graded crushed stone aggregate as in bed of pipe, 150 mm bore including packing under and haunching against the sides of pipes after laying and testing, complete all as specified and directed by Engr-in-Charge.

E/M WORKS: S&F Point wiring complete with 1100 volts grade PVC FRLS insulated unsheathed cable of copper conductor, multi stranded of size 1.5 Sqmm, single core, drawn through & including PVC rigid concealed conduit, medium grade of suitable size (not less than 20mm dia) duly ISI marked with all accessories such as bends, reducers, spacers, saddles, junction boxes,including modular PVC box,3mm plastic laminated sheet top cover for mounting of switches/sockets,fan regulators etc complete with and including continuous earth wire of size 1.5 Sqmm, single core, PVC FRLS copper conductor, insulated, unsheathed,stranded (Green colour) connected to common earth dolly One light point controlled by one single pole one way 5 Amps switch. complete all as specified and directed by the Engineer-in-Charge. Make: Polycab/ Finolex/ Universal/KEI.

S & F Endura rugby energy saving new generation 10W LED IP65 decorative bulkhead luminaire with opal diffuser lamp type 10W LED 6000K Make:Syska /GE /Philips /Crompton

S&F switch piano flush button single pole one way 5/6 Amps 240 V,complete all as specified and directed by the Engineer-in-Charge. Make:- Legrand/ Siemens/ Schneider / L&T.

S&F Ceiling rose surface backlite, 65x50mm, three terminals, 5 Amps,240 Volts AC, complete all as specified and as directed. Make:- Legrand/ Siemens/ Schneider / L&T.

S&F Lamp holder, PVC/polycarbonate type with black plate suitable for bracket/batten fittings alongwith LED bulb of 7 watt , complete all as specified.Make:- Legrand/ Siemens/ Schneider / L&T.

S&F sheet metal enclosures two way with socket plug top and MCB single pole and neutral enclose with a two pin and earth plug and socket complete with one MCB SPN 20 amps complete all as specified and directed by the Engineer-in-Charge.Make:ABB/Siemens/Hager.

Supply and fixing house service bracket (hook type complete with 3.0m long G.I. pipe 40mm dia Med. grade, two nos900 bends. M.S. hook and stay or guy complete all as specified and directed by the Engineer-in-Charge.

S&F Exhaust fan with louvers of size 250mm sweep, 900 RPM, 230 volts (single phase) complete with bolts, nuts & washers, embedded in the wall making suitable hole etc,including provisioning of three core flexiable copper cord of size 23/0.0076 of required length from ceiling rose or connector to exhaust fan for connection, complete all as specified & directed .

Supplying and fixing service connection 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed inservice connections suspended by insulating hangers notmore than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular of size 4 sqmm. Make: Polycab/Finolex/KEI /Universal .

M/S GHULAM HASSAN MALIK

M/S AYY AYY TRADERS

M/s Mohammad Shafi Malik

M/S NISAR AND CO

M/S ANUSHA ENTERPRISES

M/S QADRI BUILDERS

M/S GHULAM MOHD LONE AND CO

M/S I Q ENTERPRISES