Northern Coalfields Limited - Uttar Pradesh
40858185 repairing of 01 no. boom cylinder of be1000 hydraulic excavator, working at bina project. (repair work to be carried out at contractors site)....
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excavator Tenders in Uttar Pradesh
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Northern Coalfields Limited - Uttar Pradesh
40793807 offloading the work for removal of mud soil oil and grease from the undercarriage of dozers and hydraulic excavators at dozer section of dudhichua project for 2 years...
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Urban Development Department - Uttar Pradesh
40772508 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 1...
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Archaeological Survey Of India - Uttar Pradesh
40747316 tender for job work for conservation & restoration of north side ancient fortification wall of pathargarh fort, najibabad ( bijnor ) ; 2 removal of huge trees from the wall of north side including with the help of scaffolding, jhulla work, iron patty, dabete without any damage of the structure including disposal of rubbish with in a lead upto 200 m approx. 3 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m 4 provision for hiring charges of water tanker ( 5000 ltr ) capacity which are required during the execution of work 5 providing and fixing double scaffolding system ( cup lock type ) on the exterior side of building / structure, upto 25 metre height, above ground level, including additional rows of scafolding in stepped manner as per requirement of site, made with 40 mm 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. 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....
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Archaeological Survey Of India - Uttar Pradesh
40722735 structural repairs to dauji temple at hathras as per tender document; 1 demolishing brick work in cement mortar manually including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. ( rate including gst ) . 2 demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of engineer in charge. ( rate including gst ) . 3 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.as per direction of engineer in charge. ( rate including gst ) . 4 taking out / dismantling stone slab roofing over wooden karries or r.c.c. battensdismantling karries and battens to be paid for separately ) , including stacking of erviceable material and disposal of unserviceable material within 50 meters lead. ( rate including gst ) . 5 taking out wooden struts and, wooden karries including stacking within 50 metres lead. as per direction of engineer in charge. ( rate including gst ) . 6 dismantling marble flooring in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. as per direction of engineer in charge. ( rate including gst ) . 7 removing of old damaged m.s. iron teen shade etc. including disposal of unserviceable material within 50 metres lead as directed by engineer in charge. ( rate including gst ) . 8 removing / scrapping oil paint by manualy labour from walls of temple campus etc. complete. ( rate including gst ) . 9 provision for removal of grass, vegitation & racking out of joints for graouting and water titting work at top of parapet wall and roof for sefty of rainy water etc. ( rate including gst ) . 10 taking out old and damaged m.s. iron channel gate of size 2.00m x 2.40 m and refixing after minor repairing with welding etc. complete. ( rate including gst ) . 11 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer in charge. ( rate including gst ) . 12 providing & laying in position lime concrete with brick aggregate 25 mm nominal size & 50% composite lime mortar 1:1:1 ( 1 u.lime : 1 shurkhi : 1 c. sand ) including supply of all materials labours t&p etc. required for proper completion of work. ( rate including gst ) . 13 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( rate including gst ) . 14 providing and fixing 40 mm av. thick red sand stone slab for roofing over wooden arries or r.c.c. battens or structural steel sections ( karries or battens or structural steel sections to be paid separately ) , including pointing the ceiling joints with lime mortar 1:1:1 ratio ( 1 lime: 1 c.sand : 1 surkhi of ist class of bricks ) complete : ( rate including gst ) . 15 providing laying 25 30mm lime plaster on the wall / roof with lime mortar 1:1:1 ( 1 lime, 1 surkhi, 1 c sand ) mixed with binding material including supply of all materials labour t&p. e.t.c required for proper completion of work. ( rate including gst ) . 16 50 mm thick fine dressed buff stone flooring over 20 mm ( average ) thick base of lime mortar 1:1:1 ( 1 cement : 1 coarse sand ) , including pointing with lime mortar with an admixture of pigment to match the shade of stone. ( rate including gst ) . 17 errecting tubelor departmental scaffolding for work at outer side, ground level to top of parapite wall at temple including dismantling after completion of work at site. ( rate including gst ) . 18 providing and laying in position cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) . of specified grade excluding the cost of centering and shuttering. as per direction of engineerin charge. ( rate including gst ) . 19 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per direction of engineer in charge. ( rate including gst ) . 20 p / l d.p.c. 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 c. sand : 4 stone aggregate 20mm nominal size ) on plinth level. as per direction of engineer incharge. ( rate including gst ) . 21 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in above plinth level up to approximate height 1.00 mtr. in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per direction of engineer in charge. ( rate including gst ) . 22 providing m.s. iron gate size 3.00x1.50 made of ( 50x50x6 ) mm angle iron frame with 12mm. square bars having 15 cm. spikes at top placed at 7.50 cm. center to center rough to required shape and grill size 3.00x0.75mt. made of ( 50x50x6 ) mm angle iron frame with 12mm. square bars having 15 cm. spikes at top placed at 7.50 cm. center to center , 2 nos. 30 cm. long holdfast with nut bolt etc. required for proper completion of work. ( rate including gst ) . 23 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level :1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) . ( rate including gst ) . 24 15 mm cement plaster on the brick wall of mix 1:4 ( 1 cement: 4 coarse sand ) as per direction of engineer incharge. ( rate including gst ) . 25 painting with synthetic enamel paint of approved brand and manufacture required colour to give an even shade : two or more coats on new work complete. as per direction of engineer in charge. ( rate including gst ) . 26 finishing walls with acrylic smooth exterior paint of required shade : ( two or more coat ) . ( rate including gst ) . 27 removal of collected malwa and debries from the monument to outside of municipality limits ( as directed by the engineer incharge ) using manual labour and tractor trolly ( lead up to 1.50 km av. and lift up to 1.5m av. ) . ( rate including gst ) . 28 providing and laying 2 to 3mm thick lime punning over plastered surface in lime mortar 1:2 ( 1 u. lime, 2 marble dust ) including cleaning and rubbing of old surface before lime punning. ( rate including gst ) . 29 surface dressing of the ground level and inequalities not exceeding 30 cm deep as directed by engineer in charge. ( rate including gst ) . 30 providing and fixing plywood board panel with wooden frame, size 0.90x1.20m. including hinges channel, locks, mica sheet, screw, gully patch, and necessary required materials etc. complete. with labour material. ( rate including gst ) . 31 providing and laying lime concrete with brick aggregate 25 mm nominal size ( old brick available at site for prepare brick aggregate ) with 50% composite lime mortar 1:1:1 ( 1 u.lime : 1 shurkhi : 1 c. sand ) including supply of all materials labours t&p etc. required for proper completion of work. ( rate including gst ) ....
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Hindustan Urvarak and Rasayan Limited - Uttar Pradesh
40715462 tender for renovation of old silo and other constructions at hurl gorakhpur; 1 civil work 2 surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. i ) all kinds of soil 3 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) , including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed by eic all kinds of soil. 4 providing and laying in position cement concrete of specified grade including the cost of centering and shuttering all work up to plinth level :1:2:4 ( 1 cement : 2 coarse sand ( zone iii ) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) 5 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 ( 1 cement : 4 coarse sand ) 6 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 7 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 @ 3.3 kg / sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600 mm 8 providing and laying vitrified tiles in different sizes ( thickness to be specified by manufacturer ) , with water absorption less than 0.08 % and conforming to i.s. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 ( 1 cement: 3 coarse sand ) , jointing with grey cement slurry @ 3.3 kg / sqm including grouting the joint with white cement & matching pigments etc. complete. size of tile 600x600 mm 9 providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by engineer in charge ) 0.50 mm ( + 0.05 % ) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge. the sheet shall be fixed using self drilling / self tapping screws of size ( 5.5x 55 mm ) with epdm seal, complete upto any pitch in horizontal / vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 10 repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of engineer in charge. 11 white washing with lime to give an even shade : new work ( three or more coats ) 12 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 13 cement plaster ( in coarse sand ) 12 mm cement plaster of mix : 1:4 ( 1 cement: 4 coarse sand ) 14 applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : water thinnable cement primer 15 finishing walls with water proofing cement paint of required shade : new work ( two or more coats applied @ 3.84 kg / 10 sqm ) 16 finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications : two or more coats applied on walls @ 1.25 ltr / 10 sqm over and including one coat of special primer applied @ 0.75 ltr / 10 sqm 17 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 18 demolishing r.c.c. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials ouside plant premises or as per eic instruction, stacking serviceable and unserviceable material separately including cutting reinforcement bars inside plant. cutting of rcc shall be done by diamond cutter / grinder / any other means with proper cutting and finishing including shuttering at height, scaffolding or any necessary arrangement required for successful completion of work at height. 19 providing and fixing g.i. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of engineer in charge. i ) made of g.i. wire of dia 4 mm. iron post / structural post will be provided at 3 mtr from each other and shall be embeded under brickwork as per eic. 20 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m ) , having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape ( r.b.t. ) / spring core ( 2.5mm thick ) wire of high tensile strength of 165 kg / sq.mm with tape ( 0.52 mm thick ) and weight 43.478 gm / metre ( cost of m.s. angle, c.c. blocks shall be paid separately ) 21 providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge . ( cost of aluminium snap beading shall be paid in basic item ) : with float glass panes of 5 mm thickness ( weight not less than 12.50 kg / sqm ) 22 epoxy, expension joint tape and aluminium foil with all t&p and shuttering included and special treatment to fix the expansion joint in old silo building. all the shuttering, scaffolding or any arrangement required for successful completion of work shall be in contractors scope. leak test shall be carried out at contractors cost after completion of work. 23 providing and fixing 25 mm diachlorinated polyvinyl chloride ( cpvc ) pipes, having thermal stability for hot & cold water supply, including allcpvc plain & brass threaded fittings, i / c fixing the pipe with clampsat 1.00 m spacing. this includes jointing of pipes & fittings with onestep cpvc solvent cement and the cost of cutting chases and makinggood the same including testing of joints complete as per directionof engineer in charge.concealed work, including cutting chases and making good the wallsetc. 24 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.thermo mechanically treated bars of grade fe 500d or more 25 electrical work 26 supply, installation, testing and commissioningofwall mounted2x18w led lighting fixtures includingproviding light plugpointcontrolledby1 6ampere modulartype switchinclusive ofthecostforproviding circuitwiringfromdistribution boardto switch boardswith2x2.5sq.mm.including handling, transportation from ownersstore to erectionsite, unpacking, inspection; checking of internalwiring;erection in positionon falseceiling / floor etc , cableglanding, crimpingoflugs andconnectionsatfixtures; supply ofallerection materialsincluding necessary gihardware, giclamps, gibrackets, civilmasonry materials; allwork, labour and materials completeas per drawings, specifications, codesand standardsand directions of engineer in charge. 27 supply of industrial type pedestralfan 28 supplyand providingpoint wiring system for6a plugpoints withsinglecore multi stranded pvcinsulated unsheathed copperconductor fire retardantwiresof 1100v grade inrecessed pvcconduit includingprovidingandfixing pvcconduits ofrequired size completewithaccessoriessuchas bends, jb, pull boxesetc. withplate, switches, sockets, screws andcovers, zinc passivated ms modularboxes ( 16guage sheet construction ) of suitable sizes, embedded in wall, conceled andflushwith wallsincluding cuttingandrefillingthechases / walletcandinclusiveof14swg bare copper earth conductorforsocketoutlets asperspecifications &direction ofengineer incharge.all modulartypeswitch & socket shall beof approved make. 6a, 6 pin socket outlet with 6a switchmounted sidebysidewith2x2.5 sq.mmpvc copper wirewith14swgbare copperearthwire. ( actual nos.shall bedecided at site ) . including supply & installation of room lightingswitch board. 29 supply andproviding pointwiringsystemfor 6 / 16apowerplugpoint with followingsizes pvcinsulated unsheathed single core multistrandedcopper conductor, fireretardant wiresof 1100v gradein recessedpvc conduits of requiredsize completewith accessories such asbends, jb, pullboxes etc.with plateswitches, sockets, screws and covers, zinc passivated ms modularboxes ( 16 guage sheet construction ) of suitable size, embeddedin wall conceledand flush with wallsincludingcutting and refilling the chases / wall etc., andinclusive of 14 swg barecopperearthconductor for socket outlets asperspecifications & directionof enginner in charge. allmodulartypeswitch & socket shall be of approved make. 16a, 6 pinsocket outlet with 16aswitch mountedside by side with 2x4sq. mm pvc copperwire with 14 swg barecopperearth wire asan independent circuitfromdb. ( actualnos.shall bedecided atsite ) .including supply & installationof room lightingswitch boardasmentioned in inventoryattached 30 supply andproviding pointwiringsystem for 32aindustrial socket point ( a.c. point ) with 2x4 sq.mm pvcinsulated copper conductor frls cable inrecessedpvcconduit alongwith 1x4sq. mm.pvcinsulated frls cablefor earthingi / c, providing & fixing32a plug& socket unit complete with 32adp mcb and32aplugtop including giboxto be mounted onmodular plate completewithconnections, testing &commissioningetc. ( seprate circuit for eachpoint ) 31 supply, installation, testing&commissioningoffollowing 300mm sweep exhaust fanwith guards / louvres, alongwith necessary brackets, all requiredcivilworks, making goodthe wallsafter fixingthe fansetc. 32 supply of 6ft pvc conduit 25mm 33 supply andinstallation of gi earth strip 50x6mm sizein readymadeconcrete trenches or in floor slits, on brick / concrete wall underconcrete floors, or paved areas, across pipe joints andvalves, directlyburiedundergroundatdepthof500mm, including handling, transportationto erectionsite, bending, straightening, cuttingto size, welding togetherof earthstripsinoverlapping manner, chipping inconcrete floors / paved areas for laying theearth strips under floors / pavedareasand makinggood bycement plastering concrete afterlaying ofthestrips;clamping andsupportingofearthstrips laidabove ground, connecting thestrips / wireatbothends to equipment orto earthbus / earth platesor to gibrackets fixedinsideearthpitchamber, byboltingetc., hessian tapes, all necessary gihardware, giclamps, civilmasonry materials, etc. allwork, labourasper specifications, codesand standardsand directionsofowner / consultant.ofhot dip galvanized giearthstrips . 34 supply of 1.1kv grade, xlpe insulated, pvcinnersheathed, armoured, frls pvc outer sheathed 3.5x50 sq mm xlpe al cable 35 layingand termination of3.5x50 sq mm, 1.1kv grade, xlpe insulated, pvcinnersheathed, armoured, frls pvc outer sheathed cables including its terminationin new& readymade trenches, onpre fabricated / site fabricatedcabletrays / racks, on already installed risers, support, hangers, saddles / directlyburriedup to 700mm depth etc. pullingthroughpipeson walls / columns, steel structures including transportation of cabledrums from storageyardto site, unrollingthe drum, including supply & fixingof cabletags, alclamps with alllabour, consumablematerials andnecessaryhardware to makeinstallation complete in all respect asper directionof engineer in charge 36 supply of 250w led flood lights 37 supply of 1.1kv grade, xlpe insulated, pvcinnersheathed, armoured, frls pvc outer sheathed 4cx2.5 sq mm cu cable in new& readymade trenches, onpre fabricated / site fabricatedcabletrays / racks, on already installed risers, support, hangers, saddles / directlyburriedup to 700mm depth etc. pullingthroughpipeson walls / columns, steel structures including transportation of cabledrums from storageyardto site, unrollingthe drum, including supply & fixingof cabletags, alclamps with alllabour, consumablematerials andnecessaryhardware to makeinstallation complete in all respect asper directionof engineer in charge 38 layingand termination of 4cx2.5 sq mm armoured cu cable 1.1kv grade, xlpe insulated, pvcinnersheathed, armoured, frls pvc outer sheathed cables including its terminationin new& readymade trenches, onpre fabricated / site fabricatedcabletrays / racks, on already installed risers, support, hangers, saddles / directlyburriedup to 700mm depth etc. pullingthroughpipeson walls / columns, steel structures including transportation of cabledrums from storageyardto site, unrollingthe drum, including supply & fixingof cabletags, alclamps with alllabour, consumablematerials andnecessaryhardware to makeinstallation complete in all respect asper directionof engineer in charge 39 supply, unloading, handling, storage, transporation withinsite, erection of 415v hose proofandweatherproofindustrial typesheet steelenclosed, 18waysingle phase socket db ( spdb ) with ip 55 degree of protectionhaving 1 no. 63atpn mccb, 3 nos.63adp mcb in phase and18 nos.16adp mcbs outgoing asindicated in attached sld alongwith technical specifications, standards etc. 40 excavation of 333 mtr length of400 / 600 mm wide x 750 mm deep a for laying of cables including disposal of excavated earth, lead up to 100 mtrs. and lift up to 1.5 mtrs., disposed earth to be levelled and neatly dressed. after laying of cable backfillingwithexcavatedearthintrenchincludingconsolidatingeachdepositedlayerby ramming, dressing etc. 41 supplyandlayingofapprovedquality75mmthicksecondclassbrickflatsolingwithsandfillinginthe interstices, incabletrenchesforprotectionincludingthecostofallbrickandsand, labour, loadandlift charges , tools and tackles etc , asper drawings, specification and directionsofsite engineer / engineer in charge. 42 supplying and spreading of approved quality fine dry river sand in cable trenches including the costof all material, transport, loadandliftcharges, labour, toolsandtackles, consumablesetc, as perdrawings, specification and directionsofsite engineer / engineer in charge 43 supply and installation of1.5 t split ac 44 supply, unloading, storage, handling, transporationwithinsitefromstoretositeofinstallation, erection, including civil foundation and pile design as required ( except cast of piling at site ) , installationand testing of 30m high mast shaft in three sections suitable for wind speed as per is 875, with raising lowering system comprising, head frame, luminaries carriage suitable to install24 nos luminaries of benp 20fl 350w led of bajaj make or equivalent in symmetrical arrangement, double drum winch, 6mm diameter ss wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. this includes supply and installation of24 nos. integral led flood light luminaire withcomplete set of lamp&driversaspertechnicalspecificationthefollowingcomponents: aluminumcastluminarybody, electroniccircuit&leddrivers, weatherprooftransparentcover, luminarymountingclamps, led assembly.1 set within luminary interconnection.supply and installation of 2 nos. led type single dome aviation obstruction lightis also required with one high mast. this also includes supply and installation of 1 no. outdoor stand mounted feeder pillar with63a, 4 pole mccb incomer, single dial time switch, 45a tp contactorfortheautomaticswitchingofluminaries, powertoolcontrolwith2no9acontactorsandraise lowerpushbutton, incomingandoutgoing terminalssuitableforrequiredcablesize ( cablesizeshallbe indicated during detail engg ) . the control panel shall be of weather proof .construction of shallow foundation with m25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 t / sqmtr at 2 metre depth with all materials and labour. lightning finial shall be insulated from body and head frame of high mast and a separate down conductor ( 1rx1cx35 sq mm aluminium flexible cable ) shall run from the lightning finial to an earthing bolt independent of the high mast structure. electrical accessories like plug & socket, power tool motor etc at the bottom of high mast shall be weather proof. 45 supply of 1.1kv grade, xlpeinsulated, pvcinnersheathed, armoured, frls pvc outer sheathed 3.5cx70 sq m al cable in new& readymade trenches, onpre fabricated / site fabricatedcabletrays / racks, on already installed risers, support, hangers, saddles / directlyburriedup to 700mm depth etc. pullingthroughpipeson walls / columns, steel structures including transportation of cabledrums from storageyardto site, unrollingthe drum, including supply & fixingof cabletags, alclamps with alllabour, consumablematerials andnecessaryhardware to makeinstallation complete in all respect asper directionof engineer in charge 46 layingand termination of 3.5cx70 sq mm armoured al cable 1.1kv grade, xlpe insulated, pvcinnersheathed, armoured, frls pvc outer sheathed cables including its terminationin new& readymade trenches, onpre fabricated / site fabricatedcabletrays / racks, on already installed risers, support, hangers, saddles / directlyburriedup to 700mm depth etc. pullingthroughpipeson walls / columns, steel structures including transportation of cabledrums from storageyardto site, unrollingthe drum, including supply & fixingof cabletags, alclamps with alllabour, consumablematerials andnecessaryhardware to makeinstallation complete in all respect asper directionof engineer in charge 47 supply and installation of415v, 4 way db for toyo yard room 48 misc / contingency charges...
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Bharat Heavy Electricals Limited - Uttar Pradesh
40697678 tender for contract for hiring of 3d hydraulic excavator machine by bhel jhansi...
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Urban Development Department - Uttar Pradesh
40689685 bids are invited for nala yantra man hydraulic excavator (q3) total quantity : 1...
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Irrigation Department - Uttar Pradesh
40679198 making temporary ghat for bathing cunette , dredging slope cutting in right bank of whole mela area by hydrolic excavator /pocklane ( capacity 0.90 cum) in magh mela 2023 24...
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Metal Scrap Trading Corporation Limited - Uttar Pradesh
40675532 auction sale of lot no: 20 lot name: jcb 3dx excavator loader...
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Urban Development Department - Uttar Pradesh
40672707 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 1...
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Lucknow Municipal Corporation - Uttar Pradesh
40653832 tender for supply and installation of 30 tph mobile segregation machineries for screening & processing of old dump waste including providing 1nos hydra/cranes/poclane/ excavator 80 hp, 2 nos. jcb 74 hp, 1 nos., tractor loader 57 hp, 1 nos. hywa including all manpower as required and o&m of all machineries in tender on rental basis...
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Urban Development Department - Uttar Pradesh
40632433 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 1...
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Irrigation Department - Uttar Pradesh
40620633 tender for silt clearance of intaunja dy from km. 0.000 to km 26.000 ( lot 42 ) ; 1 cleaningthick jungle and throney bushes without uprooting. 2 silt clearnce of canal by hydrulic excavator ( poclain ) with proper disposal of silt including all lead and lift cost of all labour and t&p etc. 3 silt clearnce of canal by hydrulic excavator ( jcb ) with proper disposal of silt including all lead and lift cost of all labour and t&p etc. 4 scraping internal section of dy mr including cutting filling upto 8 cm and dressing etc. 5 dressing of excavated earth 6 sign board, painting and writingincluding cost of all labour and material etc...
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Urban Development Department - Uttar Pradesh
40604035 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 1...
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Urban Development Department - Uttar Pradesh
40601670 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 1...
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Medical Health And Family Welfare - Uttar Pradesh
40588914 bids are invited for aeroter hand piece ( q3 ) , mouth mirror ( q3 ) , probe ( q3 ) , howarth periosted elevator ( q3 ) , warwick james straight elevator ( q3 ) , excavator ( q3 ) , ball burnisher ( q3 ) , twister ( q3 ) , tofflmire retainer with matrix band ( q3 ) , burs for acrotor round, long, topper, straight, fissor ( q3 ) , bone chisel 3mm ( q3 ) , bone file ( q3 ) , mallet ( q3 ) , gic restoratire material ( q3 ) , gic lutting material ( q3 ) , light care composite restotion material ( q3 ) , calcium hydroside gel ( q3 ) , zinc oxide powder ( q3 ) , eugenol ( q3 ) , temorary filling cement ( q3 ) , zinc phosphate cement ( q3 ) , gutta percha ( q3 ) , scalar set ( q3 ) total quantity : 1518...
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Irrigation Department - Uttar Pradesh
40559970 tender for re tender lot no. 5 earth work in silt clearance of awanpur dy from km 4.000 to km 9.600 & scraping from km. 9.600 to km 11.200.; 1 earthwork for silt clearence ofawanpur dy from km 4.000 to km 9.600by mechanical equipment machine by jcb excavator having capcity 25 cum / hr including all labaur and t&p etc up to proper completion of work 2 scraping existing internal section of awanpur dy from km. 9.600 to km 11.200 includingcutting / filling up to 8cmetc....
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Irrigation Department - Uttar Pradesh
40559303 making temporary ghat for bathing cunette , dredging slope cutting in left bank of whole mela area by hydrolic excavator /pocklane ( capacity 0.90 cum) in magh mela 2023 24...
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Irrigation Department - Uttar Pradesh
40559298 making temporary ghat for bathing cunette , dredging slope cutting in right bank of whole mela area by hydrolic excavator / pocklane ( capacity 0.90 cum ) in magh mela 2023 24...
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Urban Development Department - Uttar Pradesh
40542113 bids are invited for crawler hydraulic excavator nala man (q3) total quantity : 1...
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Department Of Irrigation - Uttar Pradesh
40540306 tender for work of cunit, dredging, slope cutting etc. for temporary bathing ghat by hydraulic excavator pocklane machine...
23
Directorate General Defence Estates - Uttar Pradesh
40538358 tender for work of widening of kali marg and surface improvement; 1 construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 2. excluding cost of gst. 2 excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location in near vicinity. excluding cost of gst. ( open area ) 3 excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. excluding cost of gst. ( culvert and drain ) 4 construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300 2. excluding cost of gst. ( compaction only ) 5 construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. excluding cost of gst. 6 providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 7 providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. excluding cost of gst. 8 providing and laying dense graded bituminous macadam with 100 tph computerized hmp producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 507 complete in all respects. excluding cost of gst. 9 providing and applying tack coat with bitumen vg 10 using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom. excluding cost of gst. 10 providing and laying bituminous concrete with 100 tph computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 509 complete in all respects. excluding cost of gst. 11 re const of np 3 hume pipe culvert 600 mm dia 12 providing and laying of zig zag rubber moulded interlocking concret block pavement having thickness 80 mm as per drawing and technical specifiaction clause 1504 of morth specification. 13 widening of culverts 2.00 m span 14 brick masonry work in 1:3 in sub structure complete excluding pointing and plastering, as per drawing and technical specifications 15 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. composition of thermlo pastic material shall be as per table 800 3 of morth including cost of all material, labour t&p etc. required for proper completion of work as per direction of e / i. edgeline. excluding cost of gst. edge line & center line 16 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting , 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 17 informatory sign board...
24
Urban Development Department - Uttar Pradesh
40456056 bids are invited for 680 kilogram operating mass 4 stroke crawler hydraulic excavator (q3) total quantity : 2...
25
Irrigation Department - Uttar Pradesh
40433634 tender for silt clearance and scraping of amanawa mr. from km. 0.000 to km. 3.500; 1 earth work for silt clearance by hydraulic excavator machine with all lead & lift, proper disposal dressing etc complete in all respect. 2 scraping of canal side slope andberm / banks including all cost of labour material, proper disposal etc. as per i.d. specification & direction of engineer in charge....
26
Prayagraj Fair Authority - Uttar Pradesh
40424068 tender for empanelment of agency for hiring of tractors, trollies, excavators for land development in magh mela area by prayagraj mela authority....
27
Irrigation Department - Uttar Pradesh
40417684 tender for earth work in silt clarance of barawaripur dy. from km. 0.000 km. 7.000; 1 earth work in silt clearance by hydraulic excavator ( poclain ) ofcapacity 60 cum per hrs. with all necessaryt& p etc. required for proper execution of work including lead up to 6 m and lift up to 1.5 mwith proper disposal of silt & dressingto profile manually.barawaripur dy. from km. 0.000 km. 7.000 2 scrapping barawaripur dy. from 3.00 km. to 7.000 km. existing internal section cutting / filling up to 8 cm with all labour and t&p to complete the work...
28
Irrigation Department - Uttar Pradesh
40417549 tender for silt clearance of agai dy from km. 0.00 to km. 8.900 and kamaludinpur mr from km. 0.00 to km. 2.400in rabi 1431 ( fasali year 2023 24 ) ; 1 silt clearance of canals manually with dressing of excavated earth in distributory and minors with lead upto 30 meters, lift upto 1.5 meters without survice road.kamaludinpur mr from km. 0.00 to km 2.400 2 silt clearance with dressing of excavated earth by hydrauli excavator of 1 cum bucket capacity 25 cum / per hour including operator and jcb indistributaries with lead upto 6 meters, lift upto 1.5 meters .agai dy from km. 0.00 to km 4.00 3 cleaningthick junglethorney bushes without uprooting.agai dy from 0.00 k.m to 0.600 k.m 4 cleaningthick junglethorney bushes without uprooting.kamaludinpur mr from km. 0.00 to km 0.600 5 scrapping existing internal section cutting / filling up to 8 cm. with all labour and t&p to complete the work. agai dy. from km. 4.00 to km 8.900 and kamaludinpur mr.from 1.000 k.m to 2.400 k.m...
29
Irrigation Department - Uttar Pradesh
40417284 tender for silt clearance / jungle clearance of kandrawan dy. from km.0.000 to km. 5.000 in rabi ( 1431 fasli ) .; 1 silt clearance by hydrolic excavator of 1 cum bucket capacity 60 cum per hour including operator and p.o.l in distributaries with lead upto 6m lift upto 1.5m. 2 clearence thick jungle and thorney bushes without uprooting on both bank of canal....
30
Public Works Department - Uttar Pradesh
40415201 tender for special repair of ishwarpurva link road; 1 providing , laying , spreading and compacting stone aggregates of 53 22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber , applying and brooming , stonescreening to fill up the nterstices of coarse aggregate , watering and compacting to the required density 2 providing and applying tack coat with vg_10 using bitumen distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom . 3 providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line , grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity finished to required level and grades to be followed by seal coat . 4 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 5 cement concrete pavement construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 6 earth work in excavation by mechanical means ( hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) , excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the.all kinds of soil. ( dar no2.8.1 ) 7 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:3:6 ( 1 cement : 3 coarse sand ( zone iii ) : 6 graded stone aggregate 40 mm ( nominal size ) ( dar no 4.1.6 ) 8 brick work with common burnt clay ( non modular ) bricks of class 150 in foundation and plinth in: cement mortar 1:4 ( 1 cement : 4 coarse sand ) ( dar no 6.1.1 ) 9 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 ( 1 cement: 4 coarse sand ) ( dar no13.5.1 ) 10 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1½:3 ( 1 cement: 1½ coarse sand ( zone iii ) : 3 graded stone aggregate 20 mm nominal size ) ( dar no 4.1.2 ) 11 construction of embankment with approved material obtained from availble land as permitted and approved byengineer in charge and as per technical specitaion clause 301.3.4.1, with all liftsand leads, spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5...
31
Directorate of Local Bodies - Uttar Pradesh
40411233 tender for empanelment of agency / s for hiring of tractors, trolley , excavators for land development in magh mela area...
32
Urban Development Department - Uttar Pradesh
40384432 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 10...
33
Urban Development Department - Uttar Pradesh
40377068 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 10...
34
Urban Development Department - Uttar Pradesh
40377063 bids are invited for crawler hydraulic excavator ( v2 ) ( q2 ) total quantity : 1...
35
Department of Medical Health and Family Welfare - Uttar Pradesh
40376817 bids are invited for aeroter hand piece (q3) , mouth mirror (q3) , probe (q3) , howarth periosted elevator (q3) , warwick james straight elevator (q3) , excavator (q3) , ball burnisher (q3) , twister (q3) , tofflmire retainer with matrix band (q3) , burs for acrotor round, long, topper, straight, fissor (q3) , bone chisel 3mm (q3) , bone file (q3) , mallet (q3) , gic restoratire material (q3) , gic lutting material (q3) , light care composite restotion material (q3) , calcium hydroside gel (q3) , zinc oxide powder (q3) , eugenol (q3) , temorary filling cement (q3) , zinc phosphate cement (q3) , gutta percha (q3) , scalar set (q3) total quantity : 1518...
36
Public Works Department - Uttar Pradesh
40363139 tender for special repair work of sandi shahabad road km 28 to rupapur link road.; 1 excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 2 wbm grading 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. ( a ) by manual means 3 providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 4 20mm thick open graded premix carpet using bituminous ( penetration grade / modified bitumen ) binder providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. case i by manual means ( i ) bitumen ( s 90 5 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510 a. by manual means case iii : type c ( i ) bitumen ( s 90 ) 6 cement concrete pavement construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 7 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 i. p.c.c grade m 10 ( i ) nominal mix 1:3:6 8 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 iii. p.c.c. grade m 20 ( i ) nominal mix ( 1:2:4 ) 9 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & 1203 i. brick masonry in 1:3 cement mortar 10 plastering with cement mortar ( 1:4 ) , 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204...
37
Public Works Department - Uttar Pradesh
40363134 tender for special repair work of babnapur to itauria road.; 1 excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 ( including labour cess and excluding g.s.t ) 2 construction of subgrade and earthen shouldersconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. ( including labour cess and excluding g.s.t ) 3 3 ) wbm grading 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. ( a ) by manual means ( including labour cess and excluding g.s.t ) 4 tack coat ( i ) providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 0.40 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. ( including labour cess and excluding g.s.t ) 5 20mm thick open graded premix carpet using bituminous ( penetration grade / modified bitumen ) binder providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. case i by manual means ( i ) bitumen ( s 90 ) ( including labour cess and excluding g.s.t ) 6 seal coatproviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510 a.by manual means case iii : type c ( i ) bitumen ( s 90 ) ( including labour cess and excluding g.s.t ) 7 cement concrete pavement construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 ( including labour cess and excluding g.s.t ) 8 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 ( including labour cess and excluding g.s.t ) 9 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 i. p.c.c grade m 10 ( i ) nominal mix 1:3:6 ( including labour cess and excluding g.s.t ) 10 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 iii. p.c.c. grade m 20 ( i ) nominal mix ( 1:2:4 ) ( including labour cess and excluding g.s.t ) 11 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & 1203 i. brick masonry in 1:3 cement mortar ( including labour cess and excluding g.s.t ) 12 plastering with cement mortar ( 1:4 ) , 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204 ( including labour cess and excluding g.s.t ) ...
38
Irrigation Department - Uttar Pradesh
40353972 tender for silt clearance of kurebhar dy from km 17.200 to km 38.200; 1 earth work forclearance of main canal, branches, major distributoriesby mechanical equipment / machine. by poclain hydraulic excavator ( from km 0.000 to km 28.000 ) 2 earth work forclearance of main canal, branches, major distributoriesby mechanical equipment / machine. by jcb hydraulic excavator ( from km 28.000 to km 35.000 ) 3 dressing excavated earth. 4 earth work in clearance of bridges and culverts on channelsl in all type of soil ( wet / submerged ) including lead upto 30m and lift up to 1.50m etc. 5 scrapping existing internal section cutting / filling upto 8 cm...
39
Irrigation Department - Uttar Pradesh
40353964 tender for silt clearance of kanakpur dy from km 5.400 to km 12.000; 1 earth work forclearance of canal by jcb excavator having capacity 25cum / hr @ 1000 per hour with lead and lift as per direction engg in charge 2 dressing excavated earth. 3 clearance thick jungle and thorney bushes without uprooting from both bank 4 earth work in clearance of bridges and culverts on channelsl in all type of soil ( wet / submerged ) including lead upto 30m and lift up to 1.50m etc. 5 scrapping existing internal section cutting / filling up to 8 cm...
40
Irrigation Department - Uttar Pradesh
40352869 tender for silt clearance of mudha dy from km 5.500 to km 12.200; 1 earth work insilt / theckclearance byhydraulic excavator ( jcb ) with all necessary t&p etc. including lead up to 6 m and lift upto 1.5 m with proper disposal of silt and dressing by manually in bhawanipur dy from km 5.500 to 9.000 2 earth works in clearance of head regulator and bridgeson canal in all types of soil ( wet / submerged ) including lead up to 30 m and lift up 1.50 m. 3 clearance thick jungle without uprooting from bank of mudha dy between km 5.500 12.200 4 scrapping existing internal section cutting / filling up to 8 cm in mudha dy from km 9.000 to km 12.200...
41
Irrigation Department - Uttar Pradesh
40301715 tender for silt clearance in bachharawan dy, earth work insiltclearance byhydraulic excavator ( poclain ) ofcapacity 60 cumper hrs. bachhrawan dy from km 0.000 to 5.000...
42
Irrigation Department - Uttar Pradesh
40301693 tender for silt clearance in kundanganj dy, earth work in silt clearance by hydraulic excavator ( jcb ) in kundanganj dy from km 0.00 to km 6.00...
43
Irrigation Department - Uttar Pradesh
40301665 tender for silt clearance in lalpur dy, estimate for earth work in silt clarance by excavator ( poklain ) ) in lalpur dy from km . 0.000 to km 3.330...
44
Irrigation Department - Uttar Pradesh
40300880 tender for earth work in silt clarance of barawaripur dy. from km. 0.000 km. 7.000 ; 1 earth work in silt clearance by hydraulic excavator ( poclain ) ofcapacity 60 cum per hrs. with all necessaryt& p etc. required for proper execution of work including lead up to 6 m and lift up to 1.5 mwith proper disposal of silt & dressingto profile manually.barawaripur dy. from km. 0.000 km. 7.000 2 scrapping barawaripur dy. from 3.00 km. to 7.000 km. existing internal section cutting / filling up to 8 cm with all labour and t&p to complete the work...
45
Department Of Irrigation - Uttar Pradesh
40300525 tender for silt clearance indeeh dy km 22.778 to km 29.750 ; 1 silt clearance item 2 scraping existingsection cutting / filling up to 8 c.m. in deeh dy from km 22.778 to 25.000 3 silt clearance in partially cutting / clearance of extended bermin deeh dy. from km 25.000 to 29.750 with its proper disposal and dressing including all lead and lift by hydraulic excavator / manually as per site requirement including all cost t& p etc....
46
Urban Development Department - Uttar Pradesh
40235886 bids are invited for crawler hydraulic excavator ( v2 ) ( q2 ) total quantity : 1...
47
Urban Development Department - Uttar Pradesh
40235285 bids are invited for excavator trolly ( q3 ) total quantity : 1...
48
Urban Development Department - Uttar Pradesh
40233511 bids are invited for crawler hydraulic excavator (v2) (q2) total quantity : 1...
49
Public Works Department - Uttar Pradesh
40232506 tender for special repair of bhauli link road; 1 3 ) wbm grading 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. ( a ) by manual means 2 tack coat ( i ) providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 0.40 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 3 20mm thick open graded premix carpet using bituminous ( penetration grade / modified bitumen ) binder providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. case i by manual means ( i ) bitumen ( s 90 ) 4 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510 a. by manual means case iii : type c ( i ) bitumen ( s 90 ) 5 construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. 6 cement concrete pavement construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 7 excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 cumbucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 8 plain cement concrete m10 ( 1:3:6 nominal mix ) in levelling course below open foundation of head walls as per drawings & technical specification clause 1109 i. p.c.c grade m 10 ( ii ) nominal mix 1:3.6 ( hand mixing ) 9 brick masonry work in cement mortar in foundation of head walls complete exculding pointing and plastering as per drawing and technical specification clause 1109 ( a ) brick masonry in 1:4 cement mortar ii. brick masonry in 1:4 cement mortar 10 plastering with cement mortar ( 1:4 ) , 15 mm thick on brickwork in substructure as per technical specification 11 plain cement concrete m10 ( 1:3:6 nominal mix ) in levelling course below open foundation of head walls as per drawings & technical specification clause 1109 iii. p.c.c. grade m 20 ( ii ) nominal mix 1:2:4 ( hand mixed ) ...
50
Irrigation Department - Uttar Pradesh
40230177 silt clearance of garhmukleshwer dy. from km. 0.000 to km. 33.790 ( rabi f 1431 ) lot no.11 ; 1 earth work in silt clearance of internal section of canals by hydraulic excavator ( pocklain ) of capacity 60 cum. / hour i.c ramming and dressing with lift upto 1.50m and lead up to 6 m per cum. 2 earth work in silt clearance of internal section of canals by hydraulic excavator ( jcb ) of capacity 25 cum. / hour i.c ramming and dressing with lift upto 1.50m and lead up to 6 m per cum. 3 uprooting jhunds 4 scrapping internal section of existing channel i.e.bed and slope with silt up to 5cm. 5 cleaning thickbushes and thorny jungalwithout uprooting...