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121 Housing Urban And Rular Development
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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
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122 Construction
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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
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123 Industrial Development Agencies
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corporations/Associations/Others
TRN :49023085 |  10 May, 2025
Tender Value : 10.32 Lacs
 Kanpur - Uttar Pradesh
Tender for tender for 27-construction of entrance gate in gram panchayat pachkhura block-sumerpur - steel work in built up tubular (round hollow tubes ),trusses etc. including cutting ,hoisting ,fixing in position and applying a priming coat of appd. steel primer including welding and bolted with special shaped etc. comp. in all respect hot finished seamless type tubes /pole dsr code no 10.16.2 2 s/f of 25.00mm long steel polished screw with washer 3 painting work with three coat of appd. synthetic enamel paint with one coat of primer 4 construction of r.c.c. foundation size 1.80x1.80mtr. and 1.80 mtr deep for builtup overhead structure including earth work in execavation 150mm thick lean concrete in 1:4:8 cement and coarce sand and 40mm gauge stone ballast r.c.c. with 1:1.5:3 cement ,coarse sand and 20mm stone grite including supply and groutingnof 25mm dia foundation bolt(600mm longas per provision of structure including cost of reinforcement and shuttering including all material ,labour t&p etc. required for proper completion of work including cartage up to site and all taxes labour cess etc. all complete work as per direction of e/i earth work in execavation in foundation by mech. means dsr code no 2.6.1 5 sand filling in foundationdsr code no 2.27 6 lean concrete in 1:4:8 infoundation dsr code no 4.1.8 7 r.c.c. 1:1.5:3 in foundation up to ground level dsr code no 5.1.2 a 8 reinforcement 2% of r.c.c. dsr code no 5.22a.1 9 trasportation .labour charges, t&p such as hydra and other tools etc. 10 providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 04 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc 67 2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.37 the sheeting shall have a pressure sensitive adhesive of the aggressive-tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting (confirming to astm d4956- 09 shall be pressure fixed the retro reflective sheeting (shall be tested for a certificate or having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility liner removal, adhesion, impact resistance, specular gloss and fungus resistance meeting the requirement of three years outdoor weathering of the sheeting as per irc 67-2012 & proof of the same report shall be uploaded which quoting (tende: the rate shall include all materials labour t&p transportation, installatic and incidentals all complete as per direction of the engineer-in-charge morth 801 s.i. no 11 lucknow sor
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124 Construction
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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 :
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125 Industrial Development Agencies
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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
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126 Industrial Development Agencies
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corporations/Associations/Others
TRN :49026548 |  27 May, 2025
Tender Value : 15.15 Lacs
 Baghpat - Uttar Pradesh
Tender for tender for providing led street light network in dark zone at iidc baghpat. - supply & fixing 90 w led street light having die cast aluminium body and diffuser with driver set suitable for 90 watt confirming to ip 66 protection complete in all respect with surge protection device. minimum cat aa (crompton/philips with 5 year warrenty against defects,damaged & missing)make: cormpton/philips/bajaj/wipro. 2 supply & fixing steel tubular pole 9.50 metre long designated 410 sp-39 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect. 3 s/f of street light junction box made of smc material complete with 4 way terminal block, cable gland etc. 4 s/f of 6 amp to 32 amp sp mcb (10ka) b curve 5 supply & fixing 32mm dia,1.20m long gi bend pipe with 02 nos. clamp of 50x6mm ms flat suitable for fixing street light on st pole including cost of men and t&p. 6 supply & fixing upsida logo plate(retro-reflective) on st pole including cost of clamp and nut & bolt as per design of e/i. 7 supply & fixing pole earthling of pole by inserting ms rod 20x2500mm in vertically ground level and connecting the pole with the help of 6 swg gi wire including cost of all material, men and t&p. in industrial area as per upsida/uppcl technical specification. 8 s/e of d clamps of 38mm x 6mm flat iron for wall/ roof type service bracket with bolts, nuts etc, complete in all respects including painting with aluminium paint 9 supply & fixing of 100 x 110 mm shackle insulator /100 x 80 mm pin insulator including g.i. bolts/ spindle nuts etc.complete in all respect.as pre uppwd sch. no. 621 10 supply, sagging & tensioning of 6 swg gi earth wire including cost of material, men and t&p 11 suppy,laying & drawing of3x1.5 sq mm pvc insulated copper cable for street/flood lights connection in existing pipe/surface/air as required including cost of material, men and t&p. (havells/polycab/grandlay) 12 supplying and laying of 25 sq.mm 3.5 core aluminium conductor pvc insulated, armoured, served, sheathed cable 1100 v grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand alround and protected with burnt bricks on sides and on top complete in all respects. uppwd sch 510(j)-507 13 supply and laying of 16 sq mm 2 core aluminium conductor pvc insulated , armoured , served ,sheathed cable 1100 v grade in existing pipe/surface/pole etc.( havells/polycab/grandley) schedule 501©-507 14 supply & fixing of 25 sq. mm 3.5 core cable socket/lug with insulated tape in cable termination complete in all respect. 15 supply & fixing of 16 sq. mm 2 core cable socket/lug with insulated tape in cable termination complete in all respect. 16 supply & fixing of 25 sq. mm 3.5 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 17 supply & fixing of 16 sq. mm 2 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 18 providing & fixing 35mm x6mm g.i. earth strip on surface or in recess including cost of gi saddle/al. alloy/cadmium/pvc fastener etc.plated iron screw etc. as required for connections. 19 supply and fixing of ms/gi clamp as per design suitable for fixing shackle insulator, made out for 50x6mm m.s. flat including nut, bolt & washer.(for tun and t-points ) 20 supply , sagging & tensoning of overhead line with insulated acsr weasel conductor including binding etc complete in all respects. 21 supply,sagging,tensioning,jointing and binding of acsr weasel conductor including cost of aluminium tape binding wire and jointing sleeves complete in all respects including materiai,men an t&p for proper completion of work . 22 cleaning & spray painting of st bend pole and power st pole ( upto 7 mtr height in case of shut down) with one coat of red oxide primerand two coat of aliminium paint/pu paint as per direction of engineer incharge including cost of all material, men and hydraulic cran,other t&p ( burger/nerolac/asian mark) 23 painting letter ( pole no. ) 2.5 cmm up to 8.0 cm size complete on street light pole/panel/other electrical properties under upsida including cost of all material , men and t&p. uppwd civilsor sch item mno.817, ch-26 24 supply & fixing of 16 mtr high mast shaft of approved make with rising system hot dip glavanized inside & out sidedip,heavingpolesheetthickness3mm.topdia minium 150 mm, bottom dia 360 mmbase plate 32 mm thicksuitable forwindvelocity asperis 875part 3& havingnocircumferentialweld,withaccessoriesfor highmastsuchasheadframesuitablefor6to12 luminaries&its controlgearboxes 1.5hppowertool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch,including making suitable foundationaspermanufaturedrawing/sitereuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. (bajaj/philips/wipro/crompton/bp & approved make in uppwd) all respect (bajaj/philips/wipro/bp & approved make in ppwd) with upsida acrylic glow shine prescribed logo 25 supply & fixing of factory wired integral 200 w led flood light luminaries with die cast aluminium housing built with driver set confirming to ip 66 protection complete in all respect, cat.-aa (bajaj/philips/wipro/crompton/approved make in uppwd) with labour. 26 supply and fixing 25a tpn capacity of automatic street light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering insteument & instrument box with cts etc. complete in all respect. (with labour) 27 supply and wiring of submain with 2 number 2.5 sqmm frlsh pvc insulated single core multistranded copper conductor cable in existing conduit complete in all respects complete. 28 supplying and laying of 16 sq.mm 4 core aluminium conductor pvc insulated, armoured, served, sheathed cable 1100 v on serface the cable run shall be fixed on ms clamps etc of suitable size or as directed by the e.i. grade at a complete in all respects cable laying in existing pipe. (havells/polycab/grandley) 29 supply & laying of 63 mm hdpe pipe isi marked along with all accessories like socket, bend, couple etc. confirming to is 14930 part il complete with fitting and cutting jointing etc direct in grownd 75 cm below ground level including excavition and refilling the trench but excluding sand cushining and protective covering etc. 30 supply & fixing of 16 sq. mm 4 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 31 supply & fixing of 16 sq. mm size pin or plan type copper tin plated socket/lug to cable leads with insulated tape and making connection to point complete in all respect. 32 supply & fixing of 50 mm dia gi pipe b class for climbing up the cable from ground to over head line lt pole complete with gl fitting including material, labour and t&p as per upsidc sch item no. 25a. 1(ls 6.0 mtr for each hm) 33 supply and laying of 32mm x6mm g.i. earth strip from earth electroded directly in the ground level as required on surface or in recess including cost of gl saddle/al. alloy/cadmium/pvc fastener etc.plated iron screw etc. as required for connections. (5m for each) 34 s/b of 40 mm dia x 4.5 mtr. long g.i. pipe vertically for earthing having 12 mm dia. holes spaced 75 mm apart drilled upto 2 mtr, from the bottom complete with earthing lead of no.6 to 8 swg gi wire in g.i.pipe upto appron upto switch board 30 cm square box with hinged cover masonary enclosure. funnel of top, alternate layers of charcoal and salt at least 150 mm thick alround etc. as per direction e/i complete in all respect as per drawing uppwd sch. no. 701 35 supply & erection of stay set at 3.5 metres away from the pole complete with galvanised 19 mm dia x1.80 metre long stay rod, 30 cm x 30 x 6.3 mm anchor plate, thimble stay clamps, stay insulator, 19 mm 600 mm double screw tightener, 7/3.5 mm g.i. stay wire etc. in 1:3:6 cement concrete complete in all respect. 36 supply & fixing of led light strip with driver on street light pole at central verge road no. 1 &2 including cost work t&p men and material complete in all respect. the led strip should be in tri colour as red, white and green (each colour 6 mtr.respectively.) with 01 year warranty against defects/damage/missing. 37 supply and wiring of sub main with 02 nos.of 2.5 sq.mm frlsh pvc insulated 1100 v grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and t&p required for proper completion of work as directed e/i 38 fabrication, supply and fixing of work information board in m.s. frame made by 50mm dia square pipe of stainless steel grade ss-304 & 16 mm thick base plate with back supporting of bracing by ms flat of 25x6mm and 2.85 mtr long supporting leg made from 65mm pipe ss-304 grade with proper grouting arrangement. the board should be retro reflective type in green color with white letters as required and shall be fixed at a height of 1.2 meter from ground by providing 0.45x0.45x0.60 mtr cement concrete stone pad as per drawing enclosed.the borad should be installed within 07 day of signing of contract boand.)
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127 Public Administrative Department
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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 430*350*300 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
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128 Railway Transport
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Central Government/Public Sector
TRN :49029354 |  14 May, 2025
Tender Value : 0
 Gorakhpur - Uttar Pradesh
Tender for auction sale of scrap ms leftover quantities of melting items, consisting of rusted, degraded, and dusted materials, including components such as nuts, bolts, rivets, ms rings, slotted nuts, hex head bolts, levers, yokes, tension rods, cbc parts, small springs, collars, wearing plates, retaining caps, handles, ms plates, sheets, strips, hose assemblies, clips, window frame levers, dog spikes, avm pads, tower bolts, tension devices, silent blocks, shock absorbers, and bmbc parts like cylinder bodies, pistons, piston packings, plungers, springs, circlips, trunks, tee bolts, ratchets, adjusting tubes, washers, bushes, hand brake trunnions, split pins, cotters, rail fitting spares, jubilee clips, dust excluders, latches, plunger shims, special washers, flanges, bmbc covers, and other similar ms items. these materials are available in various types and sizes, with or without rubber attachments, and may include additional known or unknown ms components.condition: - (1) the lot will be sold on an as-is, where-is basis. the provided lot weight is an estimate. (2) bidders are strongly advised to physically inspect the materials before placing a bid (3) no claims regarding the materials quality, quantity, or condition will be entertained after the sale.location: - bin no. 02 ? 04, scrap yard area ? albpl, dbaw,gst 18%, tcs-1%, hsn 72045000, allocation-20213108
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129 Civil Work
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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 700*750*430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400*400*450 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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130 Municipal Corporation
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corporations/Associations/Others
TRN :49029516 |  19 May, 2025
Tender Value : 70.00 Lacs
 Kutch - Gujarat
Tender for annual rate contract for the work to supply various goods at water works department of gandhidham municipal corporation.=1 isi mark 6kg/cm2 pvc pipe with socket, supreme, finolex, prince, dutron, mefer and its equivalent 1.1 63mm 1.2 90mm 1.3 110mm 1.4 160mm 1.5 200mm 1.6 225mm 2 isi mark 4kg/cm2 pvc pipe with as above mentioned brand 2.1 63mm 2.2 90mm 2.3 110mm 2.4 160mm 2.5 200mm 2.6 225mm 3.1 6 cast iron foot valve 3.2 8 cast iron foot valve 3.3 10 cast iron foot valve 4.1 6 cast iron isi mark non return valve 4.2 8 cast iron isi mark non return valve 4.3 10 cast iron isi mark non return valve 5.1 3 cast iron isi mark pn-1 sluice valve 5.2 4 cast iron isi mark pn-1 sluice valve 5.3 6 cast iron isi mark pn-1 sluice valve 5.4 8 cast iron isi mark pn-1 sluice valve 5.5 10 cast iron isi mark pn-1 sluice valve 5.6 12 cast iron isi mark pn-1 sluice valve 5.7 14 cast iron isi mark pn-1 sluice valve 5.8 16 cast iron isi mark pn-1 sluice valve 5.9 18 cast iron isi mark pn-1 sluice valve 5.10 24 cast iron isi mark pn-1 sluice valve 6 isi mark class 10kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, short collar 6.1 3 short collar 6.2 4 short collar 6.3 6 short collar 6.4 8 short collar 6.5 10 short collar 6.6 12 short collar 6.7 14 short collar 6.8 16 short collar 6.9 18 short collar 6.10 24 short collar 7 isi mark class 10kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, long collar 7.1 3 long collar 7.2 4 long collar 7.3 6 long collar 7.4 8 long collar 7.5 10 long collar 7.6 12 long collar 7.7 14 long collar 7.8 16 long collar 7.9 18 long collar 7.10 24 long collar 8 isi mark class 15kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, short collar 8.1 3 short collar 8.2 4 short collar 8.3 6 short collar 8.4 8 short collar 8.5 10 short collar 8.6 12 short collar 8.7 14 short collar 8.8 16 short collar 8.9 18 short collar 8.10 24 short collar 9 isi mark class 15kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, long collar 9.1 3 long collar 9.2 4 long collar 9.3 6 long collar 9.4 8 long collar 9.5 10 long collar 9.6 12 long collar 9.7 14 long collar 9.8 16 long collar 9.9 18 long collar 9.10 24 long collar 10 cast iron double acting air valve 3 to 24 11 isi brand engine with couple pump (dewatering set) mounted on trolley with two tires tube, heavy duty suction pipe 4 meters and heavy duty delivery pipe 10 meters 11.1 5 hp 11.2 7.5 hp 11.3 10 hp 12 isi mark priming motor with pump 12.1 0.5 hp 12.2 1 hp 13 cast iron tail piece flanged to fit class 10 kg/cm2 ac pipe from 3 to 24 14 80mm to 600mm cast iron fitting flange and without flange 15 isi brand heavy duty valve opening wrench taparia make or its equivalent 15.1 14 15.2 18 15.3 24 16 isi mark heavy duty fix spanner set 17 isi mark heavy duty ring spanner set 18 chain pully block 5 ton capacity 19 20 21 solution for pvc pipe joint 22 waterproof compound 23 liquid for quick cement setting in leakage repair 24 aprooved quality black japan oil paint 25.1 1/2 isi mark brass wheel valve 25.2 3/4 isi mark brass wheel valve 25.3 1 isi mark brass wheel valve 25.4 1/5 isi mark brass wheel valve 25.5 2 isi mark brass wheel valve 25.6 2/5 isi mark brass wheel valve 25.7 3 isi mark brass wheel valve 26.1 6 6mm thick ms pipe 26.2 10 6mm thick ms pipe 27.1 3 ms flange 27.2 4 ms flange 27.3 6 ms flange 27.4 8 ms flange 27.5 10 ms flange 27.6 12 ms flange 27.7 14 ms flange 27.8 16 ms flange 27.9 18 ms flange 27.10 24 ms flange 28 fatakdi 29.1 1/2 gi pipe 29.2 3/4 gi pipe 29.3 1 gi pipe 29.4 2 gi pipe 29.5 3 gi pipe 29.6 4 gi pipe 30 hypo chloride solution 80 to 90 gpl (chlorine liquid) in plastic cane 31 chlorine tablet isi mark 32 bleaching powder 33.1 200 liter heavy pvc tanki 33.2 500 liter heavy pvc tanki 33.3 700 liter heavy pvc tanki 33.4 1000 liter heavy pvc tanki 34 nut blot 35 rubber packing 36 spun yarn 37 stad nut approved quality 38 hexa frame approved quality 39 hexo blade isi marked 40 hand glowes isi marked 41 isi mark pvc fittings all socket, elbow, tee, inner, outer and cap etc. 41.1 2 41.2 3 41.3 4 41.4 6 41.5 8 42 all type gi fittings 43.1 3 dhoriya pipe (pvc) (can be wrapped) 43.2 4 dhoriya pipe (pvc) (can be wrapped) 43.3 5 dhoriya pipe (pvc) (can be wrapped) 43.4 6 dhoriya pipe (pvc) (can be wrapped) 44.1 2 saction pipe (for water tanker) 44.2 2/5 saction pipe (for water tanker) 44.3 3 saction pipe (for water tanker) 44.4 4 saction pipe (for water tanker) 44.5 5 saction pipe (for water tanker) 45.1 1/2 pvc fittings (socket) 45.2 3/4 pvc fittings (socket) 45.3 1 pvc fittings (socket) 45.4 1.5 pvc fittings (socket) 45.5 2 pvc fittings (socket) 45.6 3 pvc fittings (socket) 45.7 4 pvc fittings (socket) 45.8 5 pvc fittings (socket) 45.90 6 pvc fittings (socket) 45.10 8 pvc fittings (socket) 45.11 9 pvc fittings (socket) 45.12 10 pvc fittings (socket) 45.13 12 pvc fittings (socket) 46.1 1/2 pvc fittings (tee) 46.2 3/4 pvc fittings (tee) 46.3 1 pvc fittings (tee) 46.4 1.5 pvc fittings (tee) 46.5 2 pvc fittings (tee) 46.6 3 pvc fittings (tee) 46.7 4 pvc fittings (tee) 46.8 5 pvc fittings (tee) 46.9 6 pvc fittings (tee) 46.10 8 pvc fittings (tee) 46.11 9 pvc fittings (tee) 46.12 10 pvc fittings (tee) 46.13 12 pvc fittings (tee) 47.1 1/2 pvc fittings (elbow) 47.2 3/4 pvc fittings (elbow) 47.3 1 pvc fittings (elbow) 47.4 1.5 pvc fittings (elbow) 47.5 2 pvc fittings (elbow) 47.6 3 pvc fittings (elbow) 47.7 4 pvc fittings (elbow) 47.8 5 pvc fittings (elbow) 47.9 6 pvc fittings (elbow) 47.10 8 pvc fittings (elbow) 47.11 9 pvc fittings (elbow) 47.12 10 pvc fittings (elbow) 47.13 12 pvc fittings (elbow) 48.1 1/2 pvc fittings (outer) 48.2 3/4 pvc fittings (outer) 48.3 1 pvc fittings (outer) 48.4 1.5 pvc fittings (outer) 48.5 2 pvc fittings (outer) 48.6 3 pvc fittings (outer) 48.7 4 pvc fittings (outer) 48.8 5 pvc fittings (outer) 48.9 6 pvc fittings (outer) 48.10 8 pvc fittings (outer) 48.11 9 pvc fittings (outer) 48.12 10 pvc fittings (outer) 48.13 12 pvc fittings (outer) 49.1 1/2 pvc fittings (inner) 49.2 3/4 pvc fittings (inner) 49.3 1 pvc fittings (inner) 49.4 1.5 pvc fittings (inner) 49.5 2 pvc fittings (inner) 49.6 3 pvc fittings (inner) 49.7 4 pvc fittings (inner) 49.8 5 pvc fittings (inner) 49.9 6 pvc fittings (inner) 49.10 8 pvc fittings (inner) 49.11 9 pvc fittings (inner) 49.12 10 pvc fittings (inner) 49.13 12 pvc fittings (inner) 50.1 1/2 pvc fittings (reducer) 50.2 3/4 pvc fittings (reducer) 50.3 1 pvc fittings (reducer) 50.4 1.5 pvc fittings (reducer) 50.5 2 pvc fittings (reducer) 50.6 3 pvc fittings (reducer) 50.7 4 pvc fittings (reducer) 50.8 5 pvc fittings (reducer) 50.9 6 pvc fittings (reducer) 50.10 8 pvc fittings (reducer) 50.11 9 pvc fittings (reducer) 50.12 10 pvc fittings (reducer) 50.13 12 pvc fittings (reducer) 51.1 1/2 pvc fittings (end cap (dummy)) 51.2 3/4 pvc fittings (end cap (dummy)) 51.3 1 pvc fittings (end cap (dummy)) 51.4 1.5 pvc fittings (end cap (dummy)) 51.5 2 pvc fittings (end cap (dummy)) 51.6 3 pvc fittings (end cap (dummy)) 51.7 4 pvc fittings (end cap (dummy)) 51.8 5 pvc fittings (end cap (dummy)) 51.9 6 pvc fittings (end cap (dummy)) 51.10 8 pvc fittings (end cap (dummy)) 51.11 9 pvc fittings (end cap (dummy)) 51.12 10 pvc fittings (end cap (dummy)) 51.13 12 pvc fittings (end cap (dummy)) 52.1 1/2 pvc fittings (broos) 52.2 3/4 pvc fittings (broos) 52.3 1 pvc fittings (broos) 52.4 1.5 pvc fittings (broos) 52.5 2 pvc fittings (broos) 52.6 3 pvc fittings (broos) 52.7 4 pvc fittings (broos) 52.8 5 pvc fittings (broos) 52.9 6 pvc fittings (broos) 52.10 8 pvc fittings (broos) 52.11 9 pvc fittings (broos) 52.12 10 pvc fittings (broos) 52.13 12 pvc fittings (broos) 53.1 2 pvc fittings (dee-corlar) 53.2 3 pvc fittings (dee-corlar) 53.3 4 pvc fittings (dee-corlar) 53.4 5 pvc fittings (dee-corlar) 53.5 6 pvc fittings (dee-corlar) 53.6 7 pvc fittings (dee-corlar) 53.7 8 pvc fittings (dee-corlar) 53.8 9 pvc fittings (dee-corlar) 53.9 10 pvc fittings (dee-corlar) 53.10 11 pvc fittings (dee-corlar) 53.11 12 pvc fittings (dee-corlar) 53.12 13 pvc fittings (dee-corlar) 53.13 14 pvc fittings (dee-corlar) 53.14 15 pvc fittings (dee-corlar) 53.15 16 pvc fittings (dee-corlar) 53.16 17 pvc fittings (dee-corlar) 53.17 18 pvc fittings (dee-corlar) 53.18 19 pvc fittings (dee-corlar) 53.19 20 pvc fittings (dee-corlar) 53.20 21 pvc fittings (dee-corlar) 53.21 22 pvc fittings (dee-corlar) 53.22 23 pvc fittings (dee-corlar) 53.23 24 pvc fittings (dee-corlar) 54.1 2 pvc fittings (long band) 54.2 3 pvc fittings (long band) 54.3 4 pvc fittings (long band) 54.4 5 pvc fittings (long band) 54.5 6 pvc fittings (long band) 54.6 7 pvc fittings (long band) 54.7 8 pvc fittings (long band) 54.8 9 pvc fittings (long band) 54.9 10 pvc fittings (long band) 54.10 11 pvc fittings (long band) 54.11 12 pvc fittings (long band) 54.12 13 pvc fittings (long band) 54.13 14 pvc fittings (long band) 54.14 15 pvc fittings (long band) 54.15 16 pvc fittings (long band) 54.16 17 pvc fittings (long band) 54.17 18 pvc fittings (long band) 54.18 19 pvc fittings (long band) 54.19 20 pvc fittings (long band) 54.20 21 pvc fittings (long band) 54.21 22 pvc fittings (long band) 54.22 23 pvc fittings (long band) 54.23 24 pvc fittings (long band) 55.1 2 pvc fittings (pvc clamp) 55.2 3 pvc fittings (pvc clamp) 55.3 4 pvc fittings (pvc clamp) 55.4 5 pvc fittings (pvc clamp) 55.5 6 pvc fittings (pvc clamp) 55.6 7 pvc fittings (pvc clamp) 55.7 8 pvc fittings (pvc clamp) 55.8 9 pvc fittings (pvc clamp) 55.9 10 pvc fittings (pvc clamp) 55.10 11 pvc fittings (pvc clamp) 55.11 12 pvc fittings (pvc clamp) 55.12 13 pvc fittings (pvc clamp) 55.13 14 pvc fittings (pvc clamp) 55.14 15 pvc fittings (pvc clamp) 55.15 16 pvc fittings (pvc clamp) 55.16 17 pvc fittings (pvc clamp) 55.17 18 pvc fittings (pvc clamp) 55.18 19 pvc fittings (pvc clamp) 55.19 20 pvc fittings (pvc clamp) 55.20 21 pvc fittings (pvc clamp) 55.21 22 pvc fittings (pvc clamp) 55.22 23 pvc fittings (pvc clamp) 55.23 24 pvc fittings (pvc clamp) 56.1 1/2 gi fittings (socket) 56.2 3/4 gi fittings (socket) 56.3 1 gi fittings (socket) 56.4 1.5 gi fittings (socket) 56.5 2 gi fittings (socket) 56.6 3 gi fittings (socket) 56.7 4 gi fittings (socket) 56.8 5 gi fittings (socket) 56.9 6 gi fittings (socket) 56.10 8 gi fittings (socket) 57.1 1/2 gi fittings (tee) 57.2 3/4 gi fittings (tee) 57.3 1 gi fittings (tee) 57.4 1.5 gi fittings (tee) 57.5 2 gi fittings (tee) 57.6 3 gi fittings (tee) 57.7 4 gi fittings (tee) 57.8 5 gi fittings (tee) 57.9 6 gi fittings (tee) 57.10 8 gi fittings (tee) 58.1 1/2 gi fittings (elbow) 58.2 3/4 gi fittings (elbow) 58.3 1 gi fittings (elbow) 58.4 1.5 gi fittings (elbow) 58.5 2 gi fittings (elbow) 58.6 3 gi fittings (elbow) 58.7 4 gi fittings (elbow) 58.8 5 gi fittings (elbow) 58.9 6 gi fittings (elbow) 58.10 8 gi fittings (elbow) 59.1 1/2 gi fittings (outer) 59.2 3/4 gi fittings (outer) 59.3 1 gi fittings (outer) 59.4 1.5 gi fittings (outer) 59.5 2 gi fittings (outer) 59.6 3 gi fittings (outer) 59.7 4 gi fittings (outer) 59.8 5 gi fittings (outer) 59.9 6 gi fittings (outer) 59.10 8 gi fittings (outer) 60.1 1/2 gi fittings (inner) 60.2 3/4 gi fittings (inner) 60.3 1 gi fittings (inner) 60.4 1.5 gi fittings (inner) 60.5 2 gi fittings (inner) 60.6 3 gi fittings (inner) 60.7 4 gi fittings (inner) 60.8 5 gi fittings (inner) 60.9 6 gi fittings (inner) 60.10 8 gi fittings (inner) 61.1 1/2 gi fittings (reducer) 61.2 3/4 gi fittings (reducer) 61.3 1 gi fittings (reducer) 61.4 1.5 gi fittings (reducer) 61.5 2 gi fittings (reducer) 61.6 3 gi fittings (reducer) 61.7 4 gi fittings (reducer) 61.8 5 gi fittings (reducer) 61.9 6 gi fittings (reducer) 61.10 8 gi fittings (reducer) 62.1 1/2 gi fittings (nipple) 62.2 3/4 gi fittings (nipple) 62.3 1 gi fittings (nipple) 62.4 1.5 gi fittings (nipple) 62.5 2 gi fittings (nipple) 62.6 3 gi fittings (nipple) 62.7 4 gi fittings (nipple) 62.8 5 gi fittings (nipple) 62.9 6 gi fittings (nipple) 62.10 8 gi fittings (nipple) 63.1 1/2 gi fittings (end cap (dummy)) 63.2 3/4 gi fittings (end cap (dummy)) 63.3 1 gi fittings (end cap (dummy)) 63.4 1.5 gi fittings (end cap (dummy)) 63.5 2 gi fittings (end cap (dummy)) 63.6 3 gi fittings (end cap (dummy)) 63.7 4 gi fittings (end cap (dummy)) 63.8 5 gi fittings (end cap (dummy)) 63.9 6 gi fittings (end cap (dummy)) 63.10 8 gi fittings (end cap (dummy)) 64.1 1/2 apvc fittings (socket) 64.2 3/4 apvc fittings (socket) 64.3 1 apvc fittings (socket) 64.4 1.5 apvc fittings (socket) 64.5 2 apvc fittings (socket) 64.6 3 apvc fittings (socket) 64.7 4 apvc fittings (socket) 64.8 5 apvc fittings (socket) 64.9 6 apvc fittings (socket) 65.1 1/2 apvc fittings (tee) 65.2 3/4 apvc fittings (tee) 65.3 1 apvc fittings (tee) 65.4 1.5 apvc fittings (tee) 65.5 2 apvc fittings (tee) 65.6 3 apvc fittings (tee) 65.7 4 apvc fittings (tee) 65.8 5 apvc fittings (tee) 65.9 6 apvc fittings (tee) 66.1 1/2 apvc fittings (elbow) 66.2 3/4 apvc fittings (elbow) 66.3 1 apvc fittings (elbow) 66.4 1.5 apvc fittings (elbow) 66.5 2 apvc fittings (elbow) 66.6 3 apvc fittings (elbow) 66.7 4 apvc fittings (elbow) 66.8 5 apvc fittings (elbow) 66.9 6 apvc fittings (elbow) 67.1 1/2 apvc fittings (outer) 67.2 3/4 apvc fittings (outer) 67.3 1 apvc fittings (outer) 67.4 1.5 apvc fittings (outer) 67.5 2 apvc fittings (outer) 67.6 3 apvc fittings (outer) 67.7 4 apvc fittings (outer) 67.8 5 apvc fittings (outer) 67.9 6 apvc fittings (outer) 68.1 1/2 apvc fittings (inner) 68.2 3/4 apvc fittings (inner) 68.3 1 apvc fittings (inner) 68.4 1.5 apvc fittings (inner) 68.5 2 apvc fittings (inner) 68.6 3 apvc fittings (inner) 68.7 4 apvc fittings (inner) 68.8 5 apvc fittings (inner) 68.9 6 apvc fittings (inner) 69.1 1/2 apvc fittings (reducer) 69.2 3/4 apvc fittings (reducer) 69.3 1 apvc fittings (reducer) 69.4 1.5 apvc fittings (reducer) 69.5 2 apvc fittings (reducer) 69.6 3 apvc fittings (reducer) 69.7 4 apvc fittings (reducer) 69.8 5 apvc fittings (reducer) 69.9 6 apvc fittings (reducer) 70.1 1/2 apvc fittings (end cap(dummy)) 70.2 3/4 apvc fittings (end cap(dummy)) 70.3 1 apvc fittings (end cap(dummy)) 70.4 1.5 apvc fittings (end cap(dummy)) 70.5 2 apvc fittings (end cap(dummy)) 70.6 3 apvc fittings (end cap(dummy)) 70.7 4 apvc fittings (end cap(dummy)) 70.8 5 apvc fittings (end cap(dummy)) 70.9 6 apvc fittings (end cap(dummy))
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