GE(S) BTD 53 of 2019-20 PROVN OF GUARD ROOMS NEAR CANTT RLY STN AND MANEKSHAW GATE PROVN OF OPEN WAITING SHED NEAR AUDITORIUM AND OTHER REVENUE WORKS UNDER AGE BR I AND AGE EM IV AT BATHINDA MIL STN

Amount

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

Rough excavation not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed by Engineer – in - Charge.

Surface dressing not excedding 15 cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth, in layers not exceeding 25cm, watering,and removing surplus spoil to a distance not exceeding 50m and making good surface all as specified and directed by Engineer - in - Charge.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/losse soil & getting out complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches, not exceeding 1.5 m wide and exceeding 1.5m depth but not exceeding 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/losse soil & getting out complete all as specified and directed by Engineer-in-Charge.

Excavation over areas, not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 1.5 m deep and not exceeding 3.0 m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 3.0m deep and not exceeding 4.5m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Material and labour for spreading and levelling, well ramming including watering as required in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge.

Returning filling in, approved soft/loosesoil, including spreading , levelling, watering and well ramming in layers, each layer not exceeding 25cm in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Removing surplus excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Removing surplus excavated material exceeding 500 m and not exceeding 1.5 KM and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Material and labour for cement concrete (1:2:4) type B-1, using 20 mm graded stone aggregates as in roof kerbs or mud stops, rounded or chamfered on edges etc including necessary form work complete all as specified and as directed by Engineer-in-Charge.

Material and labour for cement concrete (1:3:6), type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for cement concrete (1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete and sub base in floors , paths & paving etc complete all as specified and as directed by Engineer-in-charge.

Material and Labour for PCC 1:2:4 type B-2 using 40mm graded aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for hard core of broken bricks of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Forming Construction joint 30mm deep x 10mm wide filled with grade 'B' sealing compound complete all as specified & directed by Engineer-in- charge.

Forming Construction joint 65mm deep x 10mm wide filled with grade 'A' sealing compound complete all as specified & directed by Engineer-in- charge.

Material and Labour for formwork to (rough finished surface of concrete) sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports,overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour for formwork to (rough finished surface of concrete) sides Square, rectangular on plan or polygonal of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for formwork to rough finish surface of flat 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 complete all as specified and as directed by Engineer-in-Charge.

Material and labour for formwork to soffits of suspended slabs such as roof slab, floor slabs, landings and similar work not exc 200 mm thick (horizontal or sloping) for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for formwork to (rough finished surface of concrete) edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20cm wide complete all as specified and as directed by Engineer-in-Charge.

Material and labour for RCC M-25 (design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for RCC, M-25 using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete footings, foundation beams etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for RCC M-25 design mix (using 20mm graded aggregate ) as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete M-25 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like and in chajja etc complete all as specified and as directed by Engineer-in-Charge.(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

All as per item No 31 here in before but 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders etc. complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar set in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge.

Material and labour brick work with fly ash bricks of old size bricks straight or curved on plan exc 6.0m mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.

Material and labour brick work with fly ash bricks of old size bricks straight or curved on plan exc 6.0m mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-charge.

Material and labour for flyash bricks work with old size, straight or curved on plan or any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L brick work with fly ash bricks of old size bricks, in one brick thick hone comb walling built in CM (1:4), etc; complete all as specified and directed.

S & F in replacement GI tubing, light grade, 40mm bore complete with all fittings for cable and earth continuity strip protection laid in trenches/fixed to poles/along wall/under road/across the drain complete.

Material and Labour for 15mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces and finishing even & smooth using water proofing compound but without using extra cement complete all as specified and directed by Engineer-in-charge. Note:- Water proofing compound shall be measured and paid separately in this BOQ.

Supply only water proofing compound (ISI MARKED) complete all as specified and directed by Engineer-in-charge.

Material and Labour for 15mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces and finishing even & smooth but without using extra cement complete all as specified and directed by Engineer-in-charge.

Material and Labour for 15mm thick rendering in CM (1:6) on other than fair faces of brick work or concrete surfaces and finishing even & smooth but without using extra cement complete all as specified and directed by Engineer-in-charge..

Material and Labour for rendering 5 mm thick in cement mortar in (1:3) on ceiling and finishing the surface even & smooth without using extra cement complete all as specified and directed.

M & L for flush pointing to brick walls in CM 1:4 including raking out joints/pointing etc. complete all as specified and directed.

M & L for preparation of new plastered surafaces of walls and applying two coats of oil bound distemper over a coat of suitable primer complete all as per manufacturer instructions and all as specified and directred by Engineer-in-Charge.

Preparation of newly plastered wall surface of any description, preparing the surfaces by mechanised sander having suction vacuum bag using smart periodical methodology complete all as specified and applying the following :- (a) Applying wall care putty in two coats on wall surface and smoothening the surface with sand papers/ Mechanised sander etc prepatory to paint. (b) Two coats of acrylic emulsion distemper over a coat of acrylic emulsion internal primer by using Airless spray / Roller over complete all as specified and directed. Note:-Contractor may use manual scraping tools for surface prepration with prior written approval of Engr-in-Charge in case of using of Mechanical equipment are not possible.

Preparation of newly plastered wall surface of any description, preparing the surfaces by mechanised sander having suction vacuum bag using smart periodical methodology complete all as specified and applying the following :- (a) Applying wall care putty in two coats on wall surface and smoothening the surface with sand papers/ Mechanised sander etc prepatory to paint. (b) Two coats of exterior acrylic emulsion distemper over a coat of acrylic emulsion external primer by using Airless spray / Roller over complete all as specified and directed. Note:-Contractor may use manual scraping tools for surface prepration with prior written approval of Engr-in-Charge in case of using of Mechanical equipment are not possible.

Material and Labour for applying two coats of cement base paint over a coat of primer on newly plastered wall surfaces including cornices & pillasters etc as per manufacturer's specification & instruction including preparation of surface, complete all as specified and as directed by Engineer-in-charge.

Material and Labour for applying three coats of white wash on newly plastered or unplastered ceiling surfaces including preperation of surfaces, complete all as specified and directed by Engineer-in-Charge.

Material and Labour three coats of white wash on newly plastered surface of wall including preparation the surface of on walls complete.

Material and labour for 75 mm thick cement concrete (1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base of floor, under tiles etc and finishing surfaces of concrete topping as even & rough to receive the topping layer complete all as specified and directed by Engineer-in-Charge.

Material and labour for 100 mm thick cement concrete (1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base of floor, under tiles etc and finishing surfaces of concrete topping as even & rough to receive the topping layer complete all as specified and directed by Engineer-in-Charge.

Material and labour for 100mm thick PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in floor laid in alternate panels and finishing surfaces of concrete topping even and fair without using extra cement including making rough impressions by brooming on the top surface of concrete while the concrete is green complete all as specified and as directed by Engineer-in-charge.

Material and Labour for Continuous brick edging with burnt clay of subclass brick 'B' with width equal to the length of the brick laid dry on end vertically including excavation complete all as specified and as directed by Engineer-in-Charge.

Material and Labour 75mm thick, cement concrete 1:3:6, type C2 using 40mm graded crushed stone aggregate as in floors, plinth protection, paths, etc and finishing top surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Material and Labour 75mm thick, cement concrete 1:3:6, type C2 using 40mm graded crushed stone aggregate as in sub base of floor and finishing top surfaces even & rough to receive the topping layer complete all as specified and directed by Engineer-in-Charge.

Material and Labour for 4mm ( + 0.2mm) thick Aluminium Composite Panel (ACP) board consisting of thermoplastic core ( Low Density Polyurethane) and 0.5mm thick aluminium skin on both faces of panel in required colour/profile of weight not less than 5.0 Kg per sqm as in facade of the building including all fixing accessories complete all as specified and directed by Engineer-in-Charge.

M&L for water proofing treatment over RCC slab by applying oil bound bituminous primer @ 0.30 kg/Sqm and providing and laying 3 mm thick APP modified water proofing memberane weighing not less than 3.50 kg/sqm, reinforced with non woven polyester reinforcement matt weighing not less than 160 gm/Sqm polyester core, having soften point not less than 150oC, longitudinal tensile strength not less than 650 N/ 5 cm, tearing strength of 180 N, torch application, side overlap 75 mm and end overlap 100 mm and tucked into the chases and applying a coat of solar reflective aluminium paint @ 0.10 Kg/Sqm on membrane surfaces including ponding test all as specified and directed.

Material and labour for 80mm thick average consolidated thickness mud phuska on flat roof including 25mm thick mud plaster etc. and 3mm thick leeping plaster on roofs complete all as specified and as directed.

Material and labour for 40mm thick brick tiles laid on mud mortar & joints grouted flush pointed in cement mortar (1:3) mixed with 5% of crude oil by weight of cement complete all as specified and directed by Engineer-in-Charge.

Material and labour for cutting grooves in brick wall, 75mm wide and 65mm deep and shaping horizontal face of groove with cement concrete 1:2:4 type B1 and finished the surface in cement mortar 1:3 complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing stainless steel framed work of pipes(Gde-304), hollow square / rectangular section, angles, tees, flat including gusset plates etc. including all necessary drilling, bolting or riveting etc. as required as in framed work for sign board, railing, rills and similar work etc. complete all as specified and as directed by Engineer-in-Charge.

Supply and fixed 3mm thick ACP sheet of any colour as approved one side covered with retro-reflective sheet & printing letters, Number, comma, dashes, arrows etc. with retro-reflective tape cut to size and with necessary fixing arrangement complete all as specified and directed by Engineer-in-Charge. Make:- Alstone international/ Aludecor Laminated Pvt. Ltd./ Alstrong Enterprises Pvt. Ltd

M & L for writing letters or figures(Block, Roman, Italic or Indian)not exceeding 30 cm high painted with thick paint complete all as specified and as directed by Engineer-in-Charge

M & L for index hands (natural size) or arrows (upto 40cm long) complete all as specified and as directed by Engineer-in-Charge

M & L for stops, commas, short liines, dashes, hyphens, brackets, etc. complete all as specified and as directed by Engineer-in-Charge

Supply and fixing three layers 500 liter HDPE water storage tanks polyproof. white in colour rotational moulded polyethylene (cylindrical vertical with closed top) hoisted and fixed in position including Supply and fixing of suitable size inlet/outlet arrangement & other accessories complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe of size 20mm bore ( weight 210 gms Minimum) complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 20mm bore, gun metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing GI tubing medium grade with all fittings and fixed to walls & ceilings or laid in floors, bore of pipe 15 mm complete all as specified and directed by Engineer-in-Charge.

Supply and fixing GI tubing medium grade with all fittings and fixed to walls & ceilings or laid in floors, bore of pipe 20 mm complete all as specified and directed by Engineer-in-Charge.

Supply and fixing GI tubing medium grade with all fittings and fixed to walls & ceilings or laid in floors, bore of pipe 25 mm complete all as specified and directed by Engineer-in-Charge.

Supply,laying,jointing and testing of GI tubing medium grade with all fittings 20mm bore laid in trenches/floors etc, complete all as specified and directed by Engineer-in-Charge.

Supply and fixing bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule for 15mm bore dia of pipe complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing chromium plated bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule for 15mm bore dia of pipe complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing stop valve fancy type, chromium plated for 15 mm bore dia of pipe, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle screwed both ends for iron pipe or for brass ferrule complete all as specified and as directed by Engineer-in-Charge.

S&F in repairs vitreous china wash basin, white, flat back, size 580mm x 450mm excluding taps, waste, chain and plug and porcelain stopper but including brackets, CP waste coupling, PTMT bottle trap of 32mm having minimum water seal of 25mm and PVC waste pipe of 32 mm dia and including cutting for and pinning in ends of brackets or erecting stand.

S&F 15mm bore chromium plated, fancy type, Pillar cock screwed down high pressure, with or without lettered Hot ot Cold with long screwed shanks and flynuts screwed for iron pipe complete all as specified.

Supply and fixing PVC connection 15 mm size with PTMT nuts of length 450mm of approved quality complete all as specified and directed by Engineer-in-Charge.

Supply and fixing vitreous china urinal, bowl type flat back of size 465x355x255mm, white excluding flushing cistern but including flush pipe, and waste pipe and also including connections to flushing pipe and outpipes, bedding urinal against wall in cement mortar (1:2), securing urinal to plug with and including 60 mm long brass screws, pointing arount urinal back in cement complete all as specified and directed by Engineer - in – Charge.

S&F vitreous china squatting pan, 'Orissa' pattern, size 580mm x 440mm, white, with integral foot rests including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. including making good to floor and excluding flushing cistern, flush pipe and waste pipe complete all as specified and directed by Engineer - in – Charge.

S&F PVC valveless, syphonic action type, flushing cistern, 10 litres capacity, low level, white, with inlet, ball valve, float and handle including brackets.

Supply and fixing cast iron Nahani trap, 75mm dia with Cp grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate in repair complete all as specified and directed by Engineer - in – Charge.

S & F 75 mm bore, cast iron (sand cast) soil waste & vent pipes in any length with or without ears with cement joints fixed to walls or laid in trenches or in floor complete all as specified and directed by Engineer - in – Charge.

S & F 100 mm bore, cast iron (sand cast) soil waste & vent pipes in any length with or without ears with cement joints fixed to walls or laid in trenches or in floor complete all as specified and directed by Engineer - in – Charge.

Supply and fixing 75mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or fixed to wall & fixing with clamps complete all as specified and as directed by Engineer-in-Charge.

S & F 75mm bore, PVC (SWR) fittings such as bends, tee, shoe etc; fixed to PVC pipes, complete all as specified and directed.

S & F 100mm bore bends (any radius),diminishing pieces or tapers (larger bore measured) with oval access door complete all as specified and as directed by Engineer-in-Charge.

S & F 100mm dia cast iron branch pieces, single (equal or un-equal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door complete all as specified and as directed by Engineer-in-Charge.

S & F 100mm bore cast iron cowl fixed with cement joint in (1:2) cement mortar complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Salt-glazed stoneware gully traps of size 150x150mm, square or round mouthed, type 'S' including squre chromium plated 150 mm dia grating complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Sail-glazed stoneware drain pipes 150mm bore of grade 'A' laid in trenches and jointed etc. complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed of (SGSW) drain pipes of 150 mm dia, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge. Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 10 cm. (ii) Width of concrete bed shall be equal to outer dia of drain pipes (not of sockets / collar)

S & F sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated brackets guard and railing 60cm long complete all as specified and directed.

Supply and fixing factory made PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplying and fixing in opening all as specified in Preamble 8B.2.8 of SSR Part -II (2010) and all as shown on drawing on Sl Page No 160 of SSR Part-II (2010) complete all as specified and directed by Engineer-in-Charge.

Supply and fixing factory made pressed steel frames for door with one or more rebates including necessary fixing lugs, lock strike plate, hinges etc, compete, all as specified of frame size 125 mm x 60mm & thickness of MS sheet shall not be less than 1.25 mm including making holes for fixing hold fast etc and making good the wall with plaster in cement mortar (1:6) including one shop coat of priming complete all as specified and as directed by Engineer-in-Charge. .

Supply and fixing 35mm thick factory made panelled shutter (two panel) plain framed with lock rail and panel of 12mm thick veneered particle board with commercial veneering on both faces conforming to IS-3097 exterior grade kiln seasoned and chemically pressure treated of second class hard wood rails and styles and the size of rail and style as per IS-1003 (Part I) complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing factory made glazed and skeleton shutters 35mm thick using second class hard wood open rebated and prepared to receive glass, gauge etc (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc; sizes of members of shutters as specified in SSR Part I, Section 8, Clause 8.24(a); supplied and fitted in chowkats complete all as specified and as directed by Engineer-in-Charge.

S & F MS galvanised mild wire cloth 0.56 mm nominal dia of wire and avarage width of aperture 1.18mm and fixed with tinned tacks to galvanised wire stapple complete all as specified and directed.

Material and Labour for painting to new wood and wood based surfaces of any description, over 10 cm in width or girth, not otherwise described with two coats of synthetic enamel paint over a coat of pink primer including preparation of surfacescomplete all as specified and as directed by Engineer-in-Charge.

Supply and fixing factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of MS tubes for top and bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width stuck inside with solvent for stiles and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and jointed together with solvent cement, supplying and fixing in the frame at site all as per instruction and drawing shown for item No 8080 of SSR Part II on Sl Page No 156.

S & F in repairs for PTMT ( Poly Tetra Methylene Terephthalate ) butt hinges 100mm long best quality all as specified

S & F PTMT ( Poly Tetra Methylene Terephthalate ) barrel tower bolt best quality, 150 mm long all as specified

S & F in repairs PTMT ( Poly Tetra Methylene Terephthalate ) door handles, best quality, 125 mm long all as specified

Supply and fixing mild steel sliding door bolts with hasp and staple, length of bolt 250mm, plate type, stove enameled black, with bright bolts not less than 12 mm dia with and including a minimum of 6 bolts and nuts, 4 on bolt plate and 2 on staple plate and fixed, complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing mild steel barrel tower bolts, 200 mm long, stove enamelled black with bright bolts and fixed (ISI marked) complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Mild steel pressed handles, 125 mm long, oval type, stove enamelled black (ISI marked) complete all as specified and as directed by Engineer-in-Charge.

S&F 300 mm, (ISI marked) mild steel ordinary rat tail rod pattern springs including roller and roller plate complete.

Supply and fixing factory made steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, double shutters (wire gauge and glazed shutter) complete with glazing bars, dovetailed or welded including one shop coat painting complete all as specified and as directed by Engineer-in-Charge.

S&F factory made steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, double shutters (wire gauge and glazed shutter) complete without glazing bars, dovetailed or welded including one shop coat painting.

S&F factory made steel ventilators with top hung shutters including hinges with steel handle and steel peg stay.

Supply and fixing sheet glass, 3 mm thick ordinary quality and glazing with oil putty in square not exceeding 0.5 Sqm in each pane fixed with oil putty or wooden beads including Provn of glazing pins/spring clips wherever necessary complete all as specified and as directed by Engineer-in-Charge.

S & F 3 mm thick figured glass, pin head type and glazing with oil putty in squares not exceeding 0.5 Sqm in each pane including Provn of glazing pins/spring clips wherever necessary complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing mild steel framed work Framed work such as grills, gate, grantings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe290,Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide or zinc chrome complete all as specified and directed by Engineer-in-Charge.

S & F in repairs 110 mm bore of 4 kg/CM Square pressure fixed to walls with MS clamps of 25 x 3 mm flat iron and fixed with 75 mm long screw with PVC gutties n.exc .1.80 mtr centre to centre distance complete all as specied and directed.

S & F 110 mm bore, PVC (SWR) fittings such as bends, tee, shoe etc; fixed to PVC pipes, complete all as specified and directed.

Material and labour for machine cut kota stone slab flooring 20-25mm thick laid over cement screed base and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and including 15 mm thick screed plaster in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

Material and labour for machine cut kota stone slab 20-25mm thick as in riser of steps, skirting, dado and pillar laid over and including 10mm thick rendering in CM 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completecomplete all as specified and directed by Engineer-in-Charge.

M&L 25mm thick cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in floors, sub-floors etc and finishing surfaces of concrete topping as even & rough to receive the topping layer complete all as specified and directed by Engineer-in-Charge.

M & L vitrified tiles 10 mm thick (square/ rectangular) area of each tile exceeding 0.18 Sqm but not exceeding 0.36 Sqm, in floors, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over & including 15mm thick screed bedding layer in CM 1:6 and including roughening surfaces of old concrete/terrazzo finish floor by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and directed by Engineer-in-Charge.

M & L vitrified tiles 10 mm thick (square/ rectangular) area of each tile exceeding 0.18 Sqm but not exceeding 0.38 Sqm, on vertical surfaces as in skirting etc. set and jointed in neat cement slurry/paste and pointed in white or coloured cement to match over and including 10mm thick plaster in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Material and labour for non-skid coloured jointfree ceramic tiles 7-8 mm thick (square / rectangular), area of each tiles exceeding 0.11 Sqm but not exceeding 0.18 Sqm in floors etc set and jointed in neat cement slurry and pointed in white cement with pigment or coloured cement to match the shade of tiles over and including 15 mm thick screed plaster in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Material and Labour glazed ceramic coloured jointfree tiles of approved quality in vertical surfaces 450mmx300 mm x7mm/450mm x 350 x 7mm thick set jointed in neat cement slurry/paste and pointed in coloured cement to match with the tiles over and including 10mm thick plaster in CM 1:4 and including dismantling of old tiles/terrazzo finish etc; complete all as specified and directed.

Material and Labour machine pressed precast concrete coloured interlocking paver block any shape, size and pattern, IS - 15658-2006 (Marked) of 60 mm thickness of M-35 grade with grey cement & pigment complete all as specified and directed by Engineer-in-Charge.

M & L machine pressed precast concrete coloured interlocking paver block any shape, size and pattern, IS - 15658-2006 (Marked) of 60 mm thickness of M-35 grade with grey cement & pigment including 25mm thick sand cushioning complete all as specified and diretced by Engineer-in-Charge.

Material and Labour for sand filling under interlocking tiles including watering and consolidation complete all as specified.

Material and Labour for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate in copings, filling in bed block of hold fast and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary formwork complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 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. conforming to Fe-410-W, Gde-E-250 quality 'B' complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing mild steel bolts of neck diameter exceeding 20mm and not exceeding 25mm, purpose made, with hexagonal or square head one end and screwed the other,or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exc 30cm long complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed by Engineer-in-charge. Make:- M/s Lloyd Insulation(India) Ltd/M/s TATA blue scope / M/s JSW Ispat Ltd

Material and labour for false ceiling consisting of 600mmx600mm, 5mm (+0.25) thick plain embossed PVC sheet of density 600 Kg/Cum duly manfactured by and ISO-9001-2015 certified company, used as panel insert in a frame work made using powder coated aluminiu T-section of size 25mm x25mm havng thickness 1mm in square pattern of grid sizes 600mm x600mm. The aluminium framework is supported from the ceiling with the help of 'J' hook and GI wire/6mm dia of required sizes to maintain proper level etc. The aluminium framework is supported on side wall/roof purlin with the use of aluminium L-section of size 25mm x25mm angle etc complete all as specified and directed. Make:- Rajshri Plastiwood or any other make approved by GE.

Material and Labour for point wiring with multi stranded copper conductor FRLSH cable, 1100 volts grade PVC insulated and unsheathed of size 1.5 Sqmm single core in and including PVC concealed conduit not less than 20mm dia ( medium quality ISI marked) and conduit fittings and MS sunken box of suitable size covered with and including 3 mm thick bakelite laminated sheet top cover for one fan / light controlled by one switch including provision of 1.5 Sqmm PVC insulated unsheathed with single core, multi stranded copper conductor FRLSH cable as earth wire to common earth & connecting to earth dolly including cutting chasing of wall and making good disturbed surface in CM (1:3) and finishig the surface to match complete all as specified and directed by Engineer-in-Charge.Note:- ( Switch and socket etc shall be measured and paid separately under approriate items of BOQ).

All as per item No 134 here in before but for one socket outlet 6 pin, 6/16 Amp with cable of 2.5 Sq mm, multi stranded copper conductor FRLSH cable on the independent board including provision of 2.5 Sq mm PVC insulated unsheathed with single core, multi stranded copper conductor FRLSH cable as earth wire to common earth & connecting to earth dolly complete all as specified and directed by Engineer-in-Charge.

All as per item No 134 here in before but for socket outlet 5 pin, 6 Amp on same board complete all as specified.

All as per item No 134 here in before but for socket outlet 5 pin, 6 Amp on independent board complete all as specified.

SSupply and fixing Semi modular switch piano, flush type, one way, 5/6 Amps 230 Volts AC (ISI marked) including decorative frame cover etc complete all as specified and as directed by Engineer-in-Charge. Make:- ABB/ Anchor / Havells

Supply and fixing semi modular, One switch and one socket outlet, 5 Pin, 6 Amps 230 Volts AC (ISI marked) including decorative frame cover etc complete all as specified and as directed by Engineer-in-Charge. Note:- Switch and socket shall be of same make

Supply and fixing semi modular, One switch and one socket outlet, multipurpose 3 Pin, 5 Amp and 6 pin 15 Amp, 230 Volts AC (ISI marked) including decorative frame cover etc complete all as specified and as directed by Engineer-in-Charge. Note:- Switch and socket shall be of same make

Supply and fixing ceiling rose surface bakelite 65mm x 50mm, 3 terminals with back plate etc complete all as specified and directed by Engineer-in-Charge.

Supply and fixing lamp holder angle/straight, including LED bulb 9/10W polycarbonate cased body with back plate suitable for batten fittings for landing T & wind shock complete all as specified and as directed by Engineer-in-Charge.

S & F LED light fitting 34/36W New generation energy saving and environment friendly long life LED EDGE LIT luminaire suitable for armstrong grid ceiling complete. He driver shuld be procured separatly but the quoted rate should be inclusive of both fitting and driver. The fixture size in mm is 595x595x70. The module and tghe driver should be odered at the same time complete with all accessories internly prewired and fixing on wall or ceiling by using twin core flexible cable 23/0.00076 from ceiling rose to LED light fittings connection complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 18/20 watt Retro LED tube light fitting, wall/surface mounted, IP 20 protection, conforming to IS16106/IS16107, minimum 6000K batten decorative type 4 feet long polycarbonate body, white , in built LED driver, power factor >0.95, Make all as per Compton cat part No. DMLN1LT8-16( for batten) and Cat Paert No. LT8-20-865-2( for tube light) including 18/20 watt tube rod or equivalent model of any make given in Appendix 'B' of tender documents, Cat Part No. as approved by GE complete connecting to electric point by using PVC insulated twin core copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing energy efficient LED street light of 25 Watt with PDC aluminium body and clear glass with lens for wide beam distribution, top maintainable type with IP 66 degree of protection, PF>0.95 with voltage range 140 to 170 Volt, fitting should be provided with inbuilt 5KV minimum surge protection, short circuit and over voltage protection facility for driver and fitting including 25 watt LED lamp with GI bracket-01 No, MS clamp-02 Nos suitable for walls/columns metre long twin core round copper conductor cable of 1.50 metre long twin core round copper conductor cable of suitable size and testing complete all as per SYSKA cat part No. SSK-SLF-CF-25W-WL or equivalent model of any make given in Appendix 'B' of tender documents, Cat Part No. as approved by GE.

Supply and fixing single phase, 50 hz, 1400 rpm, 230 volt exhaust fan of size 300 mm sweep with louvers shutters, having BEE 5 star rating including making of holes and making good the disturbed surface of wall including making connection and providing twin core round copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing single phase, 50 hz, 230 volt ceiling fan of size 1200 mm sweep having BEE 5 star rating including proper arrangment in ceiling for hanging fan such as hanging rod, hook including making connection and providing twin core round copper conductor cable of suitable sizecomplete all as specified and as directed by Engineer-in-Charge.

Supply and fixing semi modular type regulator for ceiling fan electronic step type suitable for 1200/1400 ceiling fan complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing MCB, SP, 6 to 32 Amps, 'C' curve, 230 Volts, breaking capacity not less than 10 KA with over load and short circuit protection complete all as specified and as directed by Engineer-in-Charge.

S & F MCB, SPN, 40 Amps, 'C' curve , 230 Volts, 50 Hz, breaking capacity not less than 10 KA with over load and short circuit protection complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing sheet metal enclosures double door made out of CRCA mild steel sheet, flush mounted, acrylic door, 8 way, DB SPN 230 Volts, with 200 Amp rated bus bar, dust and vermin proof suitable for fixing MCB's and Isolators etc complete all as specified and as directed by Engineer-in-Charge.

Supply and laying or fixing or passing through and including concealed PVC conduit 20mm dia heavy duty, 1100 volts grade heavy duty cable with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed twin core 6 sq. mm nominal cross section in service connections complete all as specified and as directed by Engineer-in-Charge.

M & L for local sand cushioning, with dry and clean sand, over and under the under ground cables in trenches, ducts for cable protection including consolidation, 80mm thick to the authorized width as per SSR-Part-1 before laying of cable and 150mm thick after laying of cable and punned down to 180mm after laying complete. Note:- Punned thickness shall be considered for payment purpose.

Supply and laying Best quality, locally available, sub class 'B' bricks (Old size) for cable protection cover, laid flat and dry in trenches over the cable, perpendicular to the direction of cable complete.

Earthing complete with galvanised steel earth plate electrode 600 x 600 x 6 mm thick burried directly in ground (PCC 1:2:4 B-1 using 20 mm graded stone aggregates for concrete pit including 10 mm thick PCC slab cover frame) depth of pit not less than 2.25 m below normal ground level with top edge of the plate not less than 1.5 m below normal ground level surrounded from all sides by 15 cm thick packed layer of charcoal / coal dust and common salt filling in alternate layers and connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts check nuts and washers of GI or steel and connecting to earthing test point, main switch board, testing on completion including GI pipe 20 mm dia light grade for watering and bringing out the watering pipe upto 30 cm above the normal ground level plugged at top including all fitting and GI pipe 15 mm dia light grade for the protection of GI wire from earth pit to earth point, all as specified as shown in electrical plate No 3 SSR Part-I and testing on completion complete all as specified and as directed by Engineer-in-Charge. Note :- PCC chamber shall be constructed at least 1.5 m away from earth pit pipe for watering shall be provided in slanting manner.

Supplying and fixing 1100 volts grade heavy duty cable 10 Sqmm solid conductor PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular complete all as specified and as directed by Engineer-in-Charge.

SHARDA ENTERPRIES

M/s Kamal Builders

M/s Balvinder Singh Engineer and Contractors

B D BATRA AND SONS

M/s MITTAL CONSTRUCTIONS