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List of building-structure-work Tenders

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

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Central Government/Public Sector

TRN :49021106 | 21 May, 2025

Tender Value : 1

Mysore - Karnataka

Tender for tender for providing architectural, design consultancy including project management services for construction of multipurpose building and trainee hostel with vip transit house building at beml township, mysuru; 1 basic engineering shall include topographic survey, complete building layout and plan for both the buildings (multipurpose building & trainee hostel with vip transit house) with suitability to cater the required facility & 3d walk through presentations. 03 (three) different optional layout plans in 2d with elevations, shall be presented for discussion & approvals from beml. 3d walkthrough presentations to be made for approved /corrected option. the selected one option shall be used for detailed design and execution. i) 15 days from scheduled date of commencement of work for submission of building layouts in 2d 20% of the total quoted amount shall be paid on completion of jobs mentioned at sl. nos (i) & (ii) (ii) 21 days from the date of acceptance of plant layout by beml for submission of 3d walk-through presentation. 2 soil testing and borewell points: (i) conducting soil testing in both the locations by a reputed agency and submission of the report. (ii)hydrogeological investigation for identification borewell points on both the locations and submission of the report. 30 days from the date of commencement mentioned in the po. 10% shall be paid after completion of soil testing and submission of report 3 complete design / calculations & detailed engineering for multipurpose building & trainee hostel with vip transit house sufficiently rigid to take wind & seismic load as applicable in that area and shall also include analysis and design of civil, architectural and structural for foundation structures, drainage system, roads, waste water treatment plants, firefighting system, mechanical works like interiors, air-conditioning, furniture, electrical works including substation, dg set, dg room, & allied required works, utility services pump house, ug sump, oht, rain water harvesting, garden , drinking water system, sanitary lines, office area, material store etc., complete for all that is required as per the required mentioned in the page 13 and 14. the above description is for information purpose and beml ltd., may add or delete additional utilities, facilities, during the tenure of the project. the green building concept may be opted in the design, wherever applicable. preparation and submission of estimates based on latest mes ssr & market rates, boq, detailed specification and assisting m/s beml ltd., for finalization of contract for execution. 4 liasoning works: i)preparation & submission of all relevant documents and obtaining approvals/license from mysuru city corporation authorities, forest department, electricity board, or any statutory approval from govt. bodies/quasi/local acts as required before starting of project and after completion of the work for completion of the project in all respects. note: beml ltd., shall pay all the statutory fees/payments as applicable to the concerned agencies / departments on production of documentary proofs. concurrent activity 10% of the total quoted amount shall be paid on submission of the approvals/license from the statutory bodies before execution. 10% of the total quoted amount shall be paid on submission of the approvals/license from the statutory bodies after completion of the project. 5 third party design certification: preparation & submission of all relevant documents and obtain approvals from third party certification for structural design calculations from iit’s/iisc. concurrent activity 10% of the total quoted amount shall be paid on submission of the certification report. 6 project monitoring: preparation and release of good for construction drawings, 3d views for interior works (as hard copies and soft copy -03 copies), preparation of pert chart activity wise using software and monitoring of weekly progress by submitting the progress report. the consultant has to verify, certify the quality and quantities or any relevant document essential for the rar & final bills claimed by executing contractor/s before those bills are submitted to beml ltd., the consultant has to prepare/certify deviation order, rate analysis for non-tender items, if any and completion certificate for executing contractor/s.

State Government

TRN :49021266 | 20 May, 2025

Tender Value : 10.65 Lacs

Baghpat - Uttar Pradesh

Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.

State Government

TRN :49021607 | 16 May, 2025

Tender Value : 81.38 Lacs

Manali - Himachal Pradesh

Tender for construction of govt. sen. sec.school at jana,distt. kullu (h.p.)(sh:-c/o building portion (basment- i basement-iiground floor complete and framed structureroofing work of first floor only) including w.s & s.i, septic tank and site development)

State Government

TRN :49021711 | 15 May, 2025

Tender Value : 12.20 Crore

Lucknow - Uttar Pradesh

Tender for interior work furniture audio visual structured cabling system networking (lan) wi-fi system and web security and ip cctv system etc for operation of the building of state disaster management authority in lucknow district

Local Bodies

TRN :49022842 | 16 May, 2025

Tender Value : 8.07 Lacs

Raebareli - Uttar Pradesh

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

State Government

TRN :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 :

State Government

TRN :49029514 | 16 May, 2025

Tender Value : 54.50 Lacs

Jhansi - Uttar Pradesh

Tender for tender for work of installing tin shed in narsingh bhagwan temple premises in nagar panchayat katera - excavation in soil mixed with moorum/ shingle/ kankar requiring the use of special t&p such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. s.i no - 252.ch.4 2 cement concrete with 4cmgauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.pcc si no.281.ch-5. 3 r.c.c work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in footing excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 b w.g.g.i. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & t&p etc required for proper completion of the work. binding wire cost being included in the item 287 -1st.ch-5. 4 rcc work with cement approved coarse sand, and 2cm (3/4) gauge, approved stone ballast in the proportion 1:1.5:3 in column, excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.i. binding wire, an including necessary cantering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost.si no.288-1st.ch-5. 5 brick work with non modular fly ash lime bricks (falg bricks) conforming to is:12894, class designation 10 average compressive strength in foundation cement mortar 1:6 (1 cement : 6 coarse sand) as per sor s.i. no. dsr 6.34.ch-6. 6 r.c.c work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in plinth beam/lighter beam excluding supply of reinforcement and its binding wire and including its fixing and binding the same with 24 b w.g.g.i. binding wire an including neccecary centering & shuttering etc & also including supply of all materials labour & t&p etc required for proper completion of the work. binding wire cost being included in the item no-285 1st.ch-5. 7 brick work with non modular fly ash lime bricks (falg bricks) conforming to is:12894, class designation 10 average compressive strength in super structure cement mortar 1:4 (1 cement : 4 coarse sand) as per sor s.i. no. dsr 6.34.ch-6. 8 earth work in cutting or in filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth and earthwork in embankment to be in 20 cm(8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by engineer-in-charge. s.i. no.253.ch-4. 9 mild steel or iron work in plain work such as reinforced concrete/brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured.si. no. 504 10 15 mm thick plaster on rough side brick work minimum thickness not less than 10 mm with cement mortar in proportion of 1:6 cement and fine sand of 1.25 fineness modulus including supply of all materials, labour and tools and plants etc required for proper completion of the work.si no.17.59(3) 11 providing and applying plaster of paris putty of 2 mm thickness over plasterod surfaco to prepare the surface even and smooth complete. s.i. no. new item ref. dar-13.26. ch.-15. 12 finishing walls with water proof cement paint of approved makeand quality on new work with three coats to give an even shade including supply of all materials labour, tools and plants etc. required for proper completion of work.si no.660+661 13 kota stone slab 20 mm thick in kitchen slab over 20 mm thick base of 1:4 cement morter laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab s.i no 14.43 (a), ch-14. 14 for teen shed and godown-

Central Government/Public Sector

TRN :34405726 | 08 May, 2025

Tender Value : 0

Baramulla - Jammu And Kashmir

Tender for gem bids for pre fabricated shelter made up of steel structure and hybrid pir panels in wall , fire extinguisher of capacity 2 kgs along with its accessories confirming to is 13849 two nos with each shelter , heating device kerosene based two nos heating , lightning conductor. lightning conductor will be provided as under and stores are as per appx e and drg at appx f sheet 10 10 , aggregate 20mm. stone aggregate to be crushed rock , aggregate 40mm. stone aggregate to be crushed rock , manufactured sand m sand confirming to is 383 2016 specifications for coarse and fine aggregates , bricks common burnt clay building bricks sub class b , white cement make- birla white jk cement acc packet 01 kg , water proof floor silica panels of size 600 x 600 mm with minimum thickness of 10 mm , non skid ceramic tiles coloured 7 to 8 mm thick in floors etc , prefabricated foundation reinforcement type f 2 made of 12 mm and 10 mm for steel as main bars and 8 mm dia deformed bars as in stirrups including cutting bending , form work type 2 timber form work material for columns of size 0.3 x 0.3 x 0.9m and columns footing of size 0.9 x 0.9 x 0.3 m , rapidite quick setting liquid. , ms clamp msde of ms flat 40 x 4 mm 200mm long bent in l shape with two holes of 12mm dia on each end. 04 x nut and bolt of size 10 x 50 mm with washer. , pvc ceiling rose 2 obliq 3 terminal make anchor pilot 3 plate , led tube light fitting 1 x 18w 4 feet long complete with all , xlpe insulated pvc seathed heavy duty armoured multi core cable 16 sqmm 2 core aluminum conductor for working voltage up to and including , cable pvc insulated unsheathed single core flexible copper conductor 1100v grade of size 1.5 sqmm , cable pvc insulated unsheathed single core flexible copper conductor

State Government

TRN :34400846 | 17 May, 2025

Tender Value : 22.54 Crore

Darrang - Assam

Tender for construction of planning, designing, and construction on epc basis rcc framed structure building g+1 kitchen block including additional height,with support services and allied facilities by incorporating stipulated specifications including handing over complete as per scope of work and directions of engineer-in-charge by incoprating stipulated specification and adopting nbc-2016 norms , nmc norms & is codes and guidelines complete in all respect. note :- plinth area shall be measured for the actual constructed. "

Central Government/Public Sector

TRN :34365011 | 13 May, 2025

Tender Value : 6.35 Crore

Anakapalle - Andhra Pradesh

Tender for construction of g plus 2 rcc framed structure office building at peb complex and other miscellaneous works at barc main campus at chutapuram, near rcc office building at peb complex

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