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List of construction-works From uttar-pradesh Tenders

List of latest construction-works From uttar-pradesh Tenders in Indian Tenders. Click on any construction-works From uttar-pradesh Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for construction-works From uttar-pradesh Tenders.

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State Government

TRN :49019276 | 26 May, 2025

Tender Value : 15.09 Lacs

Lucknow - Uttar Pradesh

Tender for civil works construction of rcc nala on asti road from gumani purwa turn to nahar culvert at npbkt

corporations/Associations/Others

TRN :49019323 | 26 May, 2025

Tender Value : 8.34 Crore

Bijnor - Uttar Pradesh

Tender for construction of new banelli river bridge on km. 10 of the jaspur-dhampur road in bijnor, parallel to old existing bridge, approach roads and protection works in district bijnor.

State Government

TRN :49020829 | 15 May, 2025

Tender Value : 39.20 Lacs

Sitapur - Uttar Pradesh

Tender for tender for re construction of gangupur to ganeshpur mdhya bhag first - providing laying and spreding and compacting stoneaggrigate of 53-22.4mmsize to water bound macadam specification includingspreading in uniform thikness hand packing rooling with smooth wheel roller 80-100kn in stages to proper grade and cambermaterial manually mixing in place with rotavater and compacti applying and brooming stone screening to fill up the entrstices of coarse aggrigate watering and compacting to the required density 2 providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . 3 providing and applying tack coat with vg_10 using bitumen distributor at the rate of 0.25 kg per sqm on the preparedsurface cleaned with hydraulic broom . 4 providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grades to be followed by seal coat . 5 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 6 construction of embankment with approved material obtained from available land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 7 brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the engineer - in -charge. 8 routine maintenance charge up to 5 year for any diffect/damaged found after constrution for all works including restoration of paved surface, soulders culverts, road furniture etc complete as per dirction of e/i .

Government Departments

TRN :49021216 | 14 May, 2025

Tender Value : 29.76 Lacs

Mirzapur - Uttar Pradesh

Tender for tender for construction work of bar bhawan in nav yuvak advocate samiti tehsil complex chunar - clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per si.no. 2.31 2 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil as per si.no. 2.8.1 3 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. (under floor) as per si.no. 2.25 (a) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per si no 2.27 5 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per si no. 4.1.8 6 brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) as per si no- 6.1.2 7 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as si no-5.1.2 8 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 9 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)above plinth lvl as si no-5.2.2 10 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 11 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). above plinth lvl as si no-5.3 12 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per si no. 5.3 13 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (slab) as per si no. 5.3 14 steel reinforcement for r.c.c. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-mechanically treated bars of grade fe-500d or more. as per si. no.- 5.22 b.1 15 brick work with common burnt clay bricks of m-150 class in super structure above plinth level upto floor v level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per si no 6.4.2 16 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.in grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per si no. 10.25.2 17 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. m.s. angle 35x35x5 for door frames as per si no. 10.31 18 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) outer side as per is 13.4.2 19 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. as si no. 11.3.1 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per sl no. -13.62.1 21 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre as per sl no. -13.41.1 two coats 22 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per sl no. -13.46.1 two coats 23 centering and shuttering including stutting, propping etc. and removal of form.beam /band as per si- 5.9.5 24 centering and shuttering including stutting, propping etc. and removal of form.column as per si- 5.9.6 25 centering and shuttering including stutting, propping etc. and removal of form.foundation as per si- 5.9.1 26 centering and shuttering including stutting, propping etc. and removal of form.slab as per si- 5.9.3

corporations/Associations/Others

TRN :49022340 | 13 May, 2025

Tender Value : 6.00 Lacs

Bulandshahr - Uttar Pradesh

Tender for electrical work. installation of fuse sets, fuse set structure, construction of plinth and other related works for the protection of power transformers installed at various 33/11 kv electrical sub-stations under edd-shikarpur.

Local Bodies

TRN :49022842 | 16 May, 2025

Tender Value : 8.07 Lacs

Raebareli - Uttar Pradesh

Tender for tender for construction work of 04 m.m.i.g. buildings in amol vihar yojna - earth workinfoundation in ordinary soil ( loamclay,or sand) including lift upto 1.5 metre ( 5fts) and lead upto 30m. (100fts.)andincludingfilling watering and raming of excavatedearthintotheplinth and removal anddisposalof surplus earth and directedby the engineer - in - chargeupto a distance of 30m. ( 100 fts ) from the foundation trenches. 2 earth work in cutting or in embankment in ordinary soil, excavation to be in form of regularpitsnotexceeding1/2 mt (20) in depth and earthwork inembankmenttobein20cm (8) layers, including ramming anddressingthesurfaceto requiredlevelsandslopesand alsoincluding1.5mts(5fts)lifts and 30mt (100fts) lead. the earth from cutting to be used in makingembankmentsortobe deposited as spoil banks with in30mts(100fts)distanceas directedbytheengineerin charge,includingcartageof8km. 3 concrete with4cm. (1*1/2) gauge brick ballast, fine local sand of 1.25 fineness modulous andcementin proportion of 8: 4:1infoundationsand under floors, includingsupply of allmaterials,labourand t&p etc.requiredforpropercompletion of the work. 4 providingandlayinginposition specified grade of reinforced cement concrete, excluding cost of centering, shuttering, finishing and reinforcement in 1: 11/2 : 3 ( 1 cement, 11/2 coarse sand , 3 20mm graded stone aggregate. 5 foundations,footings,basesof columns, etc. for massconcrete 6 columns,pillars,piers,abutments, posts and struts 7 suspended floors, roofs, landings, balconies and accessplatform 8 mildsteelorironinplain worksuchasreinforced concreteorreinforced,brick work(when notincluded inan over all rates ) wroughtto required shapeasnecessary includingbendingforproper completion of the work and including supply of steel its wastagebendhooksand authorised over lapping shallbemeasured. 9 brick work in comman burnt clay (non-modular)bricks of class 150 in super structure aboveplinthlevelincluding supplyoflabour,materialand t&prequiredforproper completionofworkincement mortar 1:6 ( 1 cement: 6 coarsesand) 10 class150 brick work in1:4 cementand coarsesand mortarinsuper - structureforwallthickness 12 cms 11 12mmthickcementplasterof mix1:4(1cement:4coarsesand) 12 providing &layingof lightcinderfillingunderfloorof toilets & other sunken roofs. 13 providingandfixinginwall unplasticisedrigidpvcrain waterpipesconformingtois: 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermalexpansion,(i)singlesocketed pipes. 110 mm dia 14 providingwoodworkinframe ofdoors,windows,celerestory windowsandotherframes, wrought frames and fixed in positionwithholdfastlugsor withdashfastnersofrequired dia and lenghts (hold fast lugs or dashfastnersshallbepaidforseperately): sal wood 15 providingandfixingangleiron framesfordoors,windowsand ventilatorsofmildsteelangle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t- ironframeortothewallwith dash fastener, including fixing of necessary butt hinges and screwsandapplyingapriming coatofapprovedsteelprimer, all complete as per the direction ofengineer-in-charge.(fordoorframes) 16 providingandfixingisimarked flush door shutter confirming to is:2202(part1)non-decorative type, core of blockboard constructionwithframeoffirst classhardwood andwell matched commercial 3 ply veneering with vertical grains or cross bands and face vineers on both facesof shutters:35mm thick including isi marked stainlesssteelbutthingeswithnecessary screws. 17 providingandfixingwiregauge shutterusinggalvanisedms wiregaugeofaveragewidthof apurture1.4mminboth directionwithwireofdia 0.63mm for doors, windows and celestorywindowswithhinges and necessary screws. 35mm thick shutter, with isi marked mspressedbutthingesbright finished of required size withsecond class teak wood. 18 steelworkweldedinbuiltup sections/framedwork, including cutting, hoisting, fixing inpositionandapplyinga primingcoatofapprovedsteel primer using structural steel etc. asrequired.ingratings,frames, guard bar, ladder, railings, brackets,gatesandsimilarworks(forwindow grills) 19 providingandfixingaluminium towerbolts,isimarked, anodised (anodic coating not lessthangradeac10asper is:1868) transperent ordyed to required colour or shed, withnecessary screws etc. complete. 150 x 10mm+ 20 250 x 10 21 providingandfixingaluminium sliding door bolts, isi marked anodised anodic coating not less thangradeac10asperis: 1868),transparentordyedto requiredcolourorshade,with nutsandscrewsetc.complete:250x16 mm 22 providingandfixingaluminium hangingfloordoorstopper,isi markedanodised(anodic coatingnotlessthangradeac-10asperis:1868)transparent ordyedtorequiredcolourand shed, with necessary screws etccomplete. twin rubber stopper. 23 mildsteelorironwork of heavy sizes and sections such as holdingdownbolts,holdfast, tie, rods gratings etc (when not included in an over all rates) wrought to required form, includingsupplyofsteel,bolts, nutsandwastageetcandtheir fixingrequiredtoproper completionofwork.(fortubular stair case railing) 24 providingandlayingvitrified floortilesindifferentsizes (thickness to be specified by the manufacturer) with water absorptionlessthan0.08%and conforming to is : 15622, of approved make, in allcolours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarsesand),includinggrouting the joints with white cement and matching pigmentsetc.,complete. size of tile 600x600 mm 25 providingand laying vitrified tilesin differentsizes (thickness tobespecifiedby manufacturer), with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in allcolours &shade,inskirting,riserof steps,over12mmthickbedof cement mortar 1:3 (1 cement: 3 coarsesand),includinggrouting thejointwithwhitecement& matching pigments etc.complete. size (600x600) 26 marblestoneflooringwith18 mmthickmarblestone,asper sampleofmarbleapprovedby engineer-in-charge, over 20 mm (average)thickbaseofcement mortar 1:4 (1 cement : 4 coarse sand) laid and jointedwith grey cement slurry, including rubbingand polishing complete with : udaipur green marble 27 providingandfixingfirstquality ceramic glazed wall tile confirmingtois:15622 (thickness to be specified by the manufacturer)ofapproved makeinallcolours,sheds exceptburgandy,bottlegreen, black of any size as approved by engineerincharge,inskirting, rizersofstepanddados,over 12mmthickbedofcement mortar1:3(1cement:3coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mix with pigment ofmatching shed complete. 28 providing and laying ceramic glazed floor tiles of size 300x300 mm(thicknesstobespecified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours suchaswhite,ivory,grey, fume red brown, laid on 20 mm thickcementmortar1:4(1 cement : 4 coarse sand), includingpointingthejoints with white cement and matchingpigment etc, complete. 29 providing and applying white cementbasedputtyofaverage thickness1mm,ofapproved brand and manufacturer, over the plastered wall surface to prepare the surface even andsmooth complete. 30 finishing walls with acrylic smoothexteriorpaintof required shade on new work (twoormorecoatapplied@1.67ltr/10sqmoverand includingprimingcoatof exterior primer applied @ 2.20kg/ 10 sqm) 31 wallpaintingwithacrylic emulsionpaint,havingvoc (volatile organic compound ) content less than 50 grams/ litre, of approved brand and manufacture,includingapplying additional coats wherever required, to achieve even shadeand colour. two coats 32 paintingwithsyntheticenamel paint of approved brand and manufactureofrequiredcolour togiveanevenshade:twoor morecoatsonnewworkover an undercoatofsuitable shade with ordinary paint of approvedbrand and manufacture 33 providing and fixing white vitreouschinapedestaltype water closet (european type) withseatandlid,10litrelow level white vitreous china flushingcistern&c.p. flush bend with fittings & c.i.brackets,40 mm flush bend, overflow arrangement with specials of standard make and mosquito proofcouplingofapproved municipaldesigncomplete, including painting of fittings and brackets, cutting and making good thewallsandfloorswherever required : w.c. pan with isi markedwhitesolid plastic seat and lid 34 providingandfixingwashbasin withc.i.brackets,15mmc.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making goodthewallswhereverrequire: whitevitreouschinawash basin size 630x450 mm with a pairof15mmc.p.brasspillartaps 35 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittingscomplete. semi rigid pipe 32 mm dia 36 providing and fixing cp brass bibcock of approved quality confirming to is: 8931 15mm nominal bore. 37 s/f of 15mm nominal bore cpvc pipe all complete. 38 providing and fixing cp brass angle valve for basin mixer and geyser points of approved quality confirming to is:8931 15mm nominal bore. 39 15mm nominal boare 40 providing and fixing cp brass shower mixer of 15 or 20mm bore including cp brass connection with angle valve of standard design and approved make confirming to is:8931 41 providing and fixing cp brassover head shower with 15 or 20 mm inlet including connection complete: 100mm diameter. 42 providing and fixing trap of selfcleansing design with screwed down or hinged grating with or with out vent arm complete, including cost of cutting chases and making good the walls and floors:100mm inlet and 100mm out let pvc 43 100mm inlet and 75mm outlet pvc 44 providing and placing on terrace (at all floor levels) polyethylene water storage tank, isi : 12701 marked, with cover and suitable locking arrangement andmaking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 45 providing, fixing and jointing pvc pipes of different diameters with with pvc solvent cement (or as per manufacturers specifications) with or without sockets (if sockets are provided with pipe length) in vertical sewage line, waste water line and vent line with all necessary bends, angle bends, tees, elbows ms bat clamps along with all necessary fastners and bolt with cutting chases and making good the walls and floors wherever required including testing of the same all as per direction and satisfaction of engineer in charge.6kg per sqin pressure pipe75mm inner dia. 46 6kg per sqin pressure pipe110mm inner dia. 47 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot and cold water supply, including all cpvc plain and brass threaded fittings, including fixing the pipe with clamps 1.00m spacing. this includes jointing the pipes and 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. 15mm nominal outer dia pipes. 48 25mm nominal outer dia pipes. 49 constructing masonary chamber 30x30x50cminside,inbrick workincementmortar1:4(1 cement:4coarsesand),with ci surface box 100x100x75 mm(inside)withhingecover fixed in cement concrete slab 1:2:4 ( 1 cement : 2 coarse sand:4 graded stone aggregate 20mm nominal size) including necessary excavation, foundationconcrete1:5:10(1cement:5finesand:10graded stoneaggregate40mmnominal size)andinsideplasteringwith cement mortar1:3 ( 1 cement : 3coarsesand)12mmthick, finishedwithafloatingcoatof neat cement complete as perstandard design: 50 supply delivery errection the fabricatedmsboardofsuitable sizeonwhichthefollowing supplieditemsshallbefixedas per the direction of enggincharge. 51 (a)supply and fixing 63 ampdoublepole(singlephase &neutral)240voltresidual currentcircuitbreakerrccb havingasensivitycurrentup to300 ma on the existing ms board complete with connection testing&commissioningetcas required. 52 (b)supplying & fixing 2+8way single door prewired sp&n mcb distribution board of sheet steel for240voltonexistingms board complete with dpmcb isolator40amp240volt1no& 25amp single pole240 volt spmcb(c)series5nos completeduly wired with 4sqmm fr pvc insulated copper conductorupto terminal box tinned copper busbar ditachable gland plate, inter connection phosphotized &powder coated includingearthingetcasreq( for power distribution ) 53 (c)supplying & fixing 2+8way single door prewired sp&n mcb distribution board of sheet steel for240voltonexistingms board complete with dpmcb isolator40amp240volt1no& 10amp single pole240 volt spmcb(c)series5nos completeduly wired with 4sqmm fr pvc insulated copper conductorupto terminal box tinned copper busbar ditachable gland plate, inter connection phosphotized &powder coated includingearthingetcasreq( for light distribution ) 54 wiring point for lightwith 1.5sq mmfrpvcinsulated multistrandsinglecorecopper conductorcableinpvcconduit concealedinthewallcomplete with modulartype switch &ceilingrose/angle/batten holderon3mmthickphenolic laminated backalite sheet etc comp in all respect 55 wiringpointforfan 1.5sq mmfrpvcinsulated multistrandsinglecorecopper conductorcableinpvcconduit concealedinthewallcomplete with modulartype switch &ceiling roseon3mmthick phenolic laminated backalite sheet &fan boxetccompin all respect 56 wiringpointfor freshairfan with 1.5sq mmfrpvc insulated multistrandsinglecorecopper conductorcableinpvcconduit concealedinthewallcomplete with modulartype switch &ceiling roseon3mmthick phenolic laminated backalite sheetetc comp in all respect 57 supply&fixing5ampmodular switch & 5amp 5pin modular socketontheexistingmodular plateandswitchboxincluding connection etc as reqd. 58 supply&fixingofpowerplug 20amp250voltflushtype modular switch& 5pin 20amp 250voltmodular socket on concealedmsbox etc.asrequered 59 supply & wiring for power pointwith2no4sqmmfrpvc insulated1100voltgrade multistrandsinglecorecopper conductor cable in 20mm dia heavydutypvcconduitwith1 no2.5sqmmfrpvcinsulated multistrandcopperconductor cable as earth continuity wire in conduit etc as required 60 wiringofcircuitalongwith earth wire with the following size of fr pvc insutated copper conductorsinglecorecablein recessed medium class 20mm dia pvc conduit as required 61 1x1.5sqmm+1x1.5sqmm 62 supply & fixing of electronic fan regulatormodular400w 120v-- 280v isi marked on existing switchboard includingmaking connection etc for proper completion of work 63 supply&burryingofsafe earthingelectrodet-19zn-zinc coated,lengthupto3000mm, outer pipe 48.4mmx3.2mm, inner pipe 26.9mmx2.6mm, terminaldia12mm,coating80- 100 micron filled with crystalline conductive mixture (ccm) having anti corrosive & conductive property with 50 kgs activated soil (bfc)capable of reducingthe soilresistivitywith good mixture of retaining capacityandoneearthinglead of 20mmx3mmg.i. strip,up to switch board (from apron to switchboard,thecostofg.i. strip will be extra)along with 30cm square c.i. frame with hinged cover & masonary housing 64 supplying&layingof 20mmx3mm g.i. strip directly in ground&onwallasrequired complete in all respect (from apron to switch board. 65 wiring for submain withthe 2x10sqmm size fr pvc insulated copper conductor cable in recessedmediumclasspvcconduit as required 66 boring with hydraulic piling rigs with power units, providing and installingcastinsitusingleunder reamedpilesofspecifieddiameter andlengthbelowpilecapinm-25 cementconcrete,tocarryasafe working load not less than specified, excluding the cost of steel reinforcement but including thecostofboringwithbentonite solutionandthelengthofthepile to be embedded in pile cap etc. all complete.(lengthofpilefor payment shall be measured upto tothe bottom of pile cap) : 300 mm dia piles 67 s/f of kitchen sink including all labour and t&p all complete. 68 15mm thick plaster in 1:4 (1 cement and 4 coarse sand) including all labour complete. 69 s/f of gate valve including all labour and t&p all complete 70 s/f pvc bulb holder including all labour and t&p all complete 71 s/f aluminium door handle including all labour and t&p all complete 72 s/f of chequered tiles on ramp of house including all labour and t&p all complete 73 s/f flange bib cock with z spray including all labour and t&p all complete 74 s/f of kota stone on rear court yard anf front porch of house including all labour and t&p all complete 75 s/f of granite stone on kitchen top of house including all labour and t&p all complete 76 s/f of basin mixture including all labour and t&p all complete 77 s/f of 25mm cpvc pipe including all labour and t&p all complete

State Government

TRN :49022859 | 12 May, 2025

Tender Value : 1.44 Crore

Lucknow - Uttar Pradesh

Tender for tender for proper drainage vidhan sabha premises, construction of drains and installing cow catchers. - providing and fixing ms cow catcher in respective areaincluding material, cutting, hoisting, fixing in position as directed by engineer in charge or as per technical specifications. 2 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 as per sor ch-12 si no.-21(10.25.2) 3 construction of rcc drain havingsize 0.60 m x 1.20cmincluding labour , material t&p etc for proper completion of the work. 4 construction of cc drain having internal size 45 cm x 75 cm including labour , material t&p etc for proper completion of the work. 5 construction of 1 x 3.5 m rcc culvert for providing cross drainage faciliy in between vidhan bhawan to raj bhawan 6 scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). as per dsr 16.77 7 providing and laying microsurfacing course comprising of dry fine aggregate / graded stone chipping confirming to type – iii grading (6 to 8 mm) ofmorth -table 500-31, polymer modified cationic microsurfacing grade bitumen emulsionordinary portland cement, chemical additives and water as per morth -514 propotioning and mixing in a slurry seal machine with capacity of minimum 3000 ltrs of emulsion tank, two separate cement bins, water tank of 3000 ltrs and aggregate bin of minimum 10 cum capacity, cleaning, mixing and laying at siteall complete as per the specifications and directions of the engineer – in – charge.as per sor ch-25 si no.-31 8 taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge.as per sor ch-25 si no.-36 9 laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engineerin-charge. (old cc paver blocks shall be supplied by the department free of cost).as per sor ch-25 si no.-35 10 providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504. as per sor ch-25 si no.-34

State Government

TRN :49023607 | 16 May, 2025

Tender Value : 22.62 Lacs

Lucknow - Uttar Pradesh

Tender for tender for construction and renovation work of community center located in sector-d of kanpur road scheme - rcc repairs 2 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge. 3 75mm average thickness 4 50mm average thickness 5 25 mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 7 bars upto 12 mm diameter 8 bars above 12 mm diameter 9 drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in rcc beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of engineer-in-charge.upto and including 12mm dia. 10 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect.epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make 11 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge.note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 12 25 mm average thickness in 2 layers. 13 50 mm average thickness in 3 layers. 14 providing and laying sbr polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structuralmembers e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of rcc member.note: rates shall be for finished surface area of concrete and shall include the cost of making holes in existing rcc slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved super-plasticiser forrendering concrete as flowable self compacting and sbr polymer but shall exclude cost of reinforcement, bond coat, shear keys, centering and shuttering, strutting, propping etc (payment under this item shall be madeonly after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 15 50mm thick in grade m 25 with cement content not less than 330 kg per cum 16 75mm thick in grade m 25 with cement content not less than 330 kg per cum 17 100mm thick in grade m 25 with cement content not less than 330 kg per cum 18 providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of engineer-in-charge.(the payment shall be made on the basis of actual weight of approved grout injected.) 19 epoxy injection grout in concrete/rcc work of approved make 20 providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the engineerin- charge.wooven pvc cloth 21 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stoneaggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineer- in-chargenote: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface hasbeen satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 22 50mm thick in grade m 25 with cement content not less than 330 kg per cum 23 75mm thick in grade m 25 with cement content not less than 330 kg per cum 24 providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of engineer-in-charge. 25 providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 26 mild steel or iron work in plain work such as in r.c.c. or r.b. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. 27 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers 28 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 29 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic 30 waterproofing and terracing 31 providing and laying in situ five course water proofing treatment with app (atactic polypropylene) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to is : 702, 3rd layer of roofing membrane app modified polymeric membrane 2.0 mm thick of 3.00 kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 32 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 33 miscellaneous works 34 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, includingadditional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in-charge.note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. 35 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. 36 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) 37 cleaning of under ground sump, over head r.c.c. tank ( independent staging) including disposal of slit and rubbish, all as per direction of engineer-in-charge.the cleaning shall consist following operations:-(i) tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) chlorination of rcc internal surface by liquid chlorine.(iv) the treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) finally the surface shall be treated with ultraviolet radiation etc. as per direction of engineer-in-charge. 38 door-window repair 39 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 40 renewal of old putty of glass panes (length) 41 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of engineer - in- charge. 42 extra for cutting reinforcement bars manually/ by mechanical means in r.c.c. or r.b. work (payment shall be made on the cross sectional area of r.c.c. or r.b. work) as per direction of engineer-in-charge. 43 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 44 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area beyond 3 sq. metres 45 casement door double panel with french (false) mullion with zinc alloy (zamak) 3d hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.using r4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above ) x (100 mm& above) & french (false ) mullion (64mm & above) x (60 mm & above). (height above 2.5 metre) 46 toughened glass 12 mm thickness 47 finishing work 48 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 49 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 50 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 51 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 52 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer 54 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 55 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 56 washrooms 57 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm 58 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 59 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:30 mm thick including isi marked stainless steel butt hinges with necessary screws 60 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 61 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 : 200x10 mm 62 providing and fixing aluminium sliding door 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 nuts and screws etc. complete :

Boards / Undertakings / PSU

TRN :49026475 | 01 Jan, 0001

Tender Value : 0

Unnao - Uttar Pradesh

Tender for tender for purchase of various materials used under electricity distribution board, unnao. (in full deposit scheme item), work of construction of power line and providing connection under full deposit scheme under sub-division banthar of magarwara, unnao, electricity distribution division, works of leakage attend/maintenance etc. of 05 mva capacity installed at 33/11 kv substation bhagwant nagar rural of power distribution block-purwa, unnao

State Government

TRN :49026768 | 30 May, 2025

Tender Value : 14.48 Lacs

Hapur - Uttar Pradesh

Tender for tender for lying water pipe line & reconstruction of roads, solid waste management works etc - construction work of approach road to garbage disposal site of nagar panchayat dasna

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