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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

State Government

TRN :49021348 | 13 May, 2025

Tender Value : 0

Nagpur - Maharashtra

Tender for material supply for all type construction work for year 2025-26 (under all fund) , sand (kanhan) , sand local , soft murun , hard murun , metal 100 mm , metal 80 mm , metal 40 mm , metal 20 mm , metal 10 mm , dust , rcc pipe 300 mm with colar , rcc pipe 450 mm with colar , rcc pipe 600 mm with colar , rcc pipe 800 mm with colar , rcc pipe 900 mm with colar , rcc pipe 1000 mm with colar , cement 53 grade isi mark , still 6 mm , still 8 mm , still 10mm , still 12 mm , still 16 mm , centring tar , vibrator needle , water trankar & tractor troali , backhoe loader , vibrator roller , simple steering road roller , mixchar machine , excavator 70 to 120 , excavator 120 to 220 , fiori 1 cubic meter , fiori 2 cubic meter , centring plate , waterproof compound , acrylic polymer modified liquid , acrylic polymer modified waterproofing powder , fibre glass mesh , plastic emulsion paint , water proof cement paint , lead / zink base oil paint , oil bound distemper , primer , washabe oil bound distemper , putty , birla white cement , terpentine , wood primer , information board still with painting , single lef door 16 mm thik , single lef door 32 mm thik , solid panel pvc internal door shutter , door kittas , door fremas , aluminium fixedwindows (two track sliding ) , aluminium fixedwindows (three track sliding ) , aluminium fixedwindows with mosquito net (three track sliding ) , chequered tiles , caramic tiles , vetrifide tiles , cota stone , marble tiles , granite tiles , red bricks (hat bhatta) , red bricks (round bhatta) , bricksfly aish , peving block 60 mm , peving block 80 mm , rcc compound poles 8ft , rcc compound poles 6 ft , pvc nahani , gally trap15*10 mm , swr pipe 110 mm , screw down bib 15mm , ladies ceramic urinal , wall mounturinal , water close pan complit , indian orissa pan , basin pan , water storage tank500 ltr , water storage tank 1000 ltr , water storage tank 2000 ltr , steel work , mild steel hollow pipe , mild steel i section beam , mild steel c section beam , mild steel angle , cenring kills , nut bolt and washer , profile sheet isi 0.50 mm , profile sheet fancyisi 0.50mm , g.i. sheet , stenless steel seatting bench , mild steel seatting bench , rcc bench , barbed wire / fenshing wire , electric brecker machine

Local Bodies

TRN :49021689 | 15 May, 2025

Tender Value : 86.00 Lacs

Bikaner - Rajasthan

Tender for tender for supply of construction materials gp 20 bd fy 2025-26 - 2 cement ppc3 gravel4 stone 40mm grit (broken by crusher) (cut voids 1/11)5 stone 20mm grit (broken by crusher)6 stone 12/10/6mm grit (broken by crusher)7 brick ballast8 gravel (cut voids 1/6) including transportation from shobhasar quarry9 brick (22x11x7.5 cm) first class10 masonry beradda (rr)11 polished kota stone (one side polished) upto 900 sq. cm12 polished kota stone (one side polished) from 901 to 2300 sq. cm13 polished kota stone (one side polished) more than 2300 sq. cm14 stone chokhat single paitam size 100x75 mm15 jodhpur stone strips upto 1.5 m length, minimum 40 mm thick16 stone strips 1.5 m to 2.40 m length, minimum 50 mm thick17 stone strips 2.4 m to 3.0 m length, minimum 65 mm thick18 stone strips above 3.0 m length, minimum 75 mm thick19 precast tiles glazed size-30x45 cm20 precast tiles mosaic size-40 mm thick21 precast tiles vitrified size-60x60 cm22 cement interlocking block m-30 grade, 60 mm thick23 cement interlocking block m-30 grade, 80 mm thick24 factory made doors (30 mm thick, solid core single leaf)25 structural steel iron (tor steel thm 415/500 for reinforcement)26 winding wire 18 gauge27 iron girders28 conical iron/square iron rods/leaf/angle iron29 iron mesh (24 gauge, 14 mesh)30 glass 3 mm thick31 colour paint enamel paint32 distemper (water bound)33 for lime-paint (aaras/kali)34 primer (for iron/wood)35 g.i. sheet 22 gauge (0.80 mm)36 p.v.c. pipe 90 mm diameter (with ring)37 p.v.c. pipe 110 mm diameter (with ring)38 p.v.c. pipe 140 mm diameter (with ring)39 p.v.c. pipe 110 mm (2.5 kg/sq.cm) with coupler40 centering, shuttering (planking and rigging) for laying rcc roof, slabs, balcony, lintel etc. upto 4.5 m height and removal shuttering ply41 shuttering steel42 transportation of soil for various distances including loading, unloading and stacking of material (length of transportation will be calculated by nearest route and not by road)

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

corporations/Associations/Others

TRN :49022887 | 29 May, 2025

Tender Value : 2.62 Crore

Jagdishpur - Uttar Pradesh

Tender for annual maintenance works at i.a. jagdishpur distt. amethi. - providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 2 providing and applying primer coat with bitumen emulsion/ vg-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including supply of all materials, labour and t&p etc. required for proper completion of the work. 3 providing and laying densed gradded bituminous macadam 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 @ 4.50% by weight of total mix and filler, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grede,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per mort&h specificationsclauses507 complete work in all respects. including supply of all materials,labour,t&p etc as required for proper completion of the work. 4 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.including supply of all materials, labour and t&p etc. required for proper completion of the work. 5 providing and laying 25mm thickbituminous concrete with higher capacity batch typehot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.20 % percent of mix and filler ,transporting the hot mix material to work site , laying with hydrostatic paver finisher with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled , vibratory and tandem roller , to achieve the desired compaction as per mort&h.. specification clause no - 507, complete in all respect. ( grading -i ) 6 road marking with hot applied thermoplastic compound with reflectoringmglass beads on bituminous surface,providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectoring glass beads @ 250 gms per sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per irc :35.the finished surface to be level uniform and free from streaks and holes. rate as per uppwd. 7 earth work in excavation by mechanical means/manual means over areas including getting out and disposal of excavated earth lead upto 50m and for all lift for all kinds of soil. 8 m-150 brick workin foundation and plinth in cement mortar 1:6 with cement and coarse sand. 9 12 mm thick cement plaster of mortar 1:4 with cement and coarse sand on brick work. 10 providing & laying in position cement concrete of grade 1:5:10 with cement, coarse sand and 40 mm grade stone aggregates. 11 providing and laying 80 mm thick factory made chamfered edge cement concrete paver blocks of m-35 grade with approved colour, design and pattern ,thickness & size / shape complete item no 16.91.2 12 m-150 brick workin plinth and foundation with cement mortar 1:4 with cement and coarse sand. 13 providing and fixing concrete 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)on culvert parapet as per standard design,including finishing smooth with cement mortar . 14 finishing walls with water proof cement paint of approved make and quality on new work with 2 coats to give an even shadeincluding supply of all materials, labour and t&p etc. required for proper completion of the work. on culvert parapet 15 repairing of 110 mm dia water supply line leakages including cost of earth work excavation, bailing out water,supply of pipe, d-joint ,nut bolts and specials etc.as required at site condition complete sa per direction of engineer in-charge. 16 repairing of 160 mm dia water supply line leakages including cost of earth work excavation, bailing out water,supply of pipe, d-joint ,nut bolts and specials etc.as required at site condition complete sa per direction of engineer in-charge. 17 providing and laying of 100 mm dia pvc pipe as per code specifications including cost of all material ,specials, excavation of earth work,all labour t&p etc ,testing of pipe line as per requirement complete 18 providing and laying of 150 mm dia pvc pipe as per code specifications including cost of all material ,specials, excavation of earth work,all labour t&petc,testing of pipe line as per requirement complete 19 repairing and rewinding of motor,repairing of pump accessories complete including cost of all material,labour ,t&p etc as required at site condition also including lowering & lifting of motor pump from tubewell boring testing complete. 20 repairing of electric control panel 21 manual sweeping ,garbage/litter collection and removal of animal carcasses etc in all streets,main and arterial roads all street and roadsurfaces, footpaths, pavements, parking, lots, foot, overbridges, busshelters, roadmedians, traffic islands and any other open public areas and structures outing. 22 cleaning & removal of garbage, litter, silt or any blockages from the street side, shallow surface drains(other than under ground sewerage and under ground drains) including tractor with trolly, its pol & driver, 2 nos helper for loading/unloading of garbage, etc . complete item as per direction of engineer in charge. 23 desilting of drain in foul position (work frequency every week ) including disposal of silt/waste out side of industrial area as per direction of engineer in charge. 24 clearing jungle i/c uprooting of rank vegetations, grass, bush, wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level & removal of rubbish upto 50m.

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 :

corporations/Associations/Others

TRN :49024378 | 10 May, 2025

Tender Value : 7.20 Lacs

Kanpur - Uttar Pradesh

Tender for tender for 38-construction of mokshdham at gram chakothi block- chakothi - boring of 25cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in b.c. soil with hand operated auger machine 2 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in piles grade beam excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 3 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in columns excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 4 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete 5 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete in super structure 6 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in lintel t-beam, slab excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. lintel 7 m.s. work in r.c.c. incluing supply of steel its wastage and hooks and authorised overlap 8 earth work in filling by cartage of earth from 1.00km by tractor trolly. 9 12mm thick plaster work in 1:4cement and fine sand mortor 10 coarse sandfilling under floor 11 laying of pcc in 1:6:12 cement ,sand and 40mm stone ballast in base concrete 12 laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 13 p/applying white cemnent based putty of avg. thickness 1mm of appd. brand over the plastered wall surface to prepare to surface even and smooth 14 finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm 15 12 mm thick plaster in 1:2 cement and coarse sand mortor over slab 16 site clearence before and after completion the work 17 imformation board + photography 18 installation of hand pump 19 tranpotation of handpump material and t&p from divi. store to site of work 20 hiring charge of necessary t&p and equipment requried for instalation of handpump cutter , wire rope lamps wooden planks ,loading arrengment for palm and presser for com. days including excavation of pit and water etc. complete 21 p/ of india mark hand pump machine and pipe etc 22 standerd deepwell hand pump machine complete 23 140mm pvc pipe 8kg per sqm 24 p/ o 32mm diameter gi pipe b class all completion 25 to make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. i/c 26 0-30m 27 31-50 28 51-60 29 s/f of end cap 110 mm dia required including all material labour t&p 30 s/f of nylon meshrequired including all material labour t&p 31 preparation of assembly as per eng. i/c and lowering of assembly consisting of110mm dia pvc pipe 6kg/sqcm, 1 kg /sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom . 32 0-45m 33 45- above bgl 34 s/filling coarse sand arround stainer ( up to 3 mtr. from the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour t&p 35 lowring of 32mm dia gi pipe with ets cutting , threding etc. com. 36 development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour t&p etc. com. and installation of india marka ii hndpump (padestal) its position and its centering 37 disaffection by chlorination work of development work of after handpump installation after devlopment including supply of all chemicals required. 38 const. of pcc plateform in 1:2:4 of size 1.85 mtr. dia as deparmental type design for india marka handpumpe 39 const. of pccdrain in 1:2:4as deparmental type design complete 40 embossing on pedestal as per direction of eng.i/c 41 provision for testing of water sample in district water qlty.lab of newly installed handpumpe

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

Local Bodies

TRN :49028253 | 15 May, 2025

Tender Value : 50.00 Lacs

Barmer - Rajasthan

Tender for supply of building material and equipment in gp barasan ps gudamalani-ghadla/kankar/jhajhra 2 mortar-soil/mud masala 3 lime from kali kiln for masonry work 4 cement 5 p.p.c. 6 white cement 7 fine aggregate 8 sand/gravel 9 fly ash 10 surkhi 11 stone dust (in masonry work) 12 ballast of stone/brick (for other than road work) 13 stone 40mm measured (grit broken by hand) (cut voids 1/11) 14 stone 40mm grit (broken by crusher) (cut voids 1/11) 15 stone 20mm grit (broken by crusher) 16 stone 12/10/6mm grit (broken by crusher) 17 brick ballast 18 material for road work (including 5 km lead) 19 63-40 mm stone crushed stone gravel (cut voids 1/11) 20 63-40 mm hand broken stone aggregate(cut voids 1/11) 21 90-45 mm. hand broken stone aggregate(cut voids 1/11) 22 quarry rubbish(cut voids 1/6) 23 gravel(cut voids 1/6) 24 kankar(cut voids 1/6) 25 binding material (pi 4-6)(cut voids 1/6) 26 brick (22.5 x 11 x 7.50 cm) 27 first class (i st class) 28 second class (ii class) 29 soling/ kharanja/ masonry stone 30 masonry beradda (rr) 31 masonry radda (cr) 32 kharanja soling (for flooring work upto 15cm height) 33 kharanja soling (for road/ kharanja work upto 23cm height) 34 jodhpuri type stone strips/arches/cuts (length 2-3, width 10-12,thickness 2.5-3.5) 35 stone chips (flaky material)(3-4 thick & length and width 1-2) 36 sandstone(dpc,sill,coping,lintel,tand,almirha etc) 37 upto 25mm thickness 38 upto 25-40mm thickness 39 upto 40-50mm thickness 40 upto 50-75mm thickness 41 upto 75-100mm thickness 42 upto 100-150mm thickness 43 flooring / patti pattan katla stone 44 flooring katla upto 35mm thick, min. 3 sqft or more area 45 patti pattan katla 60-75mm thickness, min. 3 sqft or more area 46 unpolished rough kota stone 47 900 sq. cm 48 upto 901 to 2300 sq. cm. 49 above 2300 sq. cm. 50 polished kota stone(one side polished) 51 upto 900 sq. cm. 52 upto 901 to 2300 sq. cm. 53 above 2300 sq. cm. 54 marble stone(makrana adanga 20mm thick) 55 upto 900 sq. cm. 56 upto 901 to 2300 sq. cm. 57 above 2300 sq. cm. 58 marble chips 59 marble powder 60 marble stone(rajnagar ii quality/local 20mm thick) 61 upto 900 sq. cm. 62 upto 901 to 2300 sq. cm. 63 above 2300 sq. cm. 64 stone frame 65 single paitaam size 100 x 75 mm. 66 double pattam size 125 x 75 mm. 67 stone plates 68 up to 1.5 m length, minimum 40mm thick 69 1.5 m to 2.40 m length, minimum 50mm thick 70 2.4 m to 3.0 m length, minimum 65mm thick 71 above 3.0 m length, minimum 75mm thick 73 glazed size-30x45 cm 74 mosaic size-40mm thick 75 vitrified size-60x60 cm 76 interlock tiles/brick/block for road work 77 cement interlocking block m-30grade, 60mm thick 78 cement interlocking block m-30grade, 80mm thick 79 cement interlocking block m-30grade, 100mm thick 80 fr pvc insulated copper conductor single core cable isi marked 81 1.50 sq. mm. 82 2.50 sq. mm. 83 0.50 sq. mm. 84 1.00 sq. mm. 85 4.00 sq. mm. 86 6.00 sq. mm. 87 local wood with fittings (for doors, windows and furniture) 88 mango 89 acacia 90 others 91 factory made doors (30mm thick, solid core single leaf) 92 structural steel 93 iron (tor steel fe 415/500 for reinforcement) 94 winding wire 18 gauge 95 iron girders 96 conical iron/ square bars/ leaf/ angle iron 97 barbed iron wire (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage 98 mesh 99 iron mesh (24 gauge, 14 mesh) 100 cement concrete mesh akash patal 40mm thick 101 glass 102 3mm thick glass 103 colour paint 104 enamel paint 105 distemper (water bound) 106 lime - for whitewashing (aras / kali) 107 primer (for iron / wood) 108 petroleum products 109 diesel hsd 110 movil oil 111 bitumen shalitex board (25 mm thick) 112 plain sheet 113 g.i. sheet 22 gauge (0.80 mm) 114 g.i. sheet 24 gauge (0.63 mm) 115 m.s. sheet 22 gauge (0.80 mm) 116 m.s. sheet 24 gauge (0.63 mm) 117 corrugated sheet 118 g.i. sheet 1 mm thick 119 gi sheet 22 gauge(0.80 m.m.) 120 asbestos cement sheet 6mm(2.5/2.75x1m) 121 other sheets 122 pvc sheet 1mm thick (coloured/plain) 123 green yellow literof expo sheet(183x90) 124 pipes 125 gi 15mm diameter(b class) 126 gi 20mm diameter(b class) 127 gi 25mm diameter(b class) 128 a.c. 75mm diameter 129 a.c. 100mm diameter 130 p.v.c. 90mm diameter diameter(with ring) 131 pvc 110 mm. diameter(with ring) 132 pvc 140 mm. diameter(with ring) 133 pvc 110 mm.(2.5kg/sq.cm) with coupler 134 sanitary 135 indian w.c. 136 orrisa w.c. 137 european w.c. 138 foot rest 139 porcelain urinal 430350300 mm with coupler, bracket and pvc waste pipe 140 wash-basin 450*300 mm with coupler, bracket and pvc waste pipe 141 stone beam (s.w.) pipe 100 mm. diameter, 0.6 m. long 142 c.p. pillar cock (dia 15 mm) (is mark) 143 c.p. bib cock (dia 15 mm) (is mark) 144 c.p. grating of 125 mm. diameter 145 r.c.c. np3 hum pipe with collar 146 1200 mm dia 147 1000mm dia 148 750mm dia 149 600mm dia 150 450mm dia 151 300mm dia 152 steel conduit isi marked 153 20 mm. diameter 154 25 mm dia 155 charcoal 156 p.v.c. water tank with cover (conforming to is:12701-1989) 157 13/0.20 mm twin core pvc sheathed, flat flexible copper cable 158 steel fasteners 6 mm x 75 mm 159 pvc conduit isi marked 160 25 mm diameter 161 20 mm diameter 162 junction box 163 20 mm two way 164 20 mm one way 165 25 mm two way 166 20 mm one way (pvc) 167 module gi box 168 for 3 modules 169 for 2 modules 170 module base & cover plate 171 for 2 modules 172 3 for module 173 modular switch one way, isi marked 174 sp 15/16 ampere 175 sp 5/6 ampere 176 modular socket outlet, isi marked 177 3 pin 5/6 ampere 178 6 pin 15/16 ampere 179 mcb db 180 2+ 2 way, spn, single door 181 2+4 way, spn, single door 182 2+6 way, spn, single door 183 gi pipe (medium grade) 184 15.00 mm diameter 185 40.00 mm diameter 186 copper wire 8 swg (4.00 mm dia.) (0.117 kg/m) 187 ci/ms cover plate, frame with locking arrangement attached to 188 diesel road roller 8 to 10 ton 189 truck 9 ton 190 tractor (25-40 hp) 191 tractor trolley 192 tractor water tanker capacity 4000 liter water 193 cement concrete mixer 5-7 cubic feet 194 pumping set 15 h.p . 195 niddle/plate vibrator with operator 196 camel cart/bullock cart with driver 197 grinding machine with operator (big, motor driven) 198 compressor 199 hydraulic excavater/jcb ( bucket capacity 0.4 cum) 200 dumper 201 scraper 202 shuttering of wooden plank, with installing tp along with bat and other materials on site, removing it after the prescribed period 203 installing shuttering ply along with bat and other materials on tp site, removing it after the prescribed period 204 shuttering iron plate along with bat and other materials along with tp installation at site, removal after specified period 205 water and pumping charges (filling) 206 grinding machine with operator (small, hand operated) 207 installing iron form for well (diameter 3m, height 75cm) along with tp at site, removing after specified period 208 cultivator

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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