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

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Central Government/Public Sector

TRN :34427486 | 15 May, 2025

Tender Value : 0

Nasikcity - Maharashtra

Tender for gem bids for 72 titanium alloy sheet8.27* 11.69 for firewall repair

Central Government/Public Sector

TRN :34428191 | 15 May, 2025

Tender Value : 0

Nasikcity - Maharashtra

Tender for gem bids for 24 titanium sheet

Central Government/Public Sector

TRN :49068676 | 28 May, 2025

Tender Value : 20.00 Lacs

Bikaner - Rajasthan

Tender for tender for welcome maintenance to officers md accommodation at af station nal; 1 demolition of brick or stone masonary built in cement mortar incl all quoins, arches, pillar etc. complete all as specified and directed. 2 material and labour brick work with sub class -b bricks old size, straight or curved on plan exc 6m mean radiusbuilt in cm 1:6. complete all as specified & directed. 3 all as per serial item no. 2.00 (here in before) but as in half brick thick walls built in cement mortar 1:4. 4 taking down chawkhat or frame with shutter (without taking off shutters from the frames) not exc 1.5 sqm each complete all as specified and directed. 5 taking down chawkhat or frame with shutter (without taking off shutters from the frames) exc 1.5 sqm but not exc 4.0 sqm each complete all as specified and directed. 6 taking down door shutter of any description exc 1.00 sqm but n. exc. 2.00 sqm each complete all as specified and directed. 7 taking down wooden shutters of any description exc 1 sqm but n.exc 2 sqm each from chowkhat and re-fixing in same opening after re-securing or easening and adjusting including repair of hinge as required complete all as specified and directed. 8 s&f solid pvc door frame of size 50mm x 47mm made out 5mm both side prelam pvc sheet used instead of plain colour pvc sheet & edges will be painted to match with prelam sheet re-inforced with ms square tube complete all as specified and directed. 9 m&l for factory made solid panel pvc door shutter 30mm thick (style) consisting of frame made out of ms tubes 40mm x 20 mm for top and bottom rails ms frame shall be covered with heat moulded prelam pvc ‘c’ channel having a pvc sheet strip of 20mm width stuck inside with solvent cement for stiles and prelam colour pvc sheets for top rail lock rail & bottom rail on either side and as gap insert for top rail & bottam rail both side prelam pvc sheet used instead of plain colour pvc sheet. stile and rails feathered at edges paneling of prelam solid pvc sheets 10mm thick to be filted in msframe 40 x 20 mm welded, sealed to the stiles and rails with suitable pvc sheet beading, and jointed together with the solvent cement complete all as specified and directed. 10 s&f 1.25 mm thick pressed steel frames of size 125mm x 60mm for double doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc including filling back hollow with pcc 1:3:6 type c-0 using 12.5 mm graded stone aggregate complete all as specified and directed. 11 s&f 1.25 mm thick pressed steel frames of size 105mm x 60mm for double doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc including filling back hollow with pcc 1:3:6 type c-0 using 12.5 mm graded stone aggregate complete all as specified and directed. 12 s&f 35 mm thick 2nd class hard wood factory made plain framed, pannelled shutter (any number of panels) with panel of timber flat on both sides (feather edged) or of 12mm thick bwp commercial plywood with commercial face veneers, supplied and fitted complete all as specified and directed. 13 supply and fixing glazed and gauged skeleton factory made shutters35mm thick, 2nd class hard wood hollockopen rebated and prepared to receive glass, gauge etc (with sash bars) edges of framing plain chamfered or rounded fitted with cutand mitred beads for securing glass etcincl priming coat. the size of member of shutters as spfd in ssr part-1 section 8 clause 8.20 (b) incl kiln seasoned and chemically pressure treated, complete all as specified & directed. 14 s&f30mm factory made thick flush shutters, solid core construction,with particle board coreand plywood face panels,commercial type on both face is covered with decorative face veneer with lipping/frame to match sides includeforthe provision of suitable blocks for taking mortice locks, latches, or other fittings complete all as specified and directed. 15 s&f butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised, 100mm size, isi marked, complete all as specified & directed. 16 supply and fixing200mm size aluminium anodised barrel tower bolts of extruded section, complete all as specified and directed. 17 supply and fixing 150mm sizeextruded aluminium alloy handles, fabricated type, anodised aluminium handles, complete all as specified and directed. 18 supply and fixing 300 mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified & directed. 19 supply& fixingas in repairfloor door stopper of aluminium alloy body and tongue, overall length of cover plate 140 mm anodised with hard drawn steel spring, fixed to door shutters,complete all as specified and directed. 20 supply and fixing galvanised stainless steel wire cloth 0.45mm nominal dia of wire and width of aperture 1.40mm and fixed with tinned tacks or galvanised wire stapples/ screws in metal surrounds as required fixedcomplete all as specified and directed. 21 all as per description of serial item no. 20 here in before but as in repair 22 hacking out old broken glass of any thickness/size of any description from wooden frames/metal frame glazed with putty or fixed with beads all as specified. 23 supply and fixing 3mm thick sheet glass, ordinaly quality and glazing with oil putty or secured with spring clips in metal surrounds as required in square n exc 0.5 sqm in each pane , complete all as specified and directed. 24 all as per description of serial item 23 here in before but figured glass, pin head type. 25 s&f as in repairs door closer hydraulically regulated cast iron body, designation no 2, universal type, suitable for door shutters of size 701 to 850 mm in width and of weight between 36 to 60 kg,complete all as specified and directed. 26 s&f as in repair mild steel 300mm, ordinary rat tail rod pattern springs, including roller and roller pleat complete all as specified and directed. 27 s&f in repair stainless steel (grade 305) curtain rods 25mm dia 0.80mm wall thickness mild steel chromium plated incl supporting brackets complete all as specified and directed. 28 s&f in repair stainless steel (grade 305) ornamental type brackets (open ends) suitable for curtain rods of 25mm dia all as specified and directed. 29 s&f in repair stainless steel (grade 305) brackets (dead ends) suitable for curtain rods of 25mm dia all as specified and directed. 30 demolition of cement concrete in any positionand removing the rubbish outside mod land complete all as specified anddirected. 31 m&l for pcc (1:3:6) type c-2, using 40mm graded stone aggregate as in plinth protection 75mm thick laid in bays including all necessary form work, finishing exposed edges fair and providing 10 mm wide joints throughout the thickness of plinth protections duly filled with matic filling(one part of hot bitumen 85/25 and three parts of sand)and surfaces finished even & smooth without using extra cement complete all as specified . 32 m&l 25mm thick pcc 1:2:4 type b-0(using 12.5mm graded stone aggregate)as in sub base of floor surface finished even rough to receive floor topping complete all as specified and directed. 33 dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc.laid bedded and pointed in any mortar complete all as specified and directed. 34 m&l for granite (of any type)slab 18-20 mm thick machine cut ,bedded and jointed with gray cement slurry and pointed with white cement as in floors/ cooking plateform, with admixiture of pigment to match the shade of granite stone including grindingand polishing complete over and including20 mm thick screed bed in cm 1:6 complete all as specified . 35 m&l for granite (of any type)slab 18-20 mm thick machine cut , jointed with gray cement slurry and pointed with white cement as in vertical surfaces / dado / skirtingwith admixiture of pigment to match the shade of granite stone indluding grindingand polishing complete over and including10 mm thick backing coat in cm 1:4 complete all as specified . 36 m& l green marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade, including grinding and polishing providing edge moulding to 18-20mm thick stone of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete complete complete all as specified and directed. 37 dismantling floor, hearth or wall tiling incl cement mortar bedding (but not backing) and rubbish off the premises complete all as specified. note:-the demolished material should be disposed off out side the mod land. the contractor shall quote his rates considering the above element 38 material and labour for glazed ceramic coloured tiles 7 to 8mm thick (square/rectangular )in vertical surface area of each tile exceeding 0.13 sqm but not exceeding 0.18 sqm thick set & jointed in neat gray cement slurry and pointed with coloured cement to match,the sahde of tiles laid over and including 10mm thick rendering in cm 1:4 complete all as specified and directed. 39 material and labour non-skid, ceramic coloured tiles 7 to 8mm thick (square/rectangular ) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm,as in floors, set and jointed ingray cement slurry and pointed in white or coloured cement to match with the shade of tiles laid over and including 15mm thick screed bed or bedding layer in cm 1:6 as specified and directed. 40 material and labour non-skid, ceramic, coloured tiles 7 to 8mm thick (square/rectangular ) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm,as in floors, set and jointed ingray cement slurry and pointed in white or coloured cement to match with the shade of tiles laid over and including 15mm thick screed bed or bedding layer in cm 1:6 as specified and directed. 41 material and labour non-skid, ceramic, coloured tiles 7 to 8mm thick (square/rectangular ) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in skirting, set and jointed ingray cement slurry and pointed in white or coloured cement to matchthe shade of tiles laid over and including 10mm thick backing coat on fair faces of brick work or concrete surface in cm (1:4) complete all as specified and directed. 42 m&l for vitrified light shade ceramictiles9 to 10 mm thick polished,area of each tile exc 0.18 sqm andn exceeding 0.36 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in cm 1:6 complete all as directed by engr-in-charge. 43 all as per ser item no.42 (here in before) but as in skirting laid over and including 10mm cement backing in cm 1:4. 44 material and labour for repairing of soffits of slabs/chajja, facia and similar works by dismantling of loose/ disintegrated portion of rcc upto 7.5 mtr heightand in any sitution, including provn of support,formwork and welding of reinforcement and fixing in position and with provision of weld mesh, applying dubbing 1st coat of 20 to 25mm thick in cm 1:3 finished rough and finishing coat of 10mm thick in cm (1:3) finished even and smooth without using extra cementover and including cement slurry @ 3 kg/sqm, finished even and smooth to desired shapeand applyingtwo coats of weather proof exterior emulsion paint over a coat of arylic resistant primer to match with existing surfaces complete all as specified and directed.(weld mesh measured and paid sepatrtely)note:-(i) unit rate of this item includes the cost of scaffolding, formwork etc. and nothing extra shall be paid on account of variation in height.(ii) for payment purpose, the area of finished plaster in 2nd coat shall be considered. 45 material and labour for hard drawn steel wire fabric (weld mesh) of weight not less than 3 kg/ sqm and not exc 4 kg/ sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcemnt including necessary fixing arrangements etc complete all as specified and directed. 46 taking down cementplaster of any description on brick wall surfaces etc including raking out joints hacking for key , scrubbing down down with water etc complete all as specified and directed. note:- the demolished materials should be disposed off at a site as described by the eng-in-charge. the contractor shall quote his rates considering the above element. 47 m&l for rendering 10 mm thick on ceiling (brick or concrete surfaces)in cement mortar 1:4 and surface finished even and smooth without using extra cement complete all as specified and directed. 48 m&l for rendering 15mm thick on brick or concrete surfaces in cement mortar 1:6, finishing surfaces even and smooth without using extra cement complete all as specified and directed. 49 m&l forrendering 15mm thick on brick or concrete surfaces other than fair face of brick work in cement mortar 1:4, finishing surfaces even and smooth without using extra cement complete all as specified and directed. 50 m&l for applying three coats of white wash on newly plasteredsurfaces of ceiling including preparation of surfaces complete all as specifed and directed. 51 m&l for preparation of newly plastered or unplastered surfaces of walls and applying two coats of exterior acrylic emulsion in any pattern (approved by ge), paint over and including a coat of exterior primer complete all as specified and directed. 52 m&l for preparation of newly plastered or unplastered surfaces of walls and applying two coats of oil emulsion distemper white or tinted over and including a coat of primer complete all as specified and directed. 53 material & labour for prepapration of new or previously untreated surfaces of wood or wood based materials of any description not otherwise described over 10cm width or girth & applying two coats of synthetic enamel paint over & including a coat of pink primer comlplete all as specified and directed. 54 material & labour for prepapration of new or previously untreated steel or iron surfaces of any description not otherwise described over 10cm width or girth & applying two coats of synthetic enamel paint over & including a coat of red oxide primer comlplete all as specified and directed. 55 material and labour for preparation of plastered or unplastered old decorated surfaces of walls incl pillasters and cornices etc. incl brooming down with steel wire brushing scrapping down smoke soot moulds moss and efflorescence salts and trading oil and grease spot, washing etc. and applying one coat of white lime wash complete all as specified. 56 material and labour for preparation of plastered or unplastered old decorated surfaces of ceiling etc. incl pillasters and cornices etc. incl brooming down with steel wire brushing scrapping down smoke soot moulds moss and efflorescence salts and trading oil and grease spot, washing etc. and applying one coat of white lime wash complete all as specified. 57 material and labour for preparation of plastered or unplastered old decorated surfaces of walls incl pillasters and cornices etc. incl brooming down with steel wire brushing scrapping down smoke soot moulds moss and efflorescence salts and trading oil and grease spot, washing etc. and applying one coat of oil bound distemper complete all as specified & directed. 58 material and labour for comple removal ofold decorated surfaces of walls incl pillasters and cornices etc. incl brooming down with steel wire brushing scrapping down smoke soot moulds moss and efflorescence salts and trading oil and grease spot, washing etc. and applying two coats of oil bound distemper complete all as specified & directed. 59 m&l for complete removal of existing treatment on walls and applying two coat ofoil bound distempe paint interior gradeover & including a coat of alkali resistant priming paint over 7 including two layer of birla wall putty (min thickness 3mm) incl filling in craks etc to achieve a uniformsmooth finish incl preparationof surfaces complete all as specified & directed . 60 material and labour for preparation of plastered or unplastered old decorated surfaces of walls incl pillasters and cornices etc. incl brooming down with steel wire brushing scrapping down smoke soot moulds moss and efflorescence salts and trading oil and grease spot, washing etc. and applying one coat of plastic emulsion complete all as specified & directed. 61 m&l for preparation of old painted surface of wood and wood based materials of any description not otherwise described over 10 cm. width or girthshallapplying one coat of synthetic enamel painting overthe wooden surfaces all as specified & directed. 62 m&l for preparation of old painted surfaces of steel and iron work of any description exc 10 cm width or girth applying one coat of synthetic enamel paint on steel surface all as specified. 63 taking up or down 15 mm bore steel tubing & connections including clearing for refixing or removal to store complete all as specified and directed. 64 all as perserial item 63 here in before but 20m bore tubes 65 supply and fixing15mm bore tubes “medium grade”, galvanized, with and including all fittings and fixed completetowalls and ceilings or laid in floors,complete all as specified and directed. 66 all as per serial item 65 here in before but 20m bore tubes 67 s&f as in repair pillar taps long body fancy type quarter turn with capasten head chromium plated screwed down high pressure with without lettered hot or cold with long screwed shanks and fly nuts screwed for iron pipe and fixed complete all as specified and directed. 68 supply and fixing as in repairs bib cock quarter turn cast copper alloy chromium plated, fancy type, long body screwed for iron pipe or for union, suitable for 15mm bore pipe, complete all as specified and directed. 69 s & f as in repairs two way angle cock quarter turn cast copper alloy 15 mm bore chromiun plated fancy type screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unioin fixed complete all as specified and directed. 70 s & f as in repairs angle cock quarter turn cast copper alloy 15 mm bore chromiun plated fancy type screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unioin fixed complete all as specified and directed. 71 supply and fixing as in repair central hole basin mixer long swang nack, without poup waste system with 450mm long copper pipes and brass nuts, cast copper alloy, chromium plated, screwed for iron pipe or for union, suitable for 15mm bore pipe, complete all as specified and directed. 72 supply and fixing as in repair central hole sink mixer long body swang nech for mixing hot & cold water, cast copper alloy, chromium plated, screwed for iron pipe or for union, suitable for 15mm bore pipe, complete all as specified and directed. 73 s&f as in repair brass cp wall mixer 3-in-1 system with provision for both hand shower and over head shower complete with 115mm long bend pipe, connecting legs and wall flange for mixing hot and cold water screwed down for iron pipe 15 mm complete all as specified and directed. 74 s&f as in repair brass cp wall mixer 2-in-1 system with provision for over head shower complete with 115mm long bend pipe on upper side, connecting legs and wall flange for mixing hot and cold water screwed down for iron pipe 15 mm complete all as specified and directed. 75 supply & fixingas in repair chromium platedshower rose with or without swivel joints 125mm dia including fixing to steel pipe,complete all as specified and directed. 76 supply& fixing as in repair toiletpaper holder of brass chromium plated, complete all as specified and directed. 77 supply& fixing as in repairs pvc (ptmt) float valve,high pressure of ptmt with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed suitable for 20mm bore pipe,complete all as specified and directed. 78 supply& fixing as in repairs pvc waste down pipeof 32/40 mm bore for basin, complete all as specified and as directed. 79 supply and fixing as in repairs 15mm dia pvc connection of length 450 mm, with ptmt nut, complete all as specified and directed. 80 supply and fixing as in repairs faucet health (hand jet) 15mm bore cast copper alloy, chromium plated with flexible chromium plated connection pipe 1.5 mtr length, with fittings, complete all as specified and directed. 81 supply& fixingas in repairs wash hand basin, vitreous china, white, decorative type, flat or angleback, size 580mm x 450mm inclusive ofwaste pipe and brass coupling and including cutting for and pinning in ends of brackets or erecting stand and inclusive of cost of brackets complete all as specified and directed. 82 s&f as in repair vitreous china pedastal pattern, wc incl connection to trap, and to flushing pipe anti-syphonage pipe, etc. complete all as specified and directed. 83 s&f in repair rimless single piece wc with uf soft close slim seat cover, hinges, fixing accessories set , incl cisternfittings, size 385x720x715mm complete all as specified directed by engr-in-charge. make: jaguar/cera/hindware 84 supply and fixing as in repair pvc valve less syphonic action type flushing cistern low level white with pvc in let ball valve, float and handle, 10 ltrs capacity and connection to pipes including pvc connection and 32mm dia pvc long bend for squat pattern etc, set with concrete and making good to floor including taking down existing, fixed as in repairs complete all as specified & directed. 85 s&f as in repair ptmt seat cover white colour for padastal pattern,incl connection nut & bolts, etc. complete all as specified and directed. 86 s&f as in repair sinks with drain board made of stainless steel sink of 1mm thick sheet, kitchen or laboratory with plug washer and waste pipe incl bedding in cement mortar 1:6 on to draft wall of including fixing cantilever brackets and connecting unions overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm fixed as in repairs complete all as specified. 87 supply& fixingas in repair pvc bath cabinet, size 622mm x 422mm, comprising of lookingglass, space for bath soaps, shampoo, tooth brush and paste, hand towel rail, complete all as specified and directed. 88 supply and fixing in repair stainless steel towel rack 600mm long with lower hangers incl 3 hooks complete all as specified and directed. 89 supply and fixing in repair brass chromium plated tubular towel rail 20mm dia d type 60 cm long between flanges complete all as specified and directed. 90 supply and fixing as in repair soap dish chromium plated of size 100 x 100 mm any type, fixed with chromium plated brass screwscomplete all as specified and directed. 91 s & f as in repair sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated brackets, bracket guard and railing 60cm long incl screws, complete all as specified and directed. 92 s&f as in repairs corner glass shelf with cp brackets (3 pcs set having size 8,10 & 12)complete all as specified and directed. 93 demolition and breaking up drain pipes 110/75 mm bore (salt glazed ware, ac or reinforced concrete) set in cement mortar complete all as specified and directed. 94 s&f 110mm dia pvc (swr) pipes single socketed in any length with rubber ring joints fixed to wall &laid in trenches or in floors,including clamps as required, complete all as specified and directed. 95 s&f 75mm dia pvc (swr) pipes single socketed in any length with rubber ring joints fixed to wall &laid in trenches or in floors,including clamps as required, complete all as specified and directed. 96 s&f in repair 75mm dia pvc (swr) floor trap plain with cp grating including jointing with solvant cement incl necessary pcc & form work as required complete all as specified and directed. 97 s&f 75mm dia pvc (swr) bends with rubber ring joints fixed as required with oval access door complete all as specified and directed. 98 s&f 110mm dia pvc (swr) bends with rubber ring joints fixed as required with oval access door complete all as specified and directed. 99 s & f 110mm bore pvcswr junction single (single t) with access door complete all as specified and directed 100 s&f in repairs stainless steel plate rack of size 78cmx91cmx25cm made out of 0.80 mm thick of stainless steel sheet , fixed in wall with rawl plugs and screws complete all as specified and directed. 101 dismantling boarding, any description any size , fixed in any position with screws complete all as specified . 102 m& l for 18 mm thick pvc board celuka ply of density 600kg/cum one side prelam/rigid laminated (colour/shade as approved by engr-in-charge) and other side plain white colour to make kitchen cabinet shutters /shelves/partitions and incl all required brackets ss screws etc, approved by engr-in-charge. 103 m& l for 18 mm thick pvc board celuka ply of density 600kg/cum both sidesplain white colour to make kitchen cabinet shutters/shelves/partitions and all required brackets ss screws etc, approved by engr-in-charge. 104 s&fin repair auto closes clip on cabinet hinges (regular) for kitchen cabinet shutters note : each pair means one piece fixed on openable shutter and other piece fixed on fixed portion. 105 s&fin repair stainless steel (ss 304) handles 100 mm size for kitchen cabinet shutters. 106 s&fin repair ball bearing drawer channel telescopic type (500mm) full extention load of load bearing capacity 45 kg.note : each pair means 2 nos of telescopic channel, one piece fixed on left side and another piece fixed on right side. 107 s&f rab door seal bottom brush duststopper with aluminium plate nylone brush of selected colour for fit each complete all as specified and directed. note : the sample of item shall be approved by ge before placing at site 108 supply and fixing powder coated aluminium (minimum thickness of powder coating 50micron) work for frames of doors, windows,ventilators and partitions (fixedportions) with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/ paneling, c.p. brass/ stainless steel screws, all complete as per architectural drawings and the directions of engineer-in-charge note:-for payment purpose weight of aluminium section will only be measured 109 providing and fixing powder coated aluminium (minimum thickness of powder coating 50 micron) work for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber/ neoprene gasket required (fittings such as hinges,handle,tower bolt,sliding boltshall be paid for separately) with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/ paneling, c.p. brass/ stainless steel screws,rollers & dust proof brush for sliding door / windowcomplete all as per architectural drawings and the directions of engineer-in-charge note:-for payment purpose weight of aluminium section will only be measured 110 s & f as aluminium grill of size, 85mm x 85mm hexagonal shaped mesh, fixed to aluminium frame work with u clip of size 15mmx12mm & fastners complete all as specified and directed. 111 s & f4.80 mm thick sheet glass ofordinary quality plain / tintedand glazing with rubber beads, clips etc complete all as specified and directed. 112 s & f 3 mm thickhigh quality, durable acrylic panel sheet and glazing with rubber beads, clips etc complete all as specified and directed. 113 s & f double action floor door spring hydraulically regulated made up minimum1.25 thick aluminium alloy sheet foundation box, main body stainless steel cover, with governing pivot made of brass, other parts made of mild steel heavy duty complete all as specified 114 s&f conceled lock (push to unlock) for sliding window made with zinc body, aluminium hook and anti rust material with power coated metallic finish of approved colour having size100mm x 24 mm incl necessary cutting for fixing all as specified and directed.

Central Government And Public Sector

TRN :34437113 | 12 May, 2025

Tender Value : 0

Koraput - Orissa

Tender for gem bids for 10005 1.81418016340 c. g. i. sheet as per standard is 277: 2003 2.81418108010 corrugated aluminium alloy sheet as per standard is 1254: 2007

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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