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List of drainage-pipe-repair Tenders

List of latest drainage-pipe-repair Tenders in Indian Tenders. Click on any drainage-pipe-repair Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for drainage-pipe-repair Tenders.

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Central Government/Public Sector

TRN :49055122 | 29 May, 2025

Tender Value : 40.00 Lacs

Palam - Delhi

Tender for comprehensive maintenance and certain misc b/r works in tech area at af stn palam under ge (af) palam, delhi cantt - 10; 1.00 taking down cement plaster on brick, stone or concrete surfaces of walls etc incl racking out joints hacking for key scrubbing down with water etc and removing the debris from site to out site mod land complete all as specified and directed by engr-in-charge . 2.00 m&l for 10mm thick rendering of ready mix mortar of approved make on brick work or concrete surfaces on internal walls, finished the surface even and smooth without using extra cement as on wall as whole or in patch etc complete all as specified and as directed. make- birla (hil) or its equilent. 3.00 m&l for 15mm thick rendering of ready mix mortar of approved make on brick work or concrete surfaces on external walls, finished the surface even and fair without using extra cement by using dr. fixit (wpc) @ 3% of wt of cement content complete all as specified and as directed. note:- water proofing compound shall be measured and paid seprately. 4.00 m&l for 5mm thick cement plater of ready mix mortar of approved make as on ceiling & plastering to be finished even & smooth without using extra cement complete all as specified and as directed. make- birla (hil) or its equilent. 5.00 supply only integral water proofing compound complete all as specified and as directed. 6.00 m&l for preparation of newly plastered surfaces of walls and applying two coats of oil bound distemper over a coat of alkalic resistent primer complete all as specified and as directed 7.00 m&l for applying two coats of 100% premium acrylic emulsion paint having voc less than 50 gm/ltr and uv resistance as per is 15489-2004, alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives @1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.9 litre /10 sqm over new surfaces complete all as specified and as directed. 8.00 m&l for preparation of newly plastered surfaces of ceiling and applying two coats of oil bound distemper over a coat of alkalic resistent primer complete all as specified and as directed. 9.00 m&l for washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster (1:4) (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified and as directed. note:- payment for providing grooves shall be measured and paid separately. 10.00 m&l for forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications complete all as specified and as directed. 11.00 demolition of cement concrete (un reinforced) in ground floors and pavings n. exc 15 cm thickness (below or above ground level) and removing the debris from site to out site mod land complete all as specified and as directed. 12.00 m & l for 75mm thick cement concrete (1:3:6) type c2 (using 40mm graded stone aggregate) as in plinth protection, finished even and smooth without using extra cement, including making joints 12 mm wide to the full depth of pcc at every 3 metres and at every change of direction and filling the same with & including bitumen 85/25 and sand in the proportion of (1:3 ) by weight complete all as specified and as directed. 13.00 m&l for 75mm thick pcc (1:3:6) type c2 (using 40mm graded stone aggregate) as in path and paving, finished even and smooth without using extra cement complete all as specified and as directed. 14.00 m&l for 25 mm thick pcc (1:2:4) type b1 (using 20mm graded stone aggregate) as in floor, finished even and smooth with using extra cement complete all as specified and as directed. 15.00 m&l for plain cement concrete (1:3:6) type c1 (using 20 mm graded stone aggregate) as in surface channel/drain complete all as specified and as directed. 16.00 extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed. 17.00 supply and fixing in repairs, sfrc drain cover any size, 75mm thick laid over existing drain complete all as specified and as directed by engr-in-charge. notes: - (i) make of sfrc manhole/drain cover and frame : (a) m/s ps concrete.(b) m/s kk manhole.(c) or equivalent as approved by ge. (ii) contractor will provide manufacturer test certificate of sfrc cover . 18.00 dismantling wall and ceiling boards ( fibre, pulp, insulation etc.) or insulation boards / slabs / blankets, any thickness, including fillets complete all as specified and as directed. 19.00 m & l for provding false ceiling of 12mm thick fine fissure board sharped finished mineral fiber accountic false ceiling tiles with back of the duly sanded and finshed with a coat of protective paint and front duly finished false system of size (600x600) mm having noise reduction co-efficient of 0.55 light reflection of 80% thermal conductivity k=0.057 w/wwc and humidity resistance of 95% fixed to true look pvc die kl -24 suspension system (hot dipped aglvanised steel section) of exposed t section consisting of perimeter wall angle of size (24x24) mm of thickness 0.45 of mm c/c universal main runner of t shape with double rotary siticing of size (38x25) mm of lenght 1200mm made from 0.33gs steel of lenght 3.60 mtr to be spced at 600x 600mm size) c/c cro runner t shape wtih double rotary siticing of size (30x24)mm of length 1200mm made 0.25 thick gs sheet spaced @ 600mm c/c (600mm 600mm) size complete all as specified and directed by engineer -in- charge. 20.00 taking down chowkhats or frames with shutters (without taking off shutters from the frames) of size not exceeding 1.50 sqm each including cutting holes in walls of appropriate size for insertion of cement concrete blocks for hold fasts complete all as specified and as directed. 21.00 taking down chowkhats or frames with shutters (without taking off shutters from the frames) of size exceeding 1.50 sqm but n. exc 4.0sqm each including cutting holes in walls of appropriate size for insertion of cement concrete blocks for hold fasts complete all as specified and as directed. 22.00 taking down shutters of any description of size n. exc 1 sqm each complete all as specified and as directed. 23.00 taking down shutters of any description of size exc 1 sqm and n exc 2 sqm each complete all as specified and as directed. 24.00 taking down shutters of any description exc 1 sqm and n exc 2 sqm each and re-fixing in the same opening after necessary repairing viz shifting of hinges/tower bolt / handle position etc complete all as specified and as directed. note:- cost of screws/nails and minor items shall be deemed to be included in the unit quoted rates. 25.00 s&f anodised aluminium powder coated frame for door, windows, ventilators, partition wall with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed 26.00 s&f anodised aluminium powder coated door shutter, aluminium section wt 0.55 kg/m including neccesary joining cleats, glazing clips, rubber neoprene packing, aluminium handle 2 nos in each door, hinges, anodised aluminium snap beading screw etc. complete all as specified and as directed. 27.00 s&f anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised, handle 2 nos in each window, aluminium fittings such as peg stays150mm long (1 no.), hinges type b-21100mm long (2 no.), suitable handle (1no.) complete all as specified and as directed. 28.00 s&f aluminium anodised with powder coating (minimum thickness of powder coating 50 micron) grill of design and parttern as approved by ge including aluminium beading complete all as specified and as directed. 29.00 s&f 5.50mm thick tinted, sheet glass of selected quality fixed to aluminium frame work complete all as specified and as directed. 30.00 m&l for 12mm thick prelaminated particle board, exterior grade, prelaminated both side with decorative choice lamination & fixed with screws to timber/aluminium frame complete all as specified and as directed 31.00 s & f door closer hydraulically regulated designation no 3 universal type suitable for door shutter of 851 to 1000 mm in width of aluminum body (die cast) weight between 61 to 80 kg complete all as specified and as directed. 32.00 m&l double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminum alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other party made of mild steel heavy duty complete all as specified and as directed. 33.00 s & f mild steel mortic lock vertical type size 100mm 4 levers complete all as specified and as directed. 34.00 s&f aluminium tower bolt of extruded section, 150mm length of bolt and fixed with screws complete all as specified and as directed. 35.00 s&f aluminium door stopper double legged with rubber shoe 75mm long fixed to door shutters complete all as specified and as directed. 36.00 m & l 2nd class hard wood plain, solid, straight chowkhats, and frame wrought, framed rebated on the solid, rounded or chamfered put together with glue pinned at joints complete all as specified and as directed. 37.00 s&f for 30mm thick factory made flush shutter, solid core construction with block board core and plywood face panels commercial type on both sides complete all as specified and as directed. 38.00 s&f for factory made single extruded wpc (wood polymer composit) solid door/window and other frames/chowkhat of size 50x100 mm comprising of virgin pvc polymer of k value 58-60 (suspension grade) calcium carbonte and natural fibers (wood powder/rice husk/wheat husk) and non toxic aditives(maximum toxicity index of 12 for 100 gms) fabricated with full body threaded star headed ss screws having minimum frame density of 750 kg/cum screw withdrawl strength of 2200 n(face) & 1100n(edge) minimum compressive strength of 58 n/sqmm modules of ealsticity 900 n/sqmm and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with ms hold fast/ lugs/ss dash fasteners of required dia and length complete as per direction of enger-in-charge. make- m/s rajshree plastiwood ltd or its equivalent as per list of make. 39.00 s&f for factory made single extruded wpc (wood polymer composit) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of k value 58-60 (suspension grade) calcium carbonte and natural fibers (wood powder/rice husk/wheat husk) and non toxic aditives(maximum toxicity index of 12 for 100 gms) fabricated with full body threaded star headed ss screws having minimum frame density of 650 kg/cum screw withdrawl strength of 1800 n(face) & 900n(edge) minimum compressive strength of 50 n/sqmm modules of ealsticity 850 n/sqmm and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant. wpc to be laminated with pvc foil of minimum 14 microns thick of approved design pasted with hotmelt adhesiv on both faces of shutter and fixing with stailess steel butt hinges of required size with necessary full body threaded star headed counter sunk ss screws all as direction of enger-in-charge. make:- m/s rajshree plastiwood ltd or its equivalent as per list of makes. 40.00 dismantling of floor, hearth or wall tilling including cement mortar bedding (but not backing) removing serviceable tiles and rubbish off the premises complete all as specified and as directed. 41.00 m&l for vitrified ceramic tiles 8-10 mm thick, 1st quilaty (square/rectuangular) polished, double charge shade, area of each tiles exceeding 0.36 sqm but not exc. 0.42 sqm, as in floors etc. set and jointed with neat cement slurry and pointed in white or coloured cement to match with and including over15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed. 42.00 description all as per srl item no. 39.00 bove but as in skirting over 10mm thick plastering with cm (1:4) complete all as specified and as directed. 43.00 m &l for ceramic coloured/ printed non-skid tiles of size 7 to 8 mm thick( square / rectangular) area of each tile exceeding 0.06 sqm but n exc 0.16 sqm laid as in floors, set and jointed with neat cement slurry with and including over 15 mm thick screed bedding layers of cement sand mortar (1:4) and pointed with coloured cement to match with surfaces of tiles complete all as specified and as directed. 44.00 m&l for glazed ceramic coloured tiles (colour & shade as approved) of size (450x350)mm x 7mm thick as in vertical surfaces as in skirting and dado, set and jointed in neat cement slurry with amd including over 15mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete all as specified and as directed. 45.00 s&f in repair wash hand basin, vitreous china, flat back (550x400)mm size, white including pvc waste coupling 32mm size, pvc waste pipe 32mm bore, pair of brackets of mild steel (35 x 35 x 6)mm size including one mixer cast copper alloy 15mm bore, one brass stop valve 15mm bore and one pvc connection15mm size with ptmt nuts of length 450mm long complete all as specified and as directed by engineer-in-charge. 46.00 supply & fixing in repair vitreous china ewc super constellation including flushing cistern of size (83x37x66)cm with s trap complete all as specified and as directed. 47.00 supply & fixing in repair vitreous china urinal pot white including partition, waste pipe, screw with wall fixing complete all as specified and as directed. 48.00 s&f in repairs two way wall mixer with popup waste system, hot and cold facilites and 450 mm long braidaed hoses chromium plated complete all as specified and as directed . 49.00 s&f in repair health faucet with double lock 1 meter brass plated stainless steel flexible hose and wall hook complete all as specified and as directed. 50.00 s & f in repair copper alloy cp toilet paper holder complete all as specified and as directed. 51.00 m&l for replacement of 100mm ci floor/nahani trap with grating including jointing and breaking/ dismantling any type of floor and making good cement concrete type b-1 (1:2:4) and testing after repairs and taking down existing trap etc complete all as specified and as directed. 52.00 s&f in repair, brass chromium plated tubular towel rail, 20mm dia, d type, 60cm long between flanges complete all as specified and as directed. 53.00 taking up or down 15mm steel tubing and connections in walls, ceilins, floors, etc including cleaning for refixing or removal to store complete all as specified and as directed. 54.00 m&l for gi tubing, 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors etc complete all as specified and as directed. 55.00 m&l for cutting chases, pinning in making good to facings where required and pointing in cement mortar (1:3) to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc, and cutting chases for concealed water tubing or concealed conduit wiring, etc and making good cutting not exc 10 cm girth as in wall complete all as specified and as directed. 56.00 s&f in repair 15mm bore cast copper alloy, cp angle cock, screwed down, high pressure, with crutch or butterfly handles, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed. 57.00 s&f in repair pvc connections 15mm size with ptmt nuts of length 450mm and fixed complete all as specified and as directed. 58.00 s&f in repairs pvc connections 15mm size with ptmt nuts of length 600 mm and fixed complete all as specified and as directed. 59.00 s&f in repair cast copper alloy cp soap dish complete all as specified and directed. 60.00 s&f in repair bib taps with wall flange 15mm bore, chromium plated, fancy type, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and as directed. 61.00 s&f in repair pillar cock, foam flow cast copper alloy, chromium plated, fancy type, 15 mm dia, capastan heads, screwed down high pressure complete all as specified and as directed. make:- cat no 8304 of make prayyag or equivalent as per list of makes. 62.00 s&f in repair plastic water closet seat cover, white/black, closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device complete all as specified and as directed. 63.00 s&f in repair pvc valveless, syphonic action type, flushing cistern low level, 10 litre capacity , white, with inlet, ball valve, float and handle including brackets complete all as specified and as directed. 64.00 s&f in repair 610 mm long pvc waste pipe flexible type 25 mm dia suitable for couplings 32 mm / 40 mm dia complete all as specified and as directed. 65.00 s&f in repair (600 x450) mm fancy type or bevelled edge mirror of selected quality glass, mounted on 6mm thick ac building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and as directed. 66.00 s&f in repairs 15 mm bore bib taps standard of ptmt any colour high pressure screwed for iron pipe and fixed complete all as specified and as directed. (minimum weight 90 gms). 67.00 s&f in repairs 15 mm two in one angle valve cast copper alloy, chromium plated with wall flange and fancy type with high pressure screwed down and with cp flange of same make complete all as specified and as directed . 68.00 m&l for 18-20mm thick granite (of jet black ) work (table rubbed and polished ) in steps, jambs, pillars, window cills, cooking plateforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed. note:- the cost of half round moulding shall be deemed to be included in unit rate. 69.00 dismantalling water tanks and removal from site of capacity exc 250 ltr and not exc 500 ltr complete all as specified and as directed. 70.00 m &l for 500 litres capacity rotational moulded polyethene water storage tank (cylindrical vertical with closed top), white, three layers, hoisted and fixed in position complete all as specified and as directed. 71.00 supply and fixed ball brass valve high pressure with polythene float and fly nut complete to bore of pipe 20mm complete all as specified and as directed. 72.00 demolition of brick work or stone buillder built in cement mortar of any description complete all as specified and as directed. 73.00 m&l for brick work with sub class b works, straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:6) complete complete all specified and as directed. 74.00 dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. 75.00 s&f mild steel work such as angle iron post, flat iron in fencing including cutting as making doubble swan neck i.e. y shaped including welding with proper overlapping & welding ms plate with angle iron bottom as directed, drilling holes notching for wire etc embedded in concrete fixed vertically conforming to fe 290 grade e-165 complete all as specified and as directed. note:- embedded portion of angle iron post shall be treated with tar of coat of tar black paint and cost of the same shall be deemed to be included in unit rate. 76.00 m&l for preparation of newly steel surfaces of any description over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer of any height complete all as specified and as directed. 77.00 s&f for concertina coil with punched tape of 600 mm dia (when stretched), centre core wire of minimum 2.5 mm dia of mild steel wire conforming to is 280-2006 with galvanised coating of steel concertina coil as per requirements laid down for medium coated wire in is : 4826 hot dipped galvainsed coating of round steel wires. conretina coil shall be fixed in diamond shape with the help of dovetail two handle and spikes shall be fixed at both end of coil,minimum straight length of the wire 150 rm for 10 rm of work ,minimum weight 13.5 kg for 10 rm of work including dismantling of existing concertina coil complete all as specifed and directed by engr-in-charge. (note:- the actual weight of concertina coil brought by the contractor at site shall be ascertained by boo as ordered by ge). 78.00 s&f for concertina coil with punched tape of 900 mm dia (when stretched), centre core wire of minimum 2.5 mm dia of mild steel wire conforming to is 280-2006 with galvanised coating of steel concertina coil as per requirements laid down for medium coated wire in is : 4826 hot dipped galvainsed coating of round steel wires. conretina coil shall be fixed in diamond shape with the help of dovetail two handle and spikes shall be fixed at both end of coil,minimum straight length of the wire 180 rm for 10 rm of work ,minimum weight 16.5 kg for 10 rm of work including dismantling of existing concertina coil complete all as specifed and directed by engr-in-charge. (note:- the actual weight of concertina coil brought by the contractor at site shall be ascertained by boo as ordered by ge). 79.00 dismantling of fencing wire, barbed wire any type and description complete all as specified and as directed. 80.00 supply and fixing galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2 mm dia barbed of 75mm spacing and straining and fixing to any type of standard rail, straining bolt 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 as directed. 81.00 m&l for cuting holes in brick walls exc half brick but n.exc one brick, built in cement mortar for fixing holdfasts in jambs of existing opening and making good complete all as specified and as directed. 82.00 m&l pcc (1:3:6) type c1 (using 20 mm graded stone aggregates) as in hold fast block including necessary form work complete all as specified and as directed. 83.00 s&f mild steel work framed such as grill, gratings, 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, frame work of water tanks and similar work conforming to fe.290.gde-e-165. complete as specified and as directed. 84.00 dismantling of fencing wire mesh, any type of any description complete as specified and as directed. 85.00 fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete as specified and as directed. 86.00 supply only chain link ms galvanised fencing, 4mm dia gi wire mesh size 100mm x 100mm complete as specified and as directed. 87.00 s&f mild steel screw bolts 12 mm dia (machine made) with hexagonal heads at one end and screwed other end to be fitted with washers (02 nos.) and one hexagonal nut, length of bolt exe 5 cm and n exe 10 cm complete as specified and as directed. 88.00 s&f mild steel fabricated round bars 10mm dia as in horizontal bars for chain link fencing incl necessary hooking at ends all as complete as specified and as directed. 89.00 excavation in post hole (or similar holes) each n.exc 0.50 cum getting out returning, filling in and ramming earth around in layers n. exc 25cm watering and removed surplus soil to a distance n. exc 50m and making good surface in soft/loose soil complete as specified and as directed. 90.00 supply and fixing in repairs, pre cast cement concrete jallies, 35 mm thick, type b0 1:2:4 (using 12.5 mm graded crushed stone aggregate) including wire fabric set and jointed in cement mortar (1:4) complete as specified and as directed. 91.00 s&f in repair aluminium composit panel (acp) sheet with 1x1.5 aluminium tube over the framed/ beam of gates. acp shall meet under mentioned technical requirements:- (i) coating on front : high quality polymer resin.(ii) core : fr core (fire retardant)(iii) thickness : 4mm(0.5 mm+3.0mm+0.5mm) (iv) weight : 7.50kg/sqm(v) width: 1200mm(vi) length: 1200 to 2400mm(vii) structure: aluminium panel are protective film,clear coating pvdf,primer coating,antirust layer,aluminium skin and polyethylene.(viii) temp resistance : between -50c to +80c(note:- the quoted rate is deemded to be included necessaryy scaffolding required and joint sealing) 92.00 s & f in repair 12mm thick toughened glass fixed with double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminum alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other party made of mild steel heavy duty and stainless steel handle purpose made on both side with locking machanism and with necessary stopper etc complete all as specified and as directed. 93.00 demolition and breaking up drain pipe 75/100mm dia ( salt glazed ware, ac or pvc) of any type complete all as specified and as directed. 94.00 s&f 75 mm dia pvc (swr) pipes single socketed in any length with rubber ring joints fixed to walls including suitable clamps after every one meter of interval complete all as specified and as directed. 95.00 s&f 110 mm dia pvc (swr) pipes single socketed in any length with rubber ring joints fixed to walls including suitable clamps after every one meter of interval complete all as specified and as directed. 96.00 s&f in repairs pvc(swr) bends any radius, 75 mm bore complete all as specified and as directed. 97.00 s&f in repairs pvc(swr) bends any radius, 110 mm bore complete all as specified and as directed. 98.00 hacking out old broken glass (any thickness, size, quality or description) from wooden frames or steel, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and as directed. 99.00 s&f sheet glass 4mm thick ordinary quality and glazing with oil putty or rubeer bedding in square n. exc 0.5 sqm in each pane complete all as specified and as directed. 100.00 s&f in repairs of sink with drainage board, made out of stainless steel 1mm thick, kitchen or laboratory with plugs, washes and wastes, including bedding in cement mortar to dwarf wall or including fixing cantilever bracket and connecting union to pipe over all size (915x460)mm with bowl size (410x330x160)mm complete all as specified and as directed. 101.00 s&f in repair brass chromium plated shower rose,125 mm size fixed to 15 mm bore iron pipe complete all as specified and as directed. 102.00 s&f in repair water closet vitreous china squatting pan, orissa pattern size (580x440)mm white with integral foot rests (excluding flushing cistern and flush pipe) and including with p or s trap complete including provison of lime concrete bedding fixed in repair complete all as specified and as directed. 103.00 m&l for gunniting work to rcc work in column, flooring, side walls, beam, slab, etc by removing loose concrete cover etc, cleaning of surface with wire brush and applying epoxy paint to rusted reinforcement and s&f welded wire mesh fabric or wire net less than 95 x 95x 3 mm tied to existing reinforcement with nails,adhesive plaster grade for concrete and providing gunniting pressure 2.0/2.5kg/sqm with admixture 1 part of cement and 3.5 part of sand with average thickness 40 mm and making the surface even including 15mm thick plastering in cm 1:4 on brick or concrete surfaces including finishing the surfaces even and smooth, without using extra cement including necessary form work to be carried out,complete all as specified.(note.- wherever reinforcement required shall be measured and paid seperately) 4. structural steel steel authority of india limited (sail) brand: sail / rashtriya ispat nigam limited (rinl) brand: rinl / tata iron & steel company (tisco, or tata steel) brand: tata / m/sjindal steels and power ltd. brand: jindal 5 factory made paneled/ glazed /gauged door shutters m/s mp wood product indore, m/s jain doors pvt ltd sonipat, goyal industiral corporation new delhi, shri krishna industries, panchkula, 6 factory made flush door shutters m/s green ply industries, m/s centuary ply, m/s dura ply. mysore chip board, archid, swastik ply wood, m/s jain doors pvt ltd 7 pvc door frame/shutters sintex, rajshri plastiwood ltd, m/s dura plast extraction pvt ltd, m/s fenesta, ecocell,accucell 8 frp door frame and shutter selected products co., sintex, rajshri plastiwood ltd, accure polytec pvt ltd ,ecocell, fiberways 9 upvc window/doors fenesta, ncl veka, madhu industries, h2o solutions, yashpoly,accucel, okotech, aseco (m/s ashish industries) 10 iron mongery mowjee, m/s kitch architectural product pvt ltd, rs industries. 11 hydraulic door closer everest, universal, godrej 12 particle board(veneered & unveneered laminated)/ block board kitply, nova pan industries, new delhi, m/s green ply industries ltd, archid ply, bhutan board, dura board mysore chip board ltd 13 plywood for general purposes dura ply, archid ply, bhutan board,archid board, century, durian, mysore chip board ltd 14 decorative laminates archid lam, sunmica, merino, lam, mysore chip board,greelam 15 terrazzo tiles ntc, nitco, eurocon, duracrete 16 glazed ceramic/non skid wall/floor tiles kajaira, johnson, agl, qutone , somany, nitco, orient bell ,vitero, sunhearrt ceramik, varmora 17 vitrified tiles (polished, unpolished & glazed, normal/ anti skid) kajaira, johnson, agl, qutone , somany, nitco, orient bell,vitero,sunhearrt ceramik, varmora 18 hdpe storage water tanks sintex, supreme,plasto,polycon 19 sanitary appliances /fittings(chinaware) hindware,parryware,cera,jaquar, kohler, prayag aproyale,somany 20 water closet seats and cover (solid bakelite) thermostat moulded toilet seat cover parryware, jaquar, prayag somani,commander,cera,neycer 21 pvc flushing cisterns hindware, commander, parryware, cera ,jaquar, johnson pedar, neycer 22 stainless steel kitchen sink with or without draining board, plate rack nirali,cera,diamond,jainco,shakti prayag, (silver shine) m/s bluestar sanitary industries 23 ball valves (horzontal plunger type) dripless faucets india, flowjet , ball valves inida. 24 shower roses chromium plated (swivel type) gem,jaquar, jal 25 bath room fancy fittings jaquar,gem,marc, jalangi 26 bib taps and stop taps (cp),pillar tap, fancy fittings jaquar, parko, gem, marc 27 bathroom cabinets jaquar, cera, commander, parryware .... more in document

Local Bodies

TRN :49063895 | 21 May, 2025

Tender Value : 38.35 Lacs

Bhiwandi - Maharashtra

Tender for tender for yearly maintenance and repairing of drainage pipe line, manholes and chambers in b.n.c.m.c. limits for the year 2025-2026.

State Government

TRN :49063910 | 15 May, 2025

Tender Value : 11.66 Lacs

Parel - Maharashtra

Tender for tender for special repair work to tc bldg known as 3ab canara engineering ghatkopar f/s ward-repairs to drainage arrangement and attending leakages to pvc pipe.

State Government

TRN :49069074 | 15 May, 2025

Tender Value : 3.68 Crore

Madhopur - Rajasthan

Tender for tender for major repair and modernization of existing emrs barnala (raj) - 1 earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 sqm on plan including disposal of excavated earth up to 50 mtr. and lift up to 1.5 mtr. disposed soil to be levelled and neatly dressed : all kinds of soil 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 3 supplying and filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 5 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 6 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.m20 grade nominal mix / design mix providing m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 7 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:nt mortar 1:6 ( 1-cement : 6-sand). 8 anti termite treatment of floor using imidacloprid 30.5% ec non repellent, odorless, low dose, environmentally safe terniticide with rapid action non corrosive stain free, by drilling 12mm diameter holes 300mm apart injecting the emulsion as per specification and plugging with cement mortar 1:2 ( 1 cement : 2 coarse sand) in the whole floor area dpe 12mm dia termitube system with required number of junction boxes are to be installed. the termitube will run all along the perimeter wall both inside and outside. in the middle area the termitube to be installed at an interval of 1.00 mtr. or less both ways as required with sufficient number of junction boxes to pump the emulsion. after successful testing of termitube, pesticide emulsion of imidacloprid 30.5% ec mixed with water in the ration of 1:474 will be pumped by a motorized spray pump from the junction box in specified manner. the plinth area of the area treated will be measured for payment. 9 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : columns, pillars, posts and struts etc. 10 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 11 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mixproviding m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 12 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix 13 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to is:1786) thermo-mechanically treated bars (conforming of relevent is code) 14 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 4 (1 cement : 4 coarse sand) 15 half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75cement mortar 1 : 4 (1 cement : 4 coarse sand) 16 carriage of materials:earth,sand ,line morrum,manure or sludge , lead up to 5km 17 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 18 random rubble dry stone kharanja under floor. 19 p & f 1st quality heavy duty vitrified double charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm x 600mm 20 rough chisel dressed sandstone 35 mm thick flooring of approved shade setover 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : red sand stone (karauli stone) 21 providing and fixing marble stone flooring table rubbed, 15-18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. slabs bhaislana,abu,kishangarh zebra(black marble) above 3601 cm2 slabs 22 extra for providing edge moulding to 15-18mm thick marble/ granite/kota stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. granite/kota stone work full edge moulding 23 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 24 extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 25 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 26 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 27 providing and fixing ist quality mat finished ceremic tile size 300x300mm confirming to is : 13753 coloured tile expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler power (untile or roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). 28 providing and fixing pressed steel door frames confirming to is 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with cc 1:2:4(m15 grade) complete as directed by engineer-in-charge :profile c 29 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 35 mm thick commercial veneer both side 30 providing and fixing factory made p.v.c. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid pvc foam sheet mitred at corners and joined with 2 nos. of 150mm long brackets of 15x15mm m.s. square tube, the vertical door profiles to be reinforced with 19x19mm m.s. square tube of 19 gauge, epdm rubber gasket weather seal to be provided through out the frame. the door frame to be fixed to the wall using m.s. screws of 65/100mm size complete as per manufacturers specification and direction of engineer-in-charge. 31 providing and fixing to existing door frames. 30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc ‘c channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of 5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm width is to be stuck on the interior side of the ‘c channel using pvc solvent adhesive etc. complete as per direction of engineer-in-charge, manufacture’s specification & drawing.(for w.c.and bathroom door shutter). 32 providing and fixing of upvc casement openable windows (outward / inward): outer frame made from the extruded upvc windows profile section of size 60w x 60h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and three chamber constuction, white in finish, duly reinforced with 1.5mm thick gi section. all the four corners shall be mitered cut & thermal welded so as to form window frame. frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. fix mullion made of 60w x 80h mm upvc profile section with steel reinforcement shall be provided in windows having 2 or more openable shutters, as per the requirement. frame shall have co-extruded with epdm/tpe-e gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter.the shutter of outward openable window shall be made of size 60w x 74h mm and shutter of inward openable window shall be made of size 60w x 77h mm extruded 3 box multi-chamber upvc window profile section of white colour having outer wall thickness of 2.25mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick gi section duly mitered cut & thermal welded at all corners and fitted with upvc glazing bead of size 36 x 20mm with inner and outer co-extruded epdm/tpe-e weather seal gasket alongwith 6mm thick isi make plain float glass. all welding joints of frame and shutter shall be cleaned and milled with the cnc mechainism to provide uniform grooved finish on all visible jaints. hardware: window shutter are fixed with frame on 2.5mmthick ss301 grade friction hinge system to keep the window opened at desired angle. friction hinge also enables easy cleaning of glass on both side from the inside of building. 33 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete new plastered surface (three or more coats) 34 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 35 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provisionnew work 36 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 37 french sprit polishing : two or more coats on new work including a coat of wood filler 38 providing and fixing stainless steel railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). grade 304 39 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 40 grading roof for water proofing treatment withwater proffing compound cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 41 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 42 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 43 providing and fixing in position collapsible steel shutters with vertical m.s. channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of t-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (to be measured and paid as per outer dimension). 44 making grooves as per design in plaster 10mm to 20mm wide. 45 making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. 46 providing and laying damp-proof course with cement concrete grade m-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick. 47 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 48 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layer will be allowed to air cure for 4 hours. (ii) second layer of slurryof cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry. 49 providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with c.p. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm 50 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer- in – charge .(glazing and paneling to be paid for separately). for fixed portionpolyester powder coating aluminum( minimum thickness of powder coating 50 micron) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(cost of aluminium snap beading shall be paid in basicitem.) with float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) 53 providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 54 providing and fixing sun control film, thickness of film 1 mil visible light transmittance 4-24% & solar energy transmittance 42-51% & total solar energy rejection 37-43%of approved colour and shade , complete in all respect , at all level , as directed by engineer- in -charge. 55 providing and fixing double action hydraulic floor spring of approved brand and manufacture is : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece m.s. 56 s&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 57 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor:size 530x410mm. 58 p & f european type white glazed vitreous china 1st quality double syphonic w.c (is :2556 mark) with p or s trap including cutting and making good the wall and floor 59 p & f 15 mm. dia connection pipe of approved quality/make :600 mm dia 60 p & f kitchen & lab. sink of approved make with c.i. brackets duly painted, 40 mm c.p. waste coupling, c.p. brass chain with rubber plug, 40 mm g.i. waste pipe up-to floor level complete including cutting and making good the wall & floor : fire clay glazed kitchen sink (i.s 771-1985marked) size 600 x 450 x 250mm. 61 p & f full-way valve (is:778 mark) or wheel valve of approved make : 62 gun-metal 15mm nominal bore. 63 gun-metal 25mm nominal bore. 64 p & f looking mirrors with p.v.c. frame of approved (atul modi guard saint gobin or equivalent)size 500 x 400 mm 65 p & f towel rail or ring of approved quality/ make: 66 c.p. brass towel rail with brackets 600x 20 mm 67 c.p. brass towel ring revolving type 68 p & f grating of approved quality /makestainless steel sheet size 125 mm diaheavy quality of approved make 69 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. (concealed work including cutting chases and making good the walls etc.,) 70 15mm dia nominal bore 71 25mm dia nominal bore 72 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings, this included jointing of pipes & fittings with one step cpvc solvent cement , trenching refilling & testing of joints complete as per direction of engineer in charge.(external work). 73 15mm dia nominal bore 74 25mm dia nominal bore 75 p & f bib cock (is : 8931 mark), superior quality of approved make: c.p. brass bib cock, 15 mm nominal bore 76 p & f stop cock (is :8931 mark), superior quality & of approved make: c.p. brass 15 mm nominal bore. 77 p&f soap dish or tray of approved quality/ make. c.p. brass heavy and superior quality 78 p&f bath shower of approved quality/ make . c.p. brass of heavy & superior quality 150mm. 79 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15 mm brass (is:8931 marked)with 60 cm long thread and nut. 80 p & f ball cock (is :1703 mark) with rod & p.v.c. ball complete : brass wt.400 gm,15mm. 81 p & f pvc storage tank (is : 12701marked indicating the bis license no), of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 82 hoisting charges for each floor : 83 construction of manhole in all type of soil inner size 90 x 60 cm. 300 mm thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. depth up to 0.5 m 84 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m,10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. size 450 x 450mm depth upto0.5 m cement cover with frame 85 construction of septic tank in all types of soil with 40 cm .thick masonry in cm 1:6, 15 cm thick c.c bed of 1:5:10, m-15 gradec.c floor &rcc slab covering with m15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in cm 1:6 finished with neat floating cement, 4 nos stone foot rests of approved design ,two no. 450 mm dia each ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-size 400 x140x150 cm.(for 50 users)with 115 mm thick rcc (m-20) slab with tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect 86 construction of open surfacedrain with 112mm thick brick masonry in cm 1:4,110mm thick base concrete 1:5:10, 37mm thick m-15 grade c.c. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm drain,225mm av. depth 87 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 88 75mm dia 89 110mm dia 90 160mm dia 91 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 92 plain tee 110 mm 93 vent covel 75mm 94 plain floor trap 110mm dia 95 bend 87.5 - 75mm 96 bend 87.5 - 110mm 97 pipe clip- 110mm 98 coupler-110 mm dia 99 making connection of g.i. distribution branch with g.i. main including all fitting. beyond 25mm & upto 100mm dia 100 construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in cm 1:6, 80mm thick stone slab, jointing of slab in cm 1 : 3, ralthal, kharanja, 40 mm thick m-15 grade c.c flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: size 300 cm. dia outside & 300 cm. depth . 101 p & f water closet seat covers with brass hinges complete : solid pvc (is 2548 marked) grade-i black for ewc. 102 p & f low level flushing cistern of 10 litres capacity (is : 2556 mark) of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball (is: 1703 mark) complete including cutting and making good the wall: pvc withpvcbend and superior internal fittings as per is : 7231 . 103 p & f jet spray for water closet with c.p. copper tube flange of approved make. 104 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall : size 580 mm x 450 mm 105 p & f flush cock/flush valve (is:9758 mark) or wc of approved quality make : c.p. brass push type exposed 25 mm nominal bore. 106 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 107 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : 108 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead with cement mortar 1 :4 ( 1 cement : 4 coarse sand) 109 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 110 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 111 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15mm.brass (is : 8931 marked) 112 p & f 15 mm. dia connection pipe of approved quality/make : cp brass pipe with cp brass nuts upto length 600mm. 113 providing & fixing premium quality white glazed vitreous china sanitary wares (is:2556 mark) of approved make as per direction of engineer-in-charge including cutting and making good the wall and floor. double syphonic european w.c. with mounted w.v.c. flushing cistern of 10 litre capacity complete with all necessary internal fittings with hydraulic seat cover. 114 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 115 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 116 providing and fixing fully panelled/partly panelled/double leaf shutter frames for doors as per approved design and drawings with approved ordinary c.p./ oxidised steel fittings as per annexure - a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 35 mm thick nigeria wood grade i 117 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeold plastered surface (two or more coats) 118 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:old work (one or more coats ) two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.old work (one or more coats ) 119 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision old work 120 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 121 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 122 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 123 providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 cm long embedded in c cblock 15 x 10 x 10 cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, u shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of engineer-in –charge window openable. 124 providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. stud tied with gi staples and gi clips to retain horizontal including necessary bolts or gi barbed wire tied to angle iron all complete as per direction of engineer in charge with reinforced barbed tape (r.b.t.)/spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of ms angle, cc block shall be paid extra) 125 renewing glass panes,with putty and nails wherever necessary float glass panes of thickness 4 mm 126 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 127 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 128 earth work in excavation by mechanical means (hydraulic excavator ) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : all kinds of soil

State Government

TRN :49022549 | 12 May, 2025

Tender Value : 0

Baglan - Maharashtra

Tender for construction and repairs 15 vitta ayog development six works at deolane tal.baglan dist.nashik-repairs to sabhamandap , constructing of internal cement concrete road , repairs to zp school kitchen shed , construction of wall compound /fencing work , repairs ro pandhan road , constructing and repairs ro underground drainage providing laying and fixing pvc pipe for underground drainage etc

State Government

TRN :34432653 | 15 May, 2025

Tender Value : 0

New Delhi - Delhi

Tender for gem bids for 24 air conditioner installation and commissioning with wooden window repair painting and drainage pipe

State Government

TRN :48844150 | 15 May, 2025

Tender Value : 0

Delhi - Delhi

Tender for bids are invited for air conditioner installation and commissioning with wooden window repair, painting and drainage pipe , unitary air conditioner (window ac) (v2) as per is 1391 (part 1) total quantity : 24

Central Government/Public Sector

TRN :34418982 | 14 May, 2025

Tender Value : 48.00 Lacs

Amritsar - Punjab

Tender for repair to plaster, roof treatment, chejja, drainage pipe and certain b/r allied works in offr md accommodation , inf bn-i, inf bn-ii, inf bn-iii, otm accommodation area of age b/r-i under ge nams

State Government

TRN :34367565 | 12 May, 2025

Tender Value : 9.31 Lacs

Pathankot - Punjab

Tender for repair of rcc pipe 1 m internal dia np3 laid for drainage of the surrounding flooded water during heavy rain at rd 62250 right side ubdc hydel channel near village kataruchak

Local Bodies

TRN :48606691 | 15 May, 2025

Tender Value : 56.65 Crore

Prayagraj - Uttar Pradesh

Tender for tender for kareli - nurulla road to askari market road block c and block d housing scheme and nurulla road from mahavir chauraha to karamat ki chowki near sasur khedari river and also till the connecting road - clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per technical specification clause 201. 3 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of e-i-c. (by mechanical means). 4 i) cement concrete 5 ii) reinforced cement concrete/ r.b. 6 dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. bituminous / granular courses (by mechanical means) 7 dismantling of road gully chamber of various sizes including c.i. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 8 removing all type of hume pipes and stacking within a lead of 1000 metres including t&p, earthwork and dismantling of masonry works. 9 (i) up to 600 mm dia 10 removal of telephone / electric poles / street light / lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 11 disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. note- item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 12 dewatering using 10hp to 70hp diesel engine pump set including hire charges, cost of diesel, engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (hire charges for diesel pump set for 10 hp) 13 [b] bill no. 2 - earthworks 14 excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m 15 removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 16 i) lead upto 1000 m 17 ii) lead upto 8000 m 18 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. 19 mechanical means (depth upto 1.5 m) 20 i) excavation 21 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 22 [c] bill no. 3 - development of carriageway 23 stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with irc-sp-72-2015 , irc-37-2012 & 2018 and irc sp 89 (part ii) 2018. cementitious additive @ rate of minimum 5 - 7% and ccs/cs additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. the additive spreader shall have variable working width sufficient to cover whole pavement lane. the in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. the resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per irc 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. the entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. the tandem roller be followed by pneumatic tyre roller. the minimum unconfined compressive strength (ucs) of stabilized sub base/ base should be 4.5 to 7 mpa after 7 / 28 days of curing as per irc-sp- 72-2015 , irc-37-2012 & 2018 . also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the gradation mixes and materials should be as per irc 37-2012 & 2018 and irc sp 89 (part ii) 2018. the train of equipments to be used are binder spreader- water tanker- additive truck- recycler- padfoot roller (20 tonne) + single drum compactor- grader- tandom roller- pneumatic tyreroller (20 tonne) 24 sami layerproviding and laying stress absorbing membrane interlayer (sami)/bitumen impregnated geotextile layer after clearing of the road surface geotextile conforming to physical requirements of claues 703-3, laid over a tack coat of paving grade bitumen 80- 100 penetration, laid at the rate of 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface. 25 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (tack coat on bituminous surfaces ) 26 providing and laying 40mmthickbitumencarpete(b.c.) with 100-120 tph hot mix plant producing and average output of 75 tonege par hour using crushed aggregates of specified grading premixed with bitumen binder(vg-30) @ 5.40% of mix as per most specification clause. etc all comp of work. 27 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from aggregat aggregate natural sources, portland pozzolana/ordinary portland/portland slag cement, admixtures in recommended proportions as per is: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads as per direction of the engineer-in-charge; for the following grades of concrete.note: extra cement up to 10% of the minimum specified cement content in design mix shall. be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 28 m.s. (tor steel or plain) in plain work such as rcc or rb work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. excluding gst (sor-504). 29 [d] bill no. 4 - pedestrian infrastructure (footpath) 30 sand filling in foundation trenches as per drawing & technical specification and as per direction of engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.) 31 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (pcc below all paving area, kerb channel, road edge kerb, table top, property edge beam) 32 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 33 i) for grading-i material 34 plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications, pcc grade m30using batching plant transit mixer & manual placing(80 mm thickness) r & manual placingand giving broom finish. (pcc with broom finish thickness 80 mm) 35 providing and laying 75mm thick m-30 grade batch mix cement concrete and applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the engineer-in-charge. the process shall include the following:-the concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. the approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. the approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. these stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.after stamping, the curing shall be done as per manufactures specifications. after initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per theequirement. the surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.the construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (pu) polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (cost of concrete for flooring is not included in this item which shall be paid separately.) 36 80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 37 supply and fixing of tactile indicators made from ss-304 grade stainless steel. warning tactile indicator shall be installed on the walking surface in a raised grid pattern of dots or stud. minimum 36 studs to be placed in 300x300 mm area. dimensions - 35mm outer dia x25mm inner dia, stem dia 8mmx12mm, weight - 28grm.all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property, all complete as per direction of engineer-in-charge. 38 supply & fixing of tactile indicators made from ss-304 grade stainless steel. directorial tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300x300 mm area. dimensions-280mm l x 35mm w x 4.5mm, stem dia 8mmx12mm, weight - 250grm all the indicator will be installed into correctly drilled holes and place any suitable adhesive, all the indicators shall be aligned property., all complete as per direction of engineer-in-charge. 39 providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to is : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer-in-charge 40 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (dsr-11.20) 41 providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of engineer-in-charge. (saucer drain along the road edge, curved kerbs at property entry/exit, curved kerbs at side roads) 42 providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 43 cc grade m20 using batching plant transit mixer & manual placing all complete as per direction of e-i-c. 44 [e] bill no. 5 -parking 45 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) 46 i) for grading-i material 47 supplying and filling in plinth with sand under floors/in trenches, including watering, ramming, consolidating and dressing all complete with material (from source to site), labor and t&p etc. required for proper completion of the work. (including royalty). 48 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. (pcc) 49 providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge.80 mm thick c.c. paver block of m-35 grade with approved color design and pattern. 50 [f] bill no. 6 -cycle track 51 nil 52 [g] bill no. 7 - traffic signs, markings and other road appurtenances 53 providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow ms tube posts/horizontal members/bracings covered with 1.63mm thick ms sheet. the sheet shall be fixed with 30x5mm ms flat by suitable welding/riveting. the panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. ms channel islc 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long ms angle 40x40x6mm bracing. suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. the work shall be executed as per drawing/direction of engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the engineer-in-charge. the barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. the barricading shall not be removed without prior approval of engineer[1]in-charge.(note :- one time payment shall be made for providing barricading from start of work till completion of work i/c shifting. the barricading provided shall remain to be the property of the contractor on completion of the work). 54 reflective raised pavement markers (cat eye/ road stud) supply and fixing of raised pavement marker with made of plastic body of rpm/ road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-impact polystyrene) or acrylonitrile butadiene styrene (abs) or any other suitable material approved by the engineer. the marker shall support a load of 13,635 kg tested in accordance with astm d4260. the reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. lenses shall be moulded of methyl methacrylate conforming to astm d788 of equivalent. the slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $q.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm the base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. in case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the engineer , at his own cost. the rate shall include all materials, labor, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge, 55 rpm with shank 56 solar power road marker the solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with astm d4280. its color may be white, red, yellow, green or blue or combination as directed by the engineer. its water resistance shall meet the requirements of ip 65 in accordance with is: 12063:1987 category 2 for the protection against water ingress. the dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. it shall have super bright leds so as the provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 hz. its should be able to give the prescribed performance in the temperature range of -40 degree c to +55 degree c. its life shall be not less than 3 years. the rate shall include all material, labor, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 57 r.cc work (1:1.5:3) (m-20) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone grit with the proportion of (1:1.5:3)including all complete the work (morth ra-12.8 c, case-ii) 58 m.s. or iron work plain or tor for rcc work including cutting, bending, rivetting or welding etc. where necessary. excluding gst (s.i.no-504) 59 painting two coats on new concrete surfaces - painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 60 m.s. or iron work of heavy sizes section such as trusses, built up gates, record racks, roof work, gates etc. including rivetting or welding where necessary. excluding gst (s.i.no-503) 61 painting of m.s. grill with enamul paint etc all complete work. (s.i. 15.15 new item no.) 62 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 63 providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting type-ivvide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm 6mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45cm 45cm60 cm, 60 cm below ground level as per the approved drawing. the retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors weathering and its having passed these tests shall be obtained from international/ government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should be also obtained from indian condition within 3 years of launching ofproduct by the manufacturing abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirement from a reputed laboratory in india can be accepted provisionally. in such a situation , the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of 3 years outdoor weathering of the sheeting as per irc 67:2012 . legends, letters, numerals, and borders etc. should be as per mort&h specification 801.3.7. proof of the same in form of government reports shall be uploaded while quoting tender. 64 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 65 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) 66 60 cm circular with diffinitation plate size (20cm x 60 cm) 67 80mm x 60mm rectangularwith diffinitation plate size (20cm x 60 cm) 68 60 mm x 45 mm rectangularwith diffinitationplate size (20cm x 60 cm) 69 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) 70 90 cm high octagon 71 direction and place identification signs up to 0.90 sqm size board providing and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/ client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. 72 direction and place identification signs with size more than 0.90 sqm size boardproviding and erecting direction and place identification retro-reflectorized sign as per irc-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. alternatively, a certificate conforming to astm specification (d4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012. legends, letters, numerals and borders etc. should be as per mort&h specification no-801.3.7. sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with m-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. 73 providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per irc :67 74 brick masonry work in cement mortar 1:4 (1cement: 4 coarse sand) in foundation complete with cement concrete bricks procured from c&d waste recycling plant baswar excluding pointing and plastering, as per drawing and technical specifications. 75 struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus.sor 2022 si no574 76 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand)and as per direction of engineer in charge. 77 finishing walls with ready mixed premium acrylic emulsion paint (company depot tinted) having volatile organic compound (voc)less than 50 gm/liter and uv resistance as per is 15489:2004, alkali, & fungal resistance, dirt resistance exterior paint of required shade with silicon additive(for painting wall, street furniture) new work (two or more coats applied @1.43 liter/10sqm over and including priming coat of exterior primer applied @ 0.90 liter/10 sqm) 78 supplying and fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm x 25 mm and 1.6mm thick. length of bench should not be less than 6 ft (end to end of castiron support). 79 [h] bill no. 8 - utility and street light cabling 80 plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(pcc below pipe of storm water, sewer, water, inspection chamber for storm water, telecom chamber, power chamber and sewer) 81 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (storm water, sewer) 82 600 mm dia rcc pipes 83 providing of 7- way 40mm multi ducts with solid permanently solidly lubricated silicone in inner layer for ict fiber cables conforming to astm f 2160, astm d 2444 and /or equivalent indian standard. external sheathshall be in orange colorand shall be free from visual defects like blisters, shrink holes,flaking, scratches, groove lines & surface roughness. the color of the 7 nos. plb hdpe ducts shall be green, blue, yellow, brown, violet, grey , red for differentiation. outer sheet thicknessshall be 1.2mm +/-0.2mm. the inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. wall thickness(mm) of each of the ducts excluding rib height shall be 2.9mm +/- 0.3mm. iso requirements- iso 9001, 14001, 18001, complete as per specifications and directions of engineer-in-charge. (7 way multi utility duct for ofc) 84 supply of hdpe pipe of size 110mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.110mm dia hdpe pipe pn-6 class pe-100 85 supply of hdpe pipe of size 63mm for distribution system conformingn to latest/ relevant i.s. 4984/1995 specifications with all jointing materials and specials conforming to latest /relevant i.s. specifications including f.o.r. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of engineer-in-charge.63mm dia hdpe pipe pn-6 class pe-100 86 rcc grade m20 using batching plant transit mixer & manual placing ( side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water) 87 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class b125 having minimum load capacity 125 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. 88 supply and installation on site - recessed double seal ofwith a clear opening of750750 mm di manhole cover and frame(material- ductile iron grade 500/7) of class d400 having minimum load capacity 400 kn load as per en124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by engineer in chargedesign approved by engineer in charge. (storm water) 89 supply and fixing gully grates red 048 grh – 300 750mm d.i. gully grate & frame in d400 load class , as per bs en 124 black bitumen paint, all complete as per direction of engineer-in-charge. 90 constructing rcc rectangular type manholewith a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of m-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of e-i-c. 91 restoration of water pipeline in case of damage 92 [i] bill no. 9 - horticulture / landscaping works 93 trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 94 supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 95 supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 96 mixing earth and manure in specified proportion or as directed. 97 rough dressing the trenched ground including breaking the clods. 98 fine dressing the ground 99 spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 100 uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 101 providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 102 preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of officer-in-charge. 103 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 104 providing and stacking of nauclea cadamba (kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 105 providing and stacking of nyctanthes arbor-tristis (hasingar) of ht. 90-105 cm in earthen pots of size 20 cm as per direction of the officer-in-charge. 106 providing and stacking of terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 107 providing and stacking of plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 108 providing and stacking of plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size hdpe bags as per direction of the officer-in-charge. 109 providing and stacking of ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 110 providing and stacking of ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 111 providing and stacking of duranta golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge.. 112 providing and stacking of tradescantia zebrina having in 15 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 113 providing and stacking of wedelia trilobata,full of leaves in 15 cm size ofpoly bags & as per direction of the officer-in-charge. 114 providing and stacking of asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of earthen pot / plastic pot & as per direction of the officer-in-charge.. 115 providing and stacking of ophiopogon jaburan ( variegated ), full of variegated leaves in earthen pot/plastic pot of size 20 cm. as per direction of the officer-in-charge. 116 providing and displaying of croton petra bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of earthen pot/plastic pot & as per direction of the officer-in-charge. 117 providing and fixing ms iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos (25 x 6 mm) and 8 nos (25 x 3 mm) vertical ms riveted to 3 nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. 118 street light works (excluding gst) 119 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 mtr length) on rcc foundation including the cost of foundation, foundation bolts, excavation & back filling and required t&p complete in all respect 120 supply and fixing of led street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. confirming to ip 66 protection complete in all respect. cat: aaa 121 supply and laying of 16 sq.mm. 4 core aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 122 supplying and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 123 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 124 making connection of each street light by s/l 1.5 sqmm frlsh copper wire complete as per direction of engineer in charge. 125 supply & fixing of 9 mtr gi octagonal pole of approved make (top dia 70mm, bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 mtr length each ) on rcc foundationincluding the cost of foundation, foundation bolts, excavation & back filling and required t&p completee in all respect. 126 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 127 supply and fixing for automatic street light cubical control juction box painted with anti-corrosive alkali and acid proof pait consisting of 6 amps mcb (b - curve) complete in all respect 128 supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 129 supply and fixing of 40 amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 130 supply and laying of 32 mm x 6 mm g.i. strip from earth electrode directly in the ground as required complete in all respect. 131 supply/ erection of surface mounted decorative pole 4500 mm long having base plate 300x300x12 mm with the bottom dia 139 mm upto 1 mtr long with the thickness of 3.6 mm and the top dia is 76 mm upto 3.5 mtr. log. decorative pole made out of galvanized iron tube with cast aluminium embellishments. the poles are painted with polyturetnane paint. the pole have service window at the bottom on the pole for housing the mcb and terminal strips and as per attached drawings. 132 s/f of single arm decorative bracket 100 mm long made of cast iron/ aluminium embellishments painted with polyturetnane paint. 133 supply of led decorative drop down light made of aluminium housing fitted with polycarbonate diffuser having 500 mm dia with 70 w. 134 supplyandlayingof aluminiumconductorpvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core 135 supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering instrument & instrument box with cts etc. in case of tpn, complete in all respect. 40 a tpn 136 supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer-incharge. 16 sq. mm 137 supply & laying of 63 mm dia (od-63 mm & id- 51 mm nominal) dwc hdpe pipe isi marked along with all accessories like socket, bend, couplers, etc. conforming to is 14930, part ii complete with fitting and cutting, jointing, etc. direct in ground (75 cm below ground level) including excavation & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. 138 supply and laying 6 swg g.i. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with gi thimble etc. as required. 139 supply and burring of safe earthing electrode t-39 (hot-dip galvanized), length up to 3000mm, outer pipe 76mm inner dia38mm terminal dia 12 mm ,outer gipipe of 16 swg and inner gi pipe of 12 swg withhot dip galvanization up to 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square c.i. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cost of 25 x 3 gi. strip will be extra) make: as approved in u.p. p.w.d., & c.p.r.i. certified. 140 part - b utility shifting (including gst) 141 converstion of lt overhead line by underground lt line 142 lt xlpe insulated cable of size 3.5x400 sqmm. 143 lt xlpe insulated cable of size 3.5x240 sqmm. 144 lt xlpe insulated cable of size 3.5x150 sqmm. 145 lt xlpe insulated cable of size 3.5x70 sqmm. 146 9 mtr long stp 147 hdpe pipe 140mm dia peb0, pn-6 148 hdpe pipe 120 mm dia peb0, pn-6 149 hdpe pipe 75 mm dia p880, pn-6 150 aluminium crimping lugs 400sqmm 151 aluminium crimping lugs 240sqmm 152 aluminium crimping lugs 150sqmm 153 aluminium crimping lugs 70sqmm 154 6 swg g.l. wire for earthing along cables. 155 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x400 sqmm. lt cable 156 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x240 sqmm. lt cable 157 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x150 sqmm. lt cable 158 cable end termination using total double compression brass glands and crimping type cu. thimbles for 3.5x70 sqmm. lt cable 159 main lt panel at sub station- 400 kva (type a-2)lncomer- 1 set of 800 amp. tp mccb with spreader & extended handlemetering on lncomer - 1 set of digital ammeter with ass- 1 set of digatal voltmeter with vss- 1 set of led type phase lndicating light (22.5 mm.)with control mcbsoutgoing- 6 set of 250 amp. tp mccb with spreader & extended handte( 5 nos. + 1 no. for capacitor panel)- 2 set of 100 amp. tp mccb with spreader & extended handle 160 main lt panel at sub statton- 250 kva (type a-2) lncomer- 1 no. 630 amp. tp mdo acb with inbuilt mpr release with i ontoff tnai.ating lightmetering on lncomer - 1 set of digital ammeter with ass- i set oldigital volt-meler wirh vss- 1 set of led type phase indicating light (22.5 mm.j with control mcbs outgoing - 5 set of 250 amp. tp mccb with spreader & exrended handle- 2 set of 100 amp. tp mccb with spreader & extended handle flnstallation oflt distribution boards for lt underground system (type a,b&cj) 161 supply , installation, testing & commissioning of outdoor type feeder pillar panetto be made of 2 mm crca sheet and covers will be j.6mm crca sheet dulypowder coated paint with 300 amps al. busbar. (type-b2)lncomer - 250 amp. tp mccb - 1 no.outgoing - 63 amp. tp mccb - 5 nos.lnstallation of lt distribution boards forlt underground system (type-a, b & c) 162 outdoor type feeder pillar panel to be made of 2 mm crca sheet and covers will be 1.6mm crca sheet duly powder coated paint with 300 amps al. busbar. [type-b3] incomer - 100 amp. tp mccb - 1 no. outgoing - 63 amp. tp mccb - 4 nos.lnstallation of lt distribution boards for lt qnderground system [tvpe-a, b & cl 163 lockable distribution boxes of size 450x400mm with bus bar 100 amp. tpn to feed upto 10 houses (type c) 164 xlpe lt service armoured cable for single phase,2x6 sq. mm.(pvc armoured consumer service cablel 165 xlpe lt service armoured cable for single phase,2x10 sq. mm.(pvc armoured consumer service cablej 166 xlpe lt service armoured cable for three phase,4x10 sq. mm.[pvc armoured consumer service cablel 167 xlpe lt service armoured cable for three phase,4x1.6 sq. mm.(pvc armoured consumer service cablel 168 xlpe lt service armoured cable for three phase,4x25 sq. mm.(pvc armou[ed consumer service cable) 169 pvc pipe 32 mm dia 170 pvc pipe 50 mm dia 171 electronic kwh meter 1px2w with box. for single phase consumer 172 electronic kwh meter 3px4w static meter with box.for three phase consumer 173 carriage , laying of 3.5cx400 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 140 mm dia. 174 carriage, laying of 3.5cx150/240 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 1.20 mm dia. 175 carriage ,laying of 3.5cx70 sq.mm size lt xlpe insulated cable underground in hdpe pipe size 75mm dia. 176 painting of stp incuding paints [2 ltr red oxide and 2 ltr alluminum paint for each pole.l 177 grouting of st pole 178 cartage , erection and dismentling charges 22% of materials cost 179 conversion of 11kv overhead/underground line by 11kv line underground 180 11 kv cable size 3x185 sq.mm xlpe 181 stp 11m-is 410 sp-55 182 g.l pipe 4 dia 183 top channel 100x50x2240 mm 184 hdpe pipe 160 mm dia pe 80, pn-6 185 service clamp o/s 186 clamp for fixing pipe to pole 187 11 kv cable jointing kit size 3x185 sq.mm xlpe o/d 188 11 kv cable jointing kit size 3x185 sq.mm xlpe s/t 189 earthing complete. 190 m.s. nut & bolt with washer 191 bracing angle 65x65x6x2700 mm with clamp 192 stone pad 193 number plates with clamp 194 danger board & clamp with bolts & nuts 195 stay complete 196 g i barbed wire 197 carriage , layrng of 3x185 sq.mm size 11 kv xlpe insulated cable underground in hdpe pipe dia 160 mm. 198 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 199 grouting of st pole 200 grouting of stay set 201 cartage , erection and dismentling charges 22% of materials cost 202 conversion of 33kv overhead/ underground line by 33kv line underground 203 cable al. 3x300 sq.mm. xlpe 33 kv 204 stp 11m-is 410 sp-55 205 g.l pipe 6 dia 206 m.s.top channel 100x50x2240 mm 207 hdpe pipe 200 mm dia pe 80, pn-6 208 service clamp o/s 209 clamp for fixing pipe to pole 210 bracing angle 65x65x6x4300 mm with clamp 211 33 kv cable jointing kit 3x300 se mm outdoor 212 33 kv cable jointing kit 3x300 se mm straight through 213 earthing of pole by ms earthing rod of 2ox25o0 mm & 6 swg earthr.ng wire etc. 214 m.s. nut & bolt with washer 215 number plates with clamp 216 danger board & clamp with bolts & nuts 217 stay complete (stay rod 15x1800mm, stay wire 5 kg,, stay clamp, boult & nut rvith grouting 218 daner bqard barbed wire includin jumpering 219 carriage , layrng of 3x300 sq.mm size 33 kv xlpe insulated cable underground in hdpe pipe dia 200 mm. 220 painting of stp incuding paints (2 itr red oxide and z lt. allrn inrm pal,1t for each pole.) 221 grouting of st pole 222 grouting of stay set 223 cartage , erection and dismentling charges 22% of materials cost 224 installation of 250 kva transformer on dp for the shifting of 3 no. 250 kva. 9 no.400 kva & 3 no. 630 kva transformer 225 stp 11m-is 410 sp-55 226 ms channel 100x50x2240 mm 227 service clamp for round pole 228 m.s. bolt and nuts off size with washer 229 l.t. cable 3.5ox4oo so m 230 ltxlpe insulated,unarmoured aluminium singlc corc cable,1x240sq. mm.sizc 231 lt xlpe insulatcd,unarmoured aluminium singlc core cablc,1x400 sq. mm.size 232 earthing of 250 kva t/f with g.i. pip[ 233 earthing rod complet. 234 1 1 kv d.o. fi]se sets 235 1 1 kv tpmo 236 d.d. wire 70 qs mm 237 250 kva t/f 238 l.t. cubical b0x complete 239 l,t. cable 3.50x240 sq mm 240 stay set complete, 241 aluminimum lug 70 sqmm 242 aluminimum lug 240 sqmm 243 aluminimum lug 400 sqmm 244 pvc tape 245 t/f bushing connector of copper strip 246 labour , cartage & errection charges and dismentaling of existing t/f 247 dismentling and cartage from site to store charges 7% (other misclenous charges)

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