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corporations/Associations/Others

TRN :49061687 | 29 May, 2025

Tender Value : 0

Sonbhadra - Uttar Pradesh

Tender for tender for annual maintenance of ash dyke of obra thermal power station. - 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil 2 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ordinary rock 3 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 filling of empty jute/plastic bag in full with full stitching with nylon thread and stacking in crate from any where inside/outside ash pond including cost of all labour, material, t&p etc. 5 filling with 50kg. earth 6 filling with 50kg. ash 7 clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 8 surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. all kinds of soil. 9 providing & making gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per is 16014:2012,morth clause 2500, of required size, mesh type 10x12(d=100 mm with tolerance of ±2%), zinic+10% al alloy+pvc coated, mesh wire diameter 2.7/3.7mm (id/od), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(id/od), supplied @3% by weight of gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of engineerin-charge. 10 random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :cement mortar 1:6 (1 cement : 6 coarse sand) 11 dry stone pitching 22.5cm thick including supply of stones and preparing surface complete work 12 dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 13 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 14 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 15 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) 16 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars of grade fe-500d or more. 17 supplying and stacking at site 63 mm to 45 mm size stone aggregate 18 supplying and stacking at site moorum etc. 19 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 20 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) 21 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :one or more coats on old work 22 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 23 engagement ofunskilledlabourfor executed the unforeseen works . 24 providing hydraulic excavator with 1 cum bucketfor different type of job related to chakari ash dyke and required another workas per direction of engineer-in-charge including hire charge of hydraulic excavator with operator,fuel, lubricant etc for proper completion of work.

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.

State Government

TRN :49069124 | 20 May, 2025

Tender Value : 4.87 Lacs

Bikaner - Rajasthan

Tender for tender for aluminium (panel) partition wall at bda office, bikaner sl. no. item description 1 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-laminatedparticle board with decorative lamination on one side and balancing lamination on other side. 2 filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent rcc/ brick/ stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of engineer-in-charge complete. 3 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 portion 4 for shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 5 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)

Cooperative

TRN :49019419 | 14 May, 2025

Tender Value : 0

Kachirayapalayam - Tamil Nadu

Tender for plate bending machine , plate bending machine , sheet rolling machine: size: length 2700 mm thickness: 16mm a frame: is 2062 ms type: 3 rollers top roller shaft: 250 mm dia solid shaft en8 roller shaft resting: ci bush bottom roller shaft: 200 mm dia solid shaft, with base frame and motor bed reduction: single reduction gear box: nu 8 gear box. motor: 15 hp 1440 rpm rolling speed: 4 rpm/min top roller adjustment: hydraulic type bottom base frame & motor bed: is 2062 ms a frame side opening. hydraulic shaft - 75 mm dia. cylinder - 125 mm dia. cylinder length - 350 mm. radial piston pump 1 re - 3d poly. filter assembly tif2- 04b 25. sd 5/3 spool valve. 3 hp x 1 r bell housing. 5 hp motor 1440 rpm. hydraulic tank size :400 mm x 400 mm x 300 mm – 50 ltrs. tank capacity: 50 ltrs sever system: 68 oil (as per our technical specification)

State Government

TRN :49020265 | 13 May, 2025

Tender Value : 17.34 Lacs

Delhi - Delhi

Tender for e.i.u.s. (revenue) providing and laying cc pavement over existing deteriorated cc pavements and raising of drains in jj cluster a - block, jahangirpuri (pid-16722).- 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 3 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 4 desilting of nallah / drain in running flow and under foul condition for depth not exceeding 1.50 metre . including removal of stones , brickbats, garbage, silt mud, polythene , sewage if any etc. and diversion of flow of sludge if required and removing the same away from cluster at the place as directrd by engineer-in-charge. disposed silt to be levelled and neatly dressed. 5 earth work in excavation by mechanicalmeans (hydraulic excavator)/manual means in foundation trenches or drains (not on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil a directed, within a lead of 50 m. all kinds of soil. 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). 7 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40 mm nominal size). 8 providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer-in-charge.” note : excess/less cement used than specified in this item is payable/ recoverable separately all works upto plinth level : m-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 9 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4(1 cement : 4 coarse sand) 10 half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 11 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 12 neat cement punning. 13 providing and fixing factory made precast rcc perforated drain covers, having concrete of strength not less than m-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional t.m.t. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with m.s. flats of size 50 mm x 1.6 mm complete, all as per direction of engineerin- charge. 14 providing and fixing non a.c. multipurpose fiber cement board strips in joints of cement concrete pavements. 50mm+- 5mm wide and 6mm thick having normal length not less than 90cm. 15 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-iii): 10 graded stone aggregate 40mm nominal) manufactured sand derived from recycled concrete aggregate (rca): 10 graded stone aggregate 40 mm nominal size). 16 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. all work upto plinth level. 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including manufacture sand derived from recycled concrete aggregate (rca) upto 25% 4 graded stone aggregate 20mm nominal size including recycled concrete aggregate (rca) upto 25% 17 providing and laying dry brick aggregate 40mm nominal size in foundation and plinth or under floors at all level including spreading and ramming in layers as directed by engineer-in-charge 18 suply of earth and banking the same in layer not exceeding 20 cm indepth braking clods watering rollieach layr with 182 tonne roller of wooden or steel rammer including dressing up in embankment for rods, foloods banks, guide banks or filling of ground depressions with all lead and lift etc. complete. 19 add for cost index @35.22 %as per order by gnctd. except item no.15 and 16 (i.e. on 3987.30+6608.75 = rs.10596.05) 20 deduct 9.50% as per gnctd

State Government

TRN :49021044 | 12 May, 2025

Tender Value : 0

Khurd - Maharashtra

Tender for supply of materials for construction of pandhan road from donad (khurd) to bhavarkhed remaining pandan road- 1 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (prior approval of sample stack of broken metal by the ex. engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 80 mm metal spec. no.rd. 19,20,21 / page no. 197 to 201 2 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc, complete. (prior approval of sample stack of broken metal by the ex engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 40 mm metal. spec.no. rd. spec. no.rd. 19,20,21 / page no. 197 to 201 3 supplying murum having pi < 6 at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 4 supplying soft murum at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 5 compacting the subgrade/gravel/over size metal (200mm loose) layers for all width with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 6 compacting the sub grade/gravel/ size metal (100 mm loose) layers for all widths with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 7 compacting the hard murum / kankar for all widths (200 mm. loose) with static roller including necessary artificial watering complete. spec. no. rd 38/ pge no. (csr it 2022-2023) 8 providing and fixing road junction / information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge m.s. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 nos. high strength g.i. bolts and nuts of size 10 mm dia, and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by engineer-in-charge etc. complete. mild steel board with engineering grade. pwd ssr 2022-23 it. no. 6.47 9 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada pwd ssr it. no 24.01 10 providing cast in situ / ready mix m10 grade cement concrete for head walls of cd work/ retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with scada with natural / vsi standard artificial sand, cement 4.05 bags/cumt). (pwd csr 2022-2023 it. no.11.28) 11 providing and laying cement concrete pipe of is 458:2003 np-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (pwd csr 2022-2023 it. no.11.10)800 mm dia 12 450 mm dia

State Government

TRN :49023008 | 15 May, 2025

Tender Value : 97.85 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for landscaping of park p-1 sector -28 with two year maintenance yeida. wc-h - clearing grass and removal of the rubbish up to a distance of 50 m out side the periphery of the area cleared. 2 ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 3 rough dressing the trenched ground including breaking clods. 4 uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 5 fine dressing of the ground. 6 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ration of 2:1 by volume ( part of stacked volume of earth afte reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) follding with water dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 7 holes 60cm dia, and 60cm deep 8 holes 45cm dia and 45cm deep 9 supplying of chlorpyriphos 20% e.c/ lindane 20% e.c for anti termite treatment of plants @ 2ml./plant and in the interval 1 month up to one year i.e, 12 times in a year hence it comes 24ml/plant or 0.024ltr/plant. 10 supply and stacking of well decayed cattle manure at site including roylty and carriagge up to 5km lead complete. ( cattle manure measured in stacks will reduced by 8% for payment) 11 spreading sludge dump manure and/ or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and/ or directed by the officer in charge. 12 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 13 supply and stacking of selection no. 1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading carriage and all taxes paid etc. and as per direction of officer in charge. 14 grassing with selection no. 1/ doob grasss including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the grass and good earth shal be paid for separately). 15 preparation of beds for hedging and shurbbery by excavation 60 cm deep and trenching the excavated base to a further depth of 30cm, fefilling the excavated earth after breaking clods and mixing with sludge or mnaure in the ratio of 8:1 (part of stacked volume of earth after reductin by 20% : one part of stacked volume of sludge or manure after reduction by 8% ), flooding with water, filling with earth if necessary watering ad finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as derected within a lead of 50m lift up to 1.5m complete (cost of sludge, manure or extra a lead of 50m, lift up to 1.5m complete (cost of sludge, manure or extra earth to be paid for separately) 16 providing and stacking of duranta golden having ht. 15 to 20cm bushty shape with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.12pg. no.153) 17 providing and stacking of fucus panda golden of height 45-60cm with 6-7 branches and healthy foliage in p.bag of size 25cm as per direction of the officer in charge. (dsr-18, 8.27pg. no.175) 18 supply of gypsm well packed at site in bags. 19 supply of dap at site in printed plasic bags. (market rate.) 20 supply & planting of plants common varieties as required by engineering incharge in 5 kg poly bags or earthen pots ( not below than 8-10 ) well branched and fully foliage branching dia 0.75 to 1.00mtr. free from disease at site i/c stacking with bamboos(chakresia, site ashok, kusum, gulmohar, amaltash) 21 providing and displaying ficus retusa topiary wall developed with fresh and healthy 5 to 6 big ball spedific size and shape 180 cm to 210cm g in 40cm cement potas per direction of the officer in charge (dsr-18, 5.24 pg. no. 145) 22 providing and stacking of bottle palm of ht. 270-300cm bottom girth 30-35cm well developed in big hdpe bags 23 supply & planting of shrubs plants height 2-2.5 feet as required by engineering incharge in 6x8 polythene bags or earthen pot fully foliage and well branched free from disease. shrubs (himalia, chandni ticomaor as direction by e/i etc.) 24 providing and displaying furcaria variegated hybrid well developed with fresh and healthy foliage 20cm and above atractive leaves in 35cm cement potas per direction of the officer in charge (dsr-18, 5.31pg. no. 147) 25 providing and stacking of alternanthera species of height 15cm to 20cm full of brnaches and foliages in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.20pg. no. 153) 26 providing and stacking of lpomea (golden leaves) with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. 27 providing and stacking of syngonium (butterfly) variegated with 2-3 suckers healthy foliage in earthen pot/plastic pot as per direction of the officer in charge.(dsr-18, 6.15pg. no.153) 28 providing and stacking of wedelia trilobata, full of leaves in 15cm size of poly bags & as per direction of the officer in charge.(dsr-18, 6.26pg. no.153) 29 providing and stacking of pinus longifolia (pinus) of height 90-105cm in cement pot of size 35cm as per direction of the officer in charge (dsr-18, 7.65 pg. no.165) 30 earth work in excavation by mechanical means (hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mall kinds of soil 31 providing laying, jointing and testing of pvc(finolex make ring fit) of following dia 6kh/cm2 including all specials & fittings etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing). (ar/yeida). 32 providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 33 complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hergs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, purning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers ( whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office in charge ( cost of good earth, manure , fertilizer, insecticide pesticide will be provided by the department & lawn mover and brush cutter with fuel and other t & p material / articles shall be provided by the contractor.) and as per direction of officer in charge. 34 play grounds/public parks ( mali for 2.00acre.) 35 boring of tubewell with: supplying assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818 , including required hire and labour charges, fittings & accessories etc. all complete for all depths, as per direction of engineer in charge. 36 providing profuse watering arrangement for lawn/park at site to make avialable for irrigation i.e. diesel engien & oil etc, rh pipe/ canvas pip & other t&p etc. in the proces of watering submerisible pump & accessories as per direction of officer in charge of work. 37 preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20cm in depth breaking clods, watering of each layer dressing etc, lead upto 50mtr and lift upto 1.5m complete as per direction of officer in charge. 38 supply ofgood earth work , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammerand dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 39 plantation of seasonal two times on road side (0.45mtrwide bed) including making of bedas direction of engineer in charge complete item. 40 providing of seasonal seedlings including supply of seasonal seedling labour etc complete. 41 m/o seasonal/hedge of ground cover park including weeding hoeing and puring cutting in required shape etc. of ground bed complete itemand watering of seasoanl flowersincluding source of water pol etc. complete. 42 chair bench: supply of rcc chair bench with back rest of size 1500mm width x 1000mm height. reinforced suitably to promote long use and to prevent damage during handling, transportation, & erection. manufactured by using m-30 grade of concrete. 43 supply and fixing of dustbin set of 3capacity-80 ltr size -400x400 top , 300x 300 botto,, 900mm ht. stand made up of isi marked sq , pipe of 35mm x 35mm x 18 gauge power coated size-4.5’ x 1.5’ x 750mm(all complete) (as approved by e&i) 44 providing and laying in position cement concrete of specified grade excluding grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 corse sand 20 mm stone aggregate (sor based on dar 18 / 4.1.13)

State Government

TRN :49024279 | 14 May, 2025

Tender Value : 0

Firozabad - Uttar Pradesh

Tender for tender for repair work in government high school niyamatpur firozabad under alankar yojana - dismantling doors and windows leaves including chaukhats but excluding hold fasts and including stacking of materials as directed by engineer-in-charge within a distance of 60 meters (200 feet) ch-17 -si no. 15 (705) 2 dismantling existing plaster including disposal of refuse as directed by engineer-in-charge within a distance of 60 meters. ch-17 -si no. 16 (706) 3 earthwork in excavation in trenches for foundation pipes cable etc. in ordinary soil, including lift upto 1.5 m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth including all labour, t&p etc. for proper completion of work, as directed by engineer incharge. (si. no. 251) 4 class-150 brick work in 1:3 cement and coarse sand of 1.25 fm mortar in super structure including necessary moulding and cutting of bricks as required including supply of all materials, labour and t&p etc. required for proper completion of the work thickness of wall of half brick thick.ch-6 -si no. 2(6.1) 5 providing and laying in cement concrete 1:1.5:3(1cement:1.5 fine sand:3 graded brick aggregate 20 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 6 providing and laying in cement concrete 1:4:8 (1cement:4fine sand:8graded brick aggregate 40 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 7 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) door chaukhats above 1.5 sq.m. and upto 5 sq.m. 8 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) window chaukhats above 1.5 sq.m. and upto 5 sq.m. 9 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) ventilator chaukhats above 1.5 sq.m. and upto 5 sq.m. 10 provinding and fixing glass panes with putty and glazing clips in steel doors, windows,clerestory windows all complete with : 4.0 mm thick panes.ch-9 -si no. new(14) 11 mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. ch-10 -si no. 2, (503) 12 mild steel and iron work of small size and section such as holding down woods, hold fasts tierods, grating, etc. (when not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. ch-10 -si no. 3, (502) 13 providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.with out base concrete ch-14 -si no. 24 (11.41) same as above but for 600x600mm size. 14 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters 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 metres lead : ch-13 -si no. 18(14.1) (b) with cement mortar 1:4 (1cement: 4 coarse sand) 15 12 mm cement plaster 1:4 (1 cement and 4 finesand) in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angels chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. no extra for mixing any additive. (ch. 13 item no. 13.4 newly surface. 16 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no. 19.29 17 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no.662 18 providing & applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. ch. 15 item no. 31-new 19 one priming coat & two coat oil distemper on new work including supply of all materials, labour, t&p etc. required for proper completion of work. paint to be used should confirm isi no. 103-1950. (si. no. 9+10-682) chapter -16 20 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 ,2-19.29 +3-642) 21 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 si no 3-642 ) 22 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests. 23 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require: white vitreous china wash basin size 630x450 mm with a pair of 15 mm c. p. brass pillar taps 24 supply & fixing of 11 cm (4) internal dia. pvc down pipes complete with rosehead, bends and gratings & including supply of necessary m.s. clamps 2.5cmx 3 mm1x 1/8) fixed to walls, with & includiug supply of 15cm (6) long 6 mm(1/4) dia. nails & including supply of all material labour and t&p etc. required for proper completion of the work & also including repair of plaster,pointing etc. if damaged during fixing of pipes. details of 30 length. toilet waste water 25 note - 1. cost of maintenance of road for five years will be paid as per g.o. no. 17/2024 sa-113/23-1-2024-23-1099/113/2023 date 16-01-2024 2. the departmental road roller if spare, shall be made available to the contructior at site @ rs. 2500 per day shall be made from contractors bell for idle period 3.payment of maintenance shall be made as per final execution of civil work wich may vary from the boq.

Government Departments

TRN :49028133 | 21 May, 2025

Tender Value : 7.73 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-3 tajganj zone room no.-77 patch repair work by hotmix on the road of chamrauli pushp praful nagar and nikhil garden. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber. applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 2 providing and applying primer coat with ssi grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (as per attached analysis) 3 providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 4 providing and laying bituminous concrete (grading-11) with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg-30 as per approved job mix formula which ever is higher of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification sth revision clause no. 509 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 5 banking excavated earth by mechanical /manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all kinds of soil. (chapter no.2 code-2.3 page no. 91) 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (chapter no.4 dsr code-4.1.10 page-103) 7 providing and fixing pvc pipe conforming to 86.00 isi make working pressure 6 kg/cm including testing labour t&p etc. all complete. 140mm diameter. (chapter no.23 sl.no. 30(iv)) 8 constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1) cement: 4 coarse sand) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and rcc top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 (chapter no.18 dsr code-18.34.1 pg-286) 9 supply & fixing r.c.c menhole cover heavy duty size etc. all complete. (non scheduled) 10 sub total (a) 11 add/deduction rs. for estimate figure amount match 12 grand total

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, 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.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

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