North Eastern Railways - Uttar Pradesh

40868658 supply of set of probes for ultrasonic flaw detector make modsonic consisting following items (i) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 20 mm dia (ii) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 15 mm diaset of probes for ultrasonic flaw detector make modsonic consisting following items (i) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 20 mm dia (ii) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 15 mm dia,set of probes for ultrasonic flaw detector make modsonic consisting following items (i) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 20 mm dia (ii) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 15 mm dia...

North Eastern Railways - Uttar Pradesh

40865660 supply of set of probes for ultrasonic flaw detector eeciset of probes for ultrasonic flaw detector eeci,set of probes for ultrasonic flaw detector eeci make consisting of : 7.5 degree low angle perspex wedge suitable for 20 mm. dia normal single crystal probe 7.5 degree low angle perspex wedge suitable for 15 mm. dia normal single crystal probe...

Uttar Pradesh State Nodal Agency For Agriculture Diversification - Uttar Pradesh

40817741 tender for rfp for command center selection of an agency for establishment of command center of updasp , interior work , providing & fixing of at all height false ceiling including providing and fixing of frame made of special section power pressed from m.s. sheet and galvonised in accordance with zinc coatingof grade 350 as per is 277and consisting of angle cleat 25x1.6mm with flanges of 27mm and 37mmat 1200mm c / c one flangedfix to the ceiling with dash fastener 12.5mm dia and and 40mm long with 6mm dia boltto the angle hangers of 25x25x0.55 mm of required lengthened other end of angle hanger being fixed with nut and bolts to gi channel 45x15x0.90mm running at the rate of 1200 mm c / c to with the ceiling section 0.5mm thick button wedges of 80mm with tappered flenges of 26 mm each having clips of 10.5mm.at 450mmc / cshall be fixed in direction perpendicular to gi channels with connecting clipsmade out of 2.64mm diax230mm longgi wire at every junction including fixing the gypsumboard with ceiling section and perimetre channels 0.50 mm thick 27mm high having flenges of 20mm and 30mm long , perimeter of ceiling fixed to wall / partitionwith help of rawl plugs at 450mm c / c with 25 mm long drive all screws @230mm interval including jointing and fixingto a flush finish of tapperedend sq edge of board with recommended filler jointing and tapper finisher and two coat of primer suitable for board as per manufacturers specification and also including the cost of making of openning for light fittings grills diffusers cutouts made with frame of perimeter channelssuitably fixed all complete as per drawing and specification and direction of engineer incharge but excluding the cost of painting. 12.50mm thick tapered edge gypsum board. , supply & fixing of first radiant / first line / japan carpet tile tufted 1 / 10” loop carpet tile100% pa6 solution dyed aquation backing back to back modified bitumen, 10% recycled content included, fire resistant en 1350 1b, , s1, pile height ca2.9 mm, total weight ca 4300 gm / m2, pile densityca 0.114gm / cm3, thermal resistant iso8302.0.047m2 k / w, impact noise rating iso10140 ( 1000hz ) tile size should be ( 500 cm x 500 cm ) duly installed on smooth and hard surface with company recommended adhesive. , providing & making & fixing of commercial wall panneling made with aluminium section of 2x1 @ 2cc frame work cladded with 12mm ply complete with painted or polishe.as per the approveddesign all complete as per drawing, specification and directionas approved by engineer in charge. , providing & making & fixing of commercial wall partition made with aluminium section of 2x1 @ 2cc frame work cladded with 9mm ply on both side complete with painted or polishe.as per the approveddesign all complete as per drawing, specification and directionas approved by engineer in charge. , providing & making & fixing of wall panneling made with 1mm laminate & 5.5mm mdf on existing surface complete with painted or polishe.as per the approveddesign all complete as per drawing, specification and directionas approved by engineer in charge. , providing & making & fixing of storage cabinet made of 19mm board, having shelves & shutters & teak wood beading & finished surface of 1mm thick laminateincluding all hardware like tower bolts, hinges, lock & handle as per approved drawing & direction of engineer incharge. , providing & fixing 12mm toughned glass partition modi float glass fixed edge to edge as per design and drawing and polished where required along with neccesary hardware all complete as per drawing, specification and direction of engineer incharge. , providing & fixing of flush door complete with all fittings like hinges, mortis lock, door closer, tower bolt etc all complete as per drawing, specification and directionas approved by engineer in charge. , providing & fixing of plotter cutted designer film of approved shade as per drawing & specificationas approved by engineer in charge. , providing & fixing of wall paper of approved shade as per drawing & specificationas approved by engineer in charge. , providing & fixing of roller blind with hand rail of approved shade as per drawing & specificationas approved by engineer in charge. , removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. , providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. , 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 , steel work in built up tubular ( round, square or rectangular hollow tubes etc. ) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. hot finished welded type tubes , furniture work , providing, making & fixing of customized media observatory workstation / desk made of 19mm e0 grade emission board having structural grade plywood as per is 10701 and possesses fire retardant properties as per is 5509 cladded with 6mm corian on all outer exposed surface with matching colour 1mm laminate on inner surfaces. the workstation / desk will have one slim drawer with lock & pop up box & vertical membrane cable manager for electrical / data wires etc. complete in all respect as per drawing, specification as approved by architect / engineer in charge. , medium back chairs seat and back is made out of 12mm molded hot pressed plywood in ergonomic shape fitted with imported t nuts and revited in to the wood.gaslift class 4 tested ansi bifma performance standards.castors twin castors 50mm dia castors compling to ansi / bifma x 5.1 – 2002.the 640mm dia ( 26 inches ) five pronged base is made out of gf nylon – reinforced with bottom ribbing for additional buttress and strength.tested prudently and rigorously as per ansi / bifma x5.1 2011 general purpose office chair standards.upholstery: seat cushion with pre moulded foam having leatherette tapestery of 50 60 density density 52 kg / m3 hardness 12.6kgf at 25%.distinctively and characteristically designed tilt mechanism offering a very smooth and fluidic reclining motion with tension adjust knob and importantly offering seat to back recline ratio of 3:7, optimal for good back support.multilock mechanism is fabricated from cr sheets, undergo through co2 welding process imparting uniform surface finish and tensile strength. the components are processed with high degree of precision and care so as to assemble with other parts in perfect harmony to give smooth and effortless reclining experience. tension springs are made out grade ii material conforming to indian standards. also provided with release levers for locking mechanism and height adjustment of seat. mechanism aides to operate the height adjustment, and has been equipped with 3 locking positions, back rest “ return prevention” function. back frame is inserted with leathertte tapestery cushion & adjustable lumbar support.tension control is below the seat.moulded polyurethene arms confirming to is 7078 with steel inserts for long moulded self skinned polyurethene arms confirming to is 7078 with steel insets for long life. one way adjustable height adjustable.seat is duly upholstered with approved fabric. chair should be bifma certified.seat: depth 51.5 cm width 44.5 cm dimensions: width 51.5 cm depth 53.5 cm minimum height 99.5 cm maximum height 108.5 cm minimum seat height 44.5 cm maximum seat height 52.5 cm width ( arm to arm ) 66 cm arm rest height 18 27.5 cm chair should be bifma and green guard certified. amaze mb, make featherlite / geeken equivalent. , electrical work , wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm. frls pvc insulated copper conductor single core cable etc as required. group a , supply and fixing of power point and supply and fixing of power plug with 10 amp. / 250 volt flush type modular switch and 5 pin 10a / 250 volt flush type universal modular socket switch on concealed m.s. box including supply of all material, labour t&p etc. required for proper completion of work. , supply and fixing of wire, power point and supply and fixing of power plug with 20 amp. / 250 volt flush type modular switch and 5 pin 20 na / 250 volt flush typ [ e universal modular socket switch on concealed m.s. box including supply of all material, labour t&p etc. required for proper completion of work. , wiring for circuit / submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc conduit as required 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire , wiring for circuit / submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc conduit as required 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire , wiring for circuit / submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface / recessed medium class pvc conduit as required 2 x 4.0 sq. mm + 1 x 4.0 sq. mm earth wire , supplying & drawing co axial tv cable rg 6 grade, 0.7 mm. solidcopper conductor, pe insulated ] shielded with fine finned copper braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. for t.v. socket outlet , supply & fixing of following sizes of medium class pvc conduit alongwith accessories in sueface / recess including cutting the wall & making it good the same in case of recessed conduit as required. 20mm , supply & fixing of following sizes of medium class pvc conduit alongwith accessories in sueface / recess including cutting the wall & making it good the same in case of recessed conduit as required. 25mm , supply & fixing of following sizes of medium class pvc conduit alongwith accessories in sueface / recess including cutting the wall & making it good the same in case of recessed conduit as required. 32mm , supply and fixing of recess mounting round15 to 18 watt led down lighter having powder coated die cast aluminium housing with heat sink, diffuser / reflector and driver set complete in all respect. cat aaa , supply and fixing of 36 watt to 46 watt above 3300 leumin indoor recess mounting led square fitting for armstrong ceiling having powder coated die cast aluminium housing body with extended heat sink and diffuser of special polycarbonate meterial and driver set complete in all respect. cat aaa , supplying & fixing of tv antenna socket on modular plate & g.i box including connections , supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required, 1 or 2 module , supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required, 3 module , supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required, 4 module , supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required, 6 module , supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required, 8 module , supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required, 12 module , blank plate for modular plate type switch boards wherever required. , supply and laying of aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 25 sqmm 3.5 core , supply and laying of aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sqmm 3.5 core , supply and laying of aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 70 sqmm 3.5 core , supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. the armouring of the cable shall be properly connected with the earth as per direction of engineer incharge. 25 sq. mm 3 1 / 2 core , supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. the armouring of the cable shall be properly connected with the earth as per direction of engineer incharge. 35 sq. mm 3 1 / 2 core , supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. the armouring of the cable shall be properly connected with the earth as per direction of engineer incharge. 70 sq. mm 3 1 / 2 core , supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer incharge. 25 sq. mm , supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer incharge. 35 sq. mm , supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the engineer incharge. 70 sq. mm , supplying and fixing 5 amps to 32 amps rating, 240 / 415 volts, 10 ka, “c” curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. , s&f of 100 amp 4 pole mccb ( 25 ka ) thermal magnetic release , s&f of 125 amp 4 pole mccb ( 25 ka ) thermal magnetic release , s & f surface / flush mounting 6ways vtpn distribution board with additional metal door without mcb complete in all respect, as directed at site by engineer in charge. , s & f surface / flush mounting 12ways v tpn distribution board with additional metal door without mcb complete in all respect, as directed at site by engineer in charge. cat a , providing drawing connecting and testing of enhanced categoey 4 pair lan local area network cable 24 awg conductor performance specifide 5e u l and cul listed in existing pvc conduit . ( cat 6 network cable ) , supply & fixing of led profile light all complete as per drawing and specification and direction of engineer incharge. make ledadvance / ledos / ledlum / philips, equivalent , supply & fixing of led profile light driver all complete as per drawing and specification and direction of engineer incharge. make ledadvance / ledos / ledlum / philips, equivalent , supply and fixing of 400mm wall fan all complete as per drawing and specification and direction of engineer incharge. make crompton / bajaj / havels equivalent , supply and fixing of 250mm fresh air fan all complete as per drawing and specification and direction of engineer incharge. make crompton / bajaj / havels equivalent , supply and fixing of deep recess mounting round 10 watt cob led spot light having powder coated die cast aluminium housing with heat sink, diffuser / reflector and driver set complete in all respect. make ledadvance / ledos / ledlum / philips, equivalent , supply & fixing of hanging light all complete as per drawing and specification and direction of engineer incharge. make ledadvance / ledos / ledlum / philips, equivalent , providing & fixing of modular plate type white rj 45 cat 6 data / talephone outlet / information outlets etl verified to meet or exceed tia / eia category 6 requirements, universal wiring label permitting to either t568a or t568b, ul listed, for computer networkingcomplete in all respect with cover plate, grid plate, screws, ms box, etc with connections as required with 2nos rj 45 data outlet , fire alarm work , supplying , installation , testing & commissioning of smoke detector with builtin led and mounting base complete with all connections etc. as required. , supplying , installation , testing & commissioning of manual call boxes of ms construction in surface / recess with strainless steel chain & hammer assembly complete with glass and push button etc. as required. , supplying , installation , testing & commissionin response indicator on surface / recess ms box having two leds mettallic cover complete with all connections etc. as required. , supplying , installation , testing & commissionin fire alarm sounder with facility to make announcement, mounted in m.s. box ( 16 swg ) with hinged cover plate & suitable for operation with amplifier i / c line matching trasformer etc. complete as required. , supplying , installation , testing & commissioning of main controland indicating panel made out of 16 swg ms sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement , audio and visual indication for fire alarm and public adress system, monitoring system including connections, interconnections etc complete as required. 10 zone panel for fire alarm system 250 watt amplifier racks suitable for operation on 230v ac / 24v dc supply conforming to iec 268 3 complete with all accessories as required 2 nos. ( one to act asstanby ) talk back master stationwith led ptt ( press to talk ) push button for operation on 230v ac / 24 v dc supply conforming to iec 268 for simplex mode of operation / communication suitable for 20 nos. talk back unit 1 set. anouncement control desk suitable for selection of different zones selectively and on all call switch with visual indication etc. complete as required 1 set amplifier change over switch for inter changing amplifier 1 no. monitor panel for loudspeaker complete with output selector, on / off switch, fuse, visual indications etc. complete as required 1 no. gooseneck microphone with stand and on / off switch 1 n0. main on / off switch, fuse indication lamps, dc and ac voltmeter & ammeters , terminal blocks etc. complete as required 1 set battery charger trickle cum boost to talk complete load of fire alarm pa system complete with all accessories including providing & fixing of 2 nos. 12 volt, 60 ah each sealed maintenanance free batteries 1 set. , supplying , installation , testing & commissionin of main control and indicating panel made out of 16 swg ms sheet to accommodete the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public adress system, monitoring system including connections, interconnections etc complete as required. 6 zone panel for fire alarm system 100 watt amplifier racks suitable for operation on 230v ac / 24v dc supply conforming to iec 268 3 complete with all talk back master station with led ptt ( press to talk ) push buttonfor operation on 230v ac / 24 v dc supply conforming to iec 268 for simplex mode of operation / communication suitable for 20 nos. talk back unit 1 set.annoucement control desk suitable for selection of different zones selectively and on all call switch with visual indication etc, complete as required 1 set amplifier change over switch for inter changing amplifier 1 no. monitor panel for loudspeaker complete output selector on / off switch, fuse visual indications etc. complete as required 1 no. gooseneck microphone with stand and on / off switch 1 no. mains on / off switch, fuse indication lamps, dc and ac voltmeters & ammeters terminal blocks etc. complete as required 1 set. battery charger trickle cum boost to take complete load of fire alarm pa system complete with all accessories including providing & fixing of 2 nos. 12 volt, 30 ah each sealed mainenance free batteries 1 set. , supplying , installation , testing & commissioning of fire fighter telephone handset complete as required. , public address system supplying , installation , testing & commissioning of 6 zone, voice alarm controller with usb, mp3 playaer ( including 6 zone button paging station ) with seamless intergration facility with main fire alarm panel for voice evacuation complete as required. , public address system supplying , installation , testing & commissioning of 1.5 / 3 / 6wceiling / wall speakers complete as required. , cabling & wiring supplying & laying of 2* 1.5 sqmm fire alarm armoured cable, 600 / 1000v rated with annealed copper conductor having xlpe insulation, steel wire armouring & frls outer sheath complete as required. , cabling & wiring supplying & drawing of cable fire retardant pvc insulated copper conductor cable in the existing surface / recessed steelconduit of following pairs, cores and size including connections and interconnections etc. as required speaker cable two pair, 2 core , 1.5 sqmm , cabling & wiring supplying and fixing 25 mm dia ms flexible pipe with pvc coating along with all ancillaries and accessories like coupler etc. as required , cabling & wiring supply and fixing of c02 type fire extinguisher 4.5 kg. capacity ( isi marked is : 2878 & tac approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. , cabling & wiring supply and fixing of fire extinguisher, abc type 4.00 kg. capacity ( isi marked is : 15683 & tac approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. , cabling & wiring supply, installation testing and commissioning of ceiling mounted automatic fire extinguisher ( dry chemical powder ) of 10kg capacity including all fitting and accessories as per dwg and spec as complete required. , cabling & wiring supply, installation, testing & commissioning of 3 nos. g.i. sand buckets painted red color complete with suitable size g.i. stand duly painted red color of suitable size to hang 3 buckets at a time as per required specifications. , vrv air conditioning work , supply, installation, testing & commissioning of daikinbrandvrv outdoor unit model 38hp heat pump rxyq20ary6+rxyq18ary6+bhf22p1006 all complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing & commissioning of round flow cassette type unit 2.65tr + corded remote + refnet, model fxfsq80all complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing & commissioning of round flow cassette type unit 3.31tr + corded remote + refnet, model fxfsq100all complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing & commissioning of round flow cassette type unit 4.13 tr + corded remote + refnet, model fxfsq125all complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing & commissioning of hi wall type unit 1.06 tr + corded remote + refnet, model fxaq32all complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing & commissioning of hi wall type unit 1.32 tr + corded remote + refnet, model fxaq40all complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing & commissioning of hi wall type unit 1.65 tr + corded remote + refnet, model fxaq50all complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing & commissioning of hi wall type unit 2.08 tr + corded remote + refnet, model fxaq63all complete as per drawing, specification and directionas approved by engineer in charge. , one time lifting, shifting, positioning, installation, testing of indoor units, outdoor units, fittings ( imported y joints & header etc. ) remote controlsof indoor units, complete as per specification and drawings, all complete as per drawing, specification and directionas approved by engineer in charge. outdoor units , one time lifting, shifting, positioning, installation, testing of indoor units, outdoor units, fittings ( imported y joints & header etc. ) remote controlsof indoor units, complete as per specification and drawings, all complete as per drawing, specification and directionas approved by engineer in charge. indoor cassettee units , one time lifting, shifting, positioning, installation, testing of indoor units, outdoor units, fittings ( imported y joints & header etc. ) remote controlsof indoor units, complete as per specification and drawings, all complete as per drawing, specification and directionas approved by engineer in charge. hi wall units , commissioning of vrv systems including topping r410a gas per site requirementsall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 41.3 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 34.9 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 28.6 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 22.2 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 19.1 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 15.9 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 12.7 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 9.5 mmall complete as per drawing, specification and directionas approved by engineer in charge. , interconnectingrefrigerantpipe work with ( 19mm / 13 mm thick ) closed cell elastomeric nitrile rubber tubular insulation betweeneach set ofindoor &outdoor units as perspecifications, all pipinginsidethe roomshallbe properlysupported 6.4 mmall complete as per drawing, specification and directionas approved by engineer in charge. , providing & laying of cable tray for copper pipe 300mmall complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing and commissioning of hard pvc pipe suitable for 10 kg / cm2 water pressure including fittings such as elbow, socket, reducer, etc.insulated with 6 mm thick tubular nitrile insulation, 32 mm dia with 6 mm thicknessall complete as per drawing, specification and directionas approved by engineer in charge. , supply, installation, testing and commissioning of hard pvc pipe suitable for 10 kg / cm2 water pressure including fittings such as elbow, socket, reducer, etc.insulated with 6 mm thick tubular nitrile insulation, 25 mm dia with 6 mm thicknessall complete as per drawing, specification and directionas approved by engineer in charge. , providing &fixing control cumtransmission wiring ofcopper in suitable conduits between indoorand out door unitall complete as per drawing, specification and directionas approved by engineer in charge. , supply & laying of m s slotted angle for pipes and cables horizontaly and vertically along with threaded rod, nut, bolt, saddle, tie etcall complete as per drawing, specification and directionas approved by engineer in charge. , wall chaseing as per site requirement all complete as per drawing, specification and directionas approved by engineer in charge. , making core cutting in walls, beams, rcc structure as per site requirement all complete as per drawing, specification and directionas approved by engineer in charge. , nitrogen flushing & leak check for all refrigerantpipesetcall complete as per drawing, specification and directionas approved by engineer in charge. , supply & fixing of outdoor stand all complete as per drawing, specification and directionas approved by engineer in charge. , cctv surveillance system work , supply, installation, testing and commissioning of fixed cameras, 2mp, 1 / 2.7” cmos image sensor, low illuminance, 2mp ( 1920 × 1080 ) @25 / 30 fps output, h.265 codec, ir led 30m, dwdr, 3d nr, hlc, blc, digital watermarking, abnormality detection: motion detection, video tampering, 12v dc / poe power supply, network tdn ir indoor / outdoor complete. make dahua / hikvision , supply, installation, testing and commissioning of 16channel nvr with embedded enterprise grade linux processor, real time h.265 security baseline 2.1, 1080p@30 fps adaptive decoding, onvif and rtsp protocols, resolution hdmi 4k, ai face detection, perimeter protection, ivs, people counting, heat map, and smd, bw 160 mbps, audio pcm / g711a / g726 / aac, privacy masking, video loss, scene changing, pir alarm, sata iii port up to 10 tb. make dahua / hikvision , supply, installation, testing and commissioning of 6tb sata internal with 1m hours mtbf, 180 tb workload rate, write intensive, low bit rate, high stream count, prioritized write op. make wd / seagate , supply, installation, testing and commissioning of hdbaset hdmi extender make milestone , supply, installation, testing and commissioning of wall mountable 55 high resolution led monitor with hdmi port and commercial series suitable for 12x7 operation. all accessories for installation including wall mounting stand / bracket. make samsung / sony , wifi & networking system work , supply, installation, testing and commissioning of 27u rack complete with standard accessories make dlink / comrack , supply, installation, testing and commissioning of cat 6 patch panel, loaded. make dlink , supply, installation, testing and commissioning of modular patch cables 1m 10 / 100 / 1000 make amp / molex / dc , supply, installation, testing and commissioning of 24 port poe switch 10 / 100 / 1000. make dlink / netgear , supply, installation, testing and commissioning of dual band wave ac 3x3 mimo wifi access points. make grandstream , supply, installation, testing and commissioning of cat6 informatio0n outlets, non pcb pyramid type. make dlink / amp / molex , supply, installation, testing and commissioning of dual face plates with clear labeling. make dlink / amp / molex , video conferencing system work , supply, installation, testing and commissioning of video collaboration system with full duplex audio and high quality video. 12x optiocal zoom ptz fhd camera, speakerphone units and versa collaborate hub make clearone27u rack complete with standard accessories make dlink / comrack or equivallent , supply, installation, testing and commissioning of ptz mount kit. make clearone or equivallent , supply, installation, testing and commissioning of kvm extender kit. make milestone or equivallent. , wireless av platform allows simultaneous content sharing for up to four 1080p presenters, casting miracast, google cast, and airplay, visible wireless streams up to 4, supports youtube live streaming, supports 3840x2160@60 / 59.9 / 50 / 30 / 29.97 / 25 / 24 / 23.98 hz. make atlona / screen beam / milestone / a&t , data wall system work , supply, installation, testing & commissioning of led wall indoor size 12.59ft x 7.1ft, 1.5mm pixel pitch based led display for conference room main wall, contrast ratio 6000:1, refresh rate3840 hz, half gain viewing angle h: ± 150°, v: ± 150° , lifetime 100, 000 hours, service access front / , ip grade ip20, resolution 2560x1440, brackets to fasten the ms / aluminum extrusion to be made of ms with powder coating, power distribution unit etc, all complete as per drawing and specification and direction of engineer incharge. make samsung , data wall display matirx for multi format av fast switching, selectable matrix, mirror and pip modes to meet the needs of various events or presentation styles. make tvone usa / aten / milestone pro , hdbaset4k extender kit with rx & tx. make milestone pro...

North Central Railway - Uttar Pradesh

40814588 supply of stator slot wedge as per drawing no. 4 twd.096.050 alt. 2 zn 02148 as per drg.no. 4twd.096.050 alt. 2 as per specn. zn 02148 [ warranty period: 30 months after the date of delivery ] => limited...

North Central Railway - Uttar Pradesh

40813714 supply of high tensile tight lock cbc coupler, balanced draft gearhigh tensile tight lock cbc coupler, balanced draft gear,supply of improved high tensile tight lock centre buffer coupler with aar h type head, balanced draft gear and its associated components for fitment on broad gauge passenger coaches of indian railways as per rdso spec.no.rdso/2011/cg 03, rev 03. one coupler set shall consists of the following 1. tight lock coupler head and associated components qty 1 no. 2. balanced draft gear with pivot pin qty 1 no. 3. supporting device for coupler head with m20 fasteners qty 1 no. 4. manual un coupling device with m12 fasteners qty 1 no. 5. rear carrier plate for draft gear with m16 fasteners qty 1 no. 6. front carrier plate for draft gear with m16 fasteners qty 1 no. special condition: 1. maintenance manual in soft copy and hard copy shall be supplied with item 2. necessary test certificates as per rdso .specn .no. rdso/2011/cg 03, rev 03 shall be supplied with item 3. tenderer to submit rdso approved drawings at the time of quoting the tender packing condition: items are to be packed in two different boxes as given below. list of items to be in box 1 1. balanced draft gear with wedge block assembly & wedge block. 2. rear carrier plate 3. fornt carrier plate 4. fasteners for front and rear carrier plates. ii. list of items to be in box 2 1. coupler head and associated components. 2. main pivot pin. 3. supporting device for coupler head. 4. fasteners for supporting device. 5. manual coupling device 6. fasteners for manual uncoupling device. 7. split pins for carrier plate. 8. balance items, if any. instructions for packing of fasteners. 1. box 1: item 4, 2. 2. box 2, item 4,6 & 7 each to be packed and sealed separately in transparent polythene cover of minimum 200 microns with appropriate description labels kept inside for easy identification. [safety item]. make frontier alloy steels ltd kanpur only. warranty period: 84 months from the date...

Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited - Uttar Pradesh

40789336 supply of valve for unit no. 12, btps, obra, sonebhadra ( u.p. ) , cast steel globe valve 1 / 2, class 150 ( screwed end ) , cast steel globe valve 1 / 2 class 150 ( flanged end ) , cast steel ball valve 1 / 2 class 150 ( screwed end ) , cast steel ball valve 3 / 4 class 150 ( screwed end ) , cast steel ball valve 3 / 4 class 150 ( flanged end ) , cast steel globe valve 3 / 4 class 150 ( flanged end ) , cast steel globe valve 3 / 4 class 150 ( screwed end ) , cast steel ball valve 3 / 2 ( 1.5 inch ) class 150 ( flanged end ) , cast steel ball valve 2 class 150 ( flanged end ) , cast steel ball valve 2 class 150 ( screwed end ) , cast steel gate valve, class 150 ( flanged end ) specification: body / bonnet / hand wheel: cast steel ( astm a216 gr wcb ) , wedge / seat ring: astm a216 gr wcb +13 % cr / ca15, spindle: ss aisi 410, gasket: ss 304, size 100 mm, ffd 229 mm, pcd 191 dia 19 mm, no. of holes: 08 , cast steel nrv 15 mm , cast steel nrv 20 mm...

Northern Railway - Uttar Pradesh

40780862 tender for execution of various activities for production of special type of 60kg psc sleepers including wider base sleepers of level crossing, guard rail, sharp curve, scattered and non standard t / out sleeper & feeding of aggregates & cement, preparation of stress benches including cleaning of moulds and benches, hts wire strands, fixing sgci inserts in moulds, fixing of wedges & braking rod and dowel cap, putting casted benches with the help of pulling hoist and putting the same in the steam chamber etc. casting cubes cutting, grinding of insets to suit the dimensional requirement, including, testing and leading to loading point and loading to into bfrs and trucks etc. as per details given in schedule in tender, at cspnr khalispur...

North Eastern Railways - Uttar Pradesh

40736192 supply of set of probes for ultrasonic flaw detector make modsonic consisting following items (i) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 20 mm dia (ii) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 15 mm diaset of probes for ultrasonic flaw detector make modsonic consisting following items (i) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 20 mm dia (ii) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 15 mm dia,set of probes for ultrasonic flaw detector make modsonic consisting following items (i) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 20 mm dia (ii) low angle perspex wedge attachment for normal crystal probe, angle 7.5 degree , size 15 mm dia => limited...

Public Works Department - Uttar Pradesh

40722449 tender for year of 2023 24 special repair of sambhal gawan road to faridpur kala road.; 1 earth work in cutting or in filling in embankment in ordinary soil excavation in to be regular pit not exceeding 0.5 m and earth work in embankment to be in 20 cm layer ramming and dressing the surface to required level and slopealso including 1.5 m lift and lead andincluding all material, labour, labour cess, t&p royalty, all tasex ect. complete as per direction by i in c but excluding g.s.t. 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 3as per technicalspecification clause 405. andincluding all material, labour, labour cess, t&p royalty, all tasex ect. complete as per direction by i in c but excluding g.s.t. 3 providing & applying tack coat with bitumen vg 10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous / granular surface cleaned with hydraulic burmer incliding as per tecnical specification clause 503. andincluding all material, labour, labour cess, t&p royalty, all tasex and bitumen ect. complete as per direction by i in c but excluding g.s.t. 4 p / l of open graded premix carpeting of 20mm thick composed with 13.2 mm to 5.60mm grit aggregate or approved graded grit @ 0.27 cum / 10sqm. usingbitumen ( vg 10 ) @ 146.00 kg. / 100sqm.as bearing course, including heating of bitumen to required temperature, andincluding all material, labour, labour cess, t&p royalty, all tasex and bitumen ect. complete as per direction by i in c but excluding g.s.t. tecnical specification clause 508 5 providing and applying seal coat type ‘c’ with 2.36 mm gauge stone grit @ 0.90 cum / 100 sqm & bitumen ( vg 10 ) 65 kg / 100 sqm including heating of bitumen to required temperature, mixing of stone grit with suitable mixol, laying and rolling with a smooth wheeled roller andincluding all material, labour, labour cess, t&p royalty, all tasex and bitumen ect. complete as per direction by i in c but excluding g.s.t. 6 cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.50:3 in cc pavement ( theckness as per design ) cement coarse & fine aggregate confirming to is standard mixed in concrete mixture / plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work ( steel channel ) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound ( where as specified ) and water finishing to lines & grade including supply of all material, labour , tools & plants etc. required for proper completion of work and also including complete shifting of synthetic polyester triangular fibre reinforcement material etcl & concrete etc. chp 20 new item 3 andincluding all material, labour, labour cess, t&p royalty, all tasex ect. complete as per direction by i in c but excluding g.s.t. 7 excavation in foundation in ordinary soil ( loan, clay or sand ) including lift up to 1.5 m and lead up to 30m and including filling waterning and ramming of excavated earth in to the trenches or in to the space in to the building and the side of foundation tranches.3andincluding all material, labour, labour cess, t&p royalty, all tasex ect. complete as per direction by i in c but excluding g.s.t. 8 plain cement concrete with 4cm guage stone ballast and fine sand of 1.25 f.m and cement in proportion of 1:4:8 in foundation and under floorsandincluding all material, labour, labour cess, t&p royalty, all tasex ect. complete as per direction by i in c but excluding g.s.t. si no 281 9 r.c.c. work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades 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. andincluding all material, labour, labour cess, t&p royalty, all tasex ect. complete as per direction by i in c but excluding g.s.t. si no 283 10 mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shape as necessary including bending for proper completion of the work andincluding all material, labour, labour cess, t&p royalty, all tasex ect. complete as per direction by i in c but excluding g.s.t. si no 504...

North Eastern Railways - Uttar Pradesh

40703069 supply of set of probes for ultrasonic flaw detector eeciset of probes for ultrasonic flaw detector eeci,set of probes for ultrasonic flaw detector eeci make consisting of : 7.5 degree low angle perspex wedge suitable for 20 mm. dia normal single crystal probe 7.5 degree low angle perspex wedge suitable for 15 mm. dia normal single crystal probe => limited...

North Central Railway - Uttar Pradesh

40661681 supply of taper fire bricks wedge, no.2size 230 x 113 x 75 x 65 mm is:8 to is:1526 / 1960. [ warranty period: 30 months after the date of delivery ] => limited...

Public Works Department - Uttar Pradesh

40631418 tender for aura nipsi to mahipa ka dera link road.; 1 providing, laying, spreading andcompacting stone aggregates of specific sizes22.4 53 mm gaugeto water bound macadam specificationincluding spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, crushable stone screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. including royality on materials, labour cess. gst shall be paid extra as applicable at the time of payment. 2 construction ofun reinforced, 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, 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 drawingand technical specification clause 1501. including royality on materials, labour cess. gst shall be paid extra as applicable at the time of payment. 3 earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per technical specification clause 9.1.including labour cess, gst shall be paid extra as applicable at the time of payment. 4 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, including royalty on materials & labour cess. gst shall be paid extra as applicable at the time of payment. 5 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 iii. r.c.c grade m 20, including royalty on materials & labour cess. gst shall be paid extra as applicable at the time of payment. 6 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & 1203. including royalty on materials & labour cess. gst shall be paid extra as applicable at the time of payment. 7 plastering with cement mortar ( 1:4 ) , 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204. including royalty on materials & labour cess. gst shall be paid extra as applicable at the time of payment....

Public Works Department - Uttar Pradesh

40631209 tender for special repair of bhudwa 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 g iii 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 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 4 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 5 construction of patri 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 6 constructionof un reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2, 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 0.28 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, curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 7 earthwork in excavation for structures as per drawingand technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 8 providing and laying in position plain cement concrete 1:4:8 nominal mix in foundation with crushed aggregate 40mm nominal size as per technical specification. ( sor ) 9 brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 10 providing and laying reinforced cement concrete m 20 gradein superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 11 plastering with cement mortar ( 1:4 ) 15 mm thick on brickwork in substructure / superstracutre as per technical specification clauses 613.4 & 1204...

Public Works Department - Uttar Pradesh

40630444 tender for special repair of jagdishpur gohraiya 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 g iii 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 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 ( by mechanical means ) 4 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 ( by mechanical means ) 5 construction of patri 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 6 constructionof un reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2, 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 0.28 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, curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 7 earthwork in excavation for structures as per drawingand technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 8 providing and laying in position plain cement concrete 1:4:8 nominal mix in foundation with crushed aggregate 40mm nominal size as per technical specification. ( sor ) 9 brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 10 providing and laying reinforced cement concrete m 20 gradein superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 11 plastering with cement mortar ( 1:4 ) 15 mm thick on brickwork in substructure / superstracutre as per technical specification clauses 613.4 & 1204...

Public Works Department - Uttar Pradesh

40559974 tender for special repair work of agra fatehpur sikari to malikpur to nagla lodhe road; 1 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. 2 tack coat ( i ) providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30kg 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 of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen vg 10 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 c as per technical specification clause 508. case ii by mechanical means ( i ) 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 c as per technical specification clause 510 a. by mechanical mean iii : type c ( i ) 5 construction of un reinforced, plain cement concreteavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 ( grade ) , coarse and fine aggregate 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 theconcrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished incontinuous operation including provision of contraction, expansion, construction and constructionl 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, curing compund ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. ( for agra ) 6 excavation in foundation in ordinary soil ( loam, clay or sand ) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or 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 30m from the foundation trenches. ( small work ) ch 4 si no 1 7 providing and laying cement concrete in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) and curing complete, including cost of form work. in foundation and floors.ch 5 si no 4.1.8 including cost of all materials, t&p, labour, cess, cartage for proper completion of work as per direction of engineer in charges 8 class 150 ( non modular ) brick work in 1:4 cement and coarse sandmortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work. si no 6.1.1including cost of all materials, t&p, labour, cess, cartage for proper completion of work as per direction of engineer in charges 9 providing and laying cement concrete in 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) and curing complete, including cost of form work. in foundation and floors.ch 5 si no 4.1.4including cost of all materials, t&p, labour, cess, cartage for proper completion of work as per direction of engineer in charges 10 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. in girth and finished even and smooth. ch 13 si no 13.4.1 11 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 tables 300.1 and 300.2 as per technical specification clause 12 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 tables 300.1 and 300.2 as per technical specification clause 13 note 1 rates are inclusive of all taxes but excluding gst which shall be paid extra as applicable2 labour cess @ 1% will be deducted from contractors bill at the time of payment...

East Central Railway - Uttar Pradesh

40543089 supply of 17.5 deg. low angle perspex wedge17.5 deg. low angle perspex wedge,17.5 deg. low angle perspex wedge attachment suitable for normal single crystal probe 20 mm dia,make/ brand modsonic or similar [ warranty period: 30 months after the date of delivery ] => limited...

Public Works Department - Uttar Pradesh

40540315 tender for special repair of kansa patti mahdaha bela chanda link road ( 1 ) ; 1 particulars of work 2 providing, laying, spreading and compacting stone aggregates of 53 22.4 mm sizes to water bound macadam g 3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 80 100 kn in stages to proper grade and camber, applying and brooming requisite type b of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for grading 3 as per mord specification.405incluidng labour cess, royalty. quarry from shankargarh ( excluding gst ) 3 providing and applying tack coat with bitumenusing bitumen vg 10, pressure distributor @ 0.30 kg / sqm.on the prepared bitumin surface cleaned with hydralic broom, as per mord specification 503 ( excluding gst ) 4 providing, laying and rolling of open graded premix surfacing of 20 mm compacted thicknesswith 13.2 mm crushed stone grit@ 0.18cum / 10sqm and 11.2 mm size crushed stone grit @ 0.09cum / 10sqm from approved quarry and bitumen @ 1.46kg / sqmto required line, grade and level to serve as wearing course on a previously prepared base, also mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8 10tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and t&p. complete as per mord specification no.508 ( ii ) .including the cost of bitumenvg 10, labour, t&p royalty etc. quarry from dala ( excluding gst ) 5 providing and laying seal coat type c sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm crushed stone grit @ 0.09cum / 10sqm from approved quarry and bitumen / emulsion @0.65kg / sqm including cost of material, labour, plant, machinery, mixall and t&p. complete as per mord specification no.510 ( ia ) .including the cost of bitumenvg 10, labour, t&p royalty etc. quarry from dala ( excluding gst ) 6 construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to stite, spreading, grading to required slope and compacted to meet requirement of table no. 300 2 with lead upt 1000m as per technical specification cluase 303.1 ( excluding gst ) 7 construction of un reforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per clause 1501 2.2 m30 grade, coarse and fine aggregate conforming to is 383 macadam size of coarse aggregate not exceeding 25mm mixed in a concretee 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 polthene film, wedges, steel plates including leveliing the formwork as per drawing ) , spreading the concrete with showels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provisiion of contraction and expansion, construction joints, applying, deboinding strips, primer sealant, dowel bars, near approaches to bridge / culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days curing compound where specifed and water finishing to lines and grade as per drawing and technical specification on clause 1501 8 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. c350 mm dia mord 1100 ( 9.3 ) ) 9 c / o of u drain: earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the engineer in charge within a distace of 50m. 10 plain cement concrete m 10 ( 1:3:6 nominal mix ) in levelling cousre below open foundation of head wallas as per drawings and technical specification clasuse 1109 ( pcc grade m 10 ( i ) nominal mix 1:3:6 11 providing concrete for plain / reinforced concrete in open foundation complete. as per drawing and technical clause 802, 803, 1202 & 1203iv pcc grade m20 12 brick masonry work in cement mortar in foundation of head walls comkplete 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 13 plastering with cement mortar ( 1:3 ) 15 mm thick on brickwork in parapet as per technical specifications clauses 613.4 and 1208.4 14 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specification clauses 1000 and 1202...

Public Works Department - Uttar Pradesh

40518621 tender for special repair of banwari link road; 1 water bound macadam with crushable screenings 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 three wheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, crushable 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 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 3 construction of sub grade 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. ( cartage earth upto 1 km ) 4 kc drainearth work in excavation for struction as per drawing & technical specification claus 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom, backfilling the exavated earth to the required extent and ultising the ramaining earth localty for raod work ( as per mord 302 ( i ) si 3.5 ) 5 supply & laying of local sand ( below pcc 1:3:6 ) 6 cement concrete with 4 cm, guage approved stone ballast, approve coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and t&p etc. required for proper completion of the work. sor 280 7 same as item 303 above but in 3:1 coarse sand and cement mortar. sor 307a 8 12mm thick plaster with cement mortar proportion of 1:3 cement and sand of 1, 25 in f.m. over brick work minimum thickness not be less than 10mm including supply of all materials, labour and t & p etc. required for proper completion of the work. sor 582 9 cement concrete with 2 cm, guage approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and t&p etc. required for proper completion of the work. 279a...

Public Works Department - Uttar Pradesh

40518595 tender for special repair work of pbmb to birval road in distt mathura; 1 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. 2 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. ( rates are including cost of bitumen ) 3 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 ii by mechanical means ( rates are including cost of bitumen ) 4 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 ( rates are including cost of bitumen ) 5 construction of un reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per clause 1501.22 m 30 ( grade ) , coarse and fine aggregate 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, expansion, construction and 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, curing compund ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 6 earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. the earth in form of cutting ( b ) to be used as spoil banks within 50m distance as directed by the engineer in charge. 7 excavation in foundation in ordinary soil ( loam, clay or sand ) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or 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 30m from the foundation trenches. as per dsr.no. 4.1.1 8 class 150 ( non modular ) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work. as per si.no / dsr 6.1.1, ch. 06 9 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sandofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. in girth and finished even and smooth. as per si / dsr no.13.4.1, ch.no. 13 10 providing and laying cement concrete in 1:4:8 ( 1 cement : 4 coarsesand : 8 graded stone aggregate 40 mm nominal size ) and curing complete, including cost of form work. in foundation and floors. as per si.no / dsr 4.1.8, ch. no. 05 11 marble / stone tiles ( d ) black granite ( polished ) in big slab 20mm thick as per si.no. 16 ( d ) ...

Public Works Department - Uttar Pradesh

40518037 tender for special repair work of bhagwantapur to kalyanpur il vilva road ( v.r. ) in distt. bareilly.; 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 4.7 405 ( 3 ) including supply of all meterial t&p, labourandall taxes , istp, royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge. 2 providing and applying tack coat with bitumen ( vg 10 ) using emulsion distributor at the rate of 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 5.2 503 ( iii ) including supply of all meterial t&p, labourandall taxes , royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge. ( including cost of bitumen ) . 3 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen oremulsion torequired 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 wheel8 10 kn static roller capacity, finished to required level and grades to be followed by seal coat of type as per technical specification clause 6 508 including supply of all meterial t&p, labourandall taxes , istp, royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge. ( including cost of bitumen ) . 4 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 5.12 510. including supply of all meterial t&p, labourandall taxes , istp, royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge. ( including cost of bitumen ) . 5 construction ofun 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 drawingand technical specification clause 1501including supply of all meterial t&p, labourandall taxes , royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge. 6 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 1000m as per technical specification clause 303.1including supply of all meterial t&p, labourandall taxes etc. but excluding gst for proper completion of the work as per direction of engineer in charge. ( exculding royalty. ) 7 earthwork for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specificiaton clause 302.3including supply of all meterial t&p, labourandall taxes etc. but excluding gst for proper completion of the work as per direction of engineer in charge. ( exculding royalty. ) 8 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 nominal mix 1:3:6 including supply of all meterial t&p, labourandall taxes , royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge. 9 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & 1203brick masonry in 1:4 cement mortarincluding supply of all meterial t&p, labourandall taxes , royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge. 10 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 800 & 1200p.c.c grade 1:2:4. but excluding gst for proper completion of the work as per direction of engineer in charge. 11 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202but excluding gst for proper completion of the work as per direction of engineer in charge. 12 plastering with cement mortar ( 1:4 ) , 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204 including supply of all meterial t&p, labourandall taxes , royalty etc. but excluding gst for proper completion of the work as per direction of engineer in charge....

Public Works Department - Uttar Pradesh

40518023 tender for special repair of bichala tola link road; 1 providing, laying, spreading and compacting stone aggregates of 22 4 53mm sukrutstone ballast sizeto water bound macadamspecificationincluding spreading in uniform thickness, hand packing, rolling with 3 wheel roller 80 100 kn static roller in stages to proper grade and camber, applying and brooming, type bscreening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification clause 405. 2 providing and applying tack coat with bitumen on prime / bituminous surface usingat the rate of 0.35 kg. per sqm using manual means as per techinical specification no. 503 ( including cost of bitumen ) ( excluding gst ) 3 providing laying and rolling of open graded premix carpet of 20mm compacted thickness composed of 13.2mm and 11.2mmdalla grit either using 80 / 100 penetration grade bitumento 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.as per technical specification clause 508. ( including cost of bitumen ) . ( excluding gst ) 4 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, usingcrushed stone chiping 6.7 mm size and penetration grade bitumen vg 10as per technical specification clause 510. ( including cost of bitumen ) ( excluding gst ) 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 technica specification clause 1501. 6 earth work in excavation in foundation in soil mixed with moorum / kanker / b.c soil including 30m lead and 1.5m lift all labour, t&p etc. complete as per direction of e / i. s o r serial no 252...

North Central Railway - Uttar Pradesh

40503940 supply of centre wedge for mk 50 draft gearcentre wedge for mk 50 draft gear,centre wedge for mk 50 draft gear (item to be supplied with work test certificate) drg.no.besco fig.20; item no.2. [ warranty period: 30 months after the date of delivery ]...

Public Works Department - Uttar Pradesh

40464141 tender for special repair of benipur link road under sultanpur assembly constituency; 1 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 0.275 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 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 eithertype b as per technical specification clause 508. case i by manual means ( i ) bitumen ( vg 10 ) 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 b as per technical specification clause 510 a. by manual means case iii : type b ( i ) bitumen ( vg 10 ) 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...

Public Works Department - Uttar Pradesh

40462366 tender for shivpuri timarua link road; 1 earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding ½ metre ( 20 ) in depth & 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 ( 5ft ) lifts and 30 m ( 100 ) lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 metres ( 100 ft ) distance as directed by the engineer in charge. as per sor item 253 2 wbm grade 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 3 tack coatproviding and applying tack coat with vg 10 using emulsion distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503.. 4 pc 20 mmproviding, 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 c as per technical specification clause 508. 5 seal coatproviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 6 construction ofun reinforced, 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 screed vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, 7 excavation in foundation in ordinary soil ( loam clay, or sand ) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween 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 of 30 m from the foundation trenches.as per sor item 251 8 cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 1:4:8 including supply of all material t&p etc. required for proper completion of work. as per sor item 281 9 r.c.c. work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors & window excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 b, w.g.g.i. binding wire and including necessary crentering & shuttering etc. and also including supply of all material labour and t&p etc. required for proper completion of the work. binding wire cost being included in the item. as per item 283. 10 mild steel or iron in plain work such as reinforced concrete or reinforcement brick work ( when not included in an over all rates ) wrought to required shape as necessary including benefit for proper completion fo the work and including supply of all steel and wastage and over lappign and hooks.as per item no. 504...

Public Works Department - Uttar Pradesh

40462236 tender for special repair of milatory farm link road km. 1 ( 750 ) .; 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 bitumen ( vg 10 ) using bitumen pressure distributer at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broomincluding cost of bitumen . 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 coatincluding cost of bitumen 4 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fallincluding cost of bitumen 5 constructionof un reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m 30 ( 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, 6 construction of shoulder 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 7 construction of shoulder 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. carted earth work from 1 km. distance...

Public Works Department - Uttar Pradesh

40462222 tender for special repair of vantolwa link road km. 1 ( 900 ) .; 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 bitumen ( vg 10 ) using bitumen pressure distributer at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broomincluding cost of bitumen . 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 coatincluding cost of bitumen 4 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fallincluding cost of bitumen 5 constructionof un reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m 30 ( 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, 6 construction of shoulder 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 7 construction of shoulder 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. carted earth work from 1 km. distance...

North Central Railway - Uttar Pradesh

40432117 supply of wedge key sub assemblywedge key sub assembly,wedge key sub assembly as per escort part no. sk 1608 for cbc in lhb coaches, rdso specn no. rdso/2011/cg 03 [ warranty period: 30 months after the date of delivery ]...

Public Works Department - Uttar Pradesh

40417564 tender for reconstruction of karari to shirpalpur link road; 1 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 low porosity providing and applying primer coat with bitumen emulsion ( ss 1 ) onprepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per technical specification clause 502 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 ( vg 10 ) 5 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified 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 ( vg 10 ) 6 cement concrete pavement construction of un reinforced, dowel jointed at expansion andconstruction joint only, plain cement concrete pavement, thickness as per design, over aprepared 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 fixedside 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 withshovels, rakes, compacted using needle, screed and plate vibrators and finished incontinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvertand 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 perdrawing and technical specification clause 1501 135.000 cubic meter 6864.04 9, 26, 645.40 7 mord 3.14 construction...

Public Works Department - Uttar Pradesh

40417247 tender for special repair of jhabri mod to behada 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 g iii 2 constructionof un reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2, 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 0.28 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, curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 3 earthwork in excavation for structures as per drawingand technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 4 plain cement concrement 1:4:8 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days. 5 brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 6 providing and laying reinforced cement concrete m 20 gradein superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 7 plastering with cement mortar ( 1:4 ) 15 mm thick on brickwork in substructure / superstracutre as per technical specification clauses 613.4 & 1204...

Public Works Department - Uttar Pradesh

40417232 tender for special repair of lar chanuki bhatpar to baraipar link road.; 1 construction of granular sub base by providing coarse 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 smooth wheel roller to achieve the desired density, complete as per clause 401. ( excluding gst ) 2 providing, laying, wbm grade 3 with 22.4 53mm size stone ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. grading 3 as per clause 405.3 ( including all taxes required & i / chire charges of road roller ) ( excluding g.s.t. ) 3 providing and applying tack coat with bitumen ( vg 10 ) using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous / granular surfacetreated with primer & cleaned with hydraulic broom as per technical specification clause 503 ( including all taxes required & including cost of bitumen vg 10 ) ( excluding g.s.t. ) 4 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2mm, 11.2 mmaggregates in proportion of 2:1 usingvg 10 bitumen@ 1.46 kg per sqm 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 smooth wheeled roller 80 100 kn static rollar capacity, finished to required level and grades to be fallowed by seal coat as per technical specification clause 508, including cost of bitumen grade vg 10 ( excluding g.s.t. ) 5 providing and laying seal coat by manual means with vg 10 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 ( including all taxes required and hire charges of road roller & including cost of bitumen ) ( excluding g.s.t. ) 6 construction ofun 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, ( excluding g.s.t. ) 7 earth work in patri or embankment in ordinary soil loam, clay or sand in patries onboth side of road including ramming dressing required to proper completion of work including all labour t&p etc all complete. as per s.i. no. 253 ( excluding gst ) ...

Public Works Department - Uttar Pradesh

40417034 tender for renewal work with special repair of jogapur sc basti link road; 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ( g 3 ) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per clause 405 a ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 2 construction ofun 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 ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 3 prime coat.providing and applying prime coat with bitumen emulsion ( ss ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means as per technical specification clause 502.. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 4 providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 5 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 ( 13.2mm & 11.20mm in 2:1 ) mm aggregates either using penetration grade bitumen vg 10 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 type c as per technical specification clause 508. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 6 providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade vg 10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 7 construction of embankment withapproved material obtain from borrow pits with all lift and lead, transporting to site , spreding grading to required slope and compacting to meet requirement of table 300 2...

Public Works Department - Uttar Pradesh

40417010 tender for special repair of sirauli purva 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 earthwork in excavation for structures as per drawingand technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 3 brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 4 construction ofun 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 drawingand technical specification clause 1501 5 maintenance of wbm road including filling of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification clause 1906. 6 providing and applying tack coat with bitumen ( vg 10 ) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom. ( including cost of bitumen ) 7 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 . ( including cost of bitumen ) 8 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . ( including cost of bitumen ) 9 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...

Public Works Department - Uttar Pradesh

40416460 tender for special repair of khamariya 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 g iii 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 construction of patri 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 6 constructionof un reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2, 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 0.28 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, curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 7 earthwork in excavation for structures as per drawingand technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 8 plain cement concrement 1:4:8 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days. 9 brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 10 providing and laying reinforced cement concrete m 20 gradein superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 11 plastering with cement mortar ( 1:4 ) 15 mm thick on brickwork in substructure / superstracutre as per technical specification clauses 613.4 & 1204...

Public Works Department - Uttar Pradesh

40415574 tender for cement concrete road of sundarpur bindahi link road 1 providing, laying, wbm grade 3 with 22.4 53mm size stone ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. grading 3 as per clause 405.3 ( including hire charges of road roller ) ( excluding gst ) 2 construction ofun 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, 3 earth work in pataries as per si no 253...

Public Works Department - Uttar Pradesh

40415547 tender for special repair of chandeswar kamhariya to badaura bujurg link road; 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ( g 3 ) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per clause 405 a ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 2 construction ofun 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 ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 3 prime coat.providing and applying prime coat with bitumen emulsion ( ss ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means as per technical specification clause 502.. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 4 providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 5 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 ( 13.2mm & 11.20mm in 2:1 ) mm aggregates either using penetration grade bitumen vg 10 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 type c as per technical specification clause 508. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 6 providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade vg 10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 7 construction of embankment withapproved material obtain from borrow pits with all lift and lead, transporting to site , spreding grading to required slope and compacting to meet requirement of table 300 2...

Public Works Department - Uttar Pradesh

40415513 tender for renewal work with special repair of chack umari rameshgiri link road; 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ( g 3 ) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per clause 405 a ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 2 construction ofun 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 ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 3 prime coat.providing and applying prime coat with bitumen emulsion ( ss ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means as per technical specification clause 502.. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 4 providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 5 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 ( 13.2mm & 11.20mm in 2:1 ) mm aggregates either using penetration grade bitumen vg 10 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 type c as per technical specification clause 508. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 6 providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade vg 10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 7 construction of embankment withapproved material obtain from borrow pits with all lift and lead, transporting to site , spreding grading to required slope and compacting to meet requirement of table 300 2...

Public Works Department - Uttar Pradesh

40415215 tender for sukha paschimi 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 construction ofun 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 drawingand technical specification clause 1501 3 maintenance of wbm road including filling of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification clause 1906. 4 providing and applying tack coat with bitumen ( vg 10 ) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom. ( including cost of bitumen ) 5 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 . ( including cost of bitumen ) 6 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . ( including cost of bitumen ) ...

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...

Public Works Department - Uttar Pradesh

40415176 tender for special repair of sidhauli misrikh road km 4 to baljatighat link road; 1 maintenance of wbm road including filling of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification clause 1906. 2 providing and applying tack coat with bitumen ( vg 10 ) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom. ( including cost of bitumen ) 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 . ( including cost of bitumen ) 4 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . ( including cost of bitumen ) 5 construction ofun 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 drawingand technical specification clause 1501 6 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...

Public Works Department - Uttar Pradesh

40415076 tender for renewal work with special repair of gopalpur bhopatpur link road; 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ( g 3 ) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per clause 405 a ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 2 construction ofun 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 ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 3 prime coat.providing and applying prime coat with bitumen emulsion ( ss ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means as per technical specification clause 502.. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 4 providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 5 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 ( 13.2mm & 11.20mm in 2:1 ) mm aggregates either using penetration grade bitumen vg 10 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 type c as per technical specification clause 508. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 6 providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade vg 10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 7 construction of embankment withapproved material obtain from borrow pits with all lift and lead, transporting to site , spreding grading to required slope and compacting to meet requirement of table 300 2...

Public Works Department - Uttar Pradesh

40414914 tender for special repair mubarakpur university to devakali iama devakali khalasa link road; 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ( g 3 ) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per clause 405 a ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 2 construction ofun 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 ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 3 prime coat.providing and applying prime coat with bitumen emulsion ( ss ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means as per technical specification clause 502.. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 4 providing and applying tack coat with bitumen vg 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 5 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 ( 13.2mm & 11.20mm in 2:1 ) mm aggregates either using penetration grade bitumen vg 10 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 type c as per technical specification clause 508. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 6 providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade vg 10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510. ( including all taxes, royalty, labourcessbut excluding gst ) ( schedule c applicable ) 7 construction of embankment withapproved material obtain from borrow pits with all lift and lead, transporting to site , spreding grading to required slope and compacting to meet requirement of table 300 2...

Public Works Department - Uttar Pradesh

40414798 tender for special repair at salempur bb road to nagla goswami road; 1 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 kg per sqm on the prepared surface cleaned with hydraulic broom as per technical specification clause 503. ( including cost of bitumen ( v g 10 ) 3 20mm thick open graded premix carpet using bituminousbinder ( vg 10 ) providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg 10 grade bitumen 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 iii type c by manual means ( i ) bitumen ( vg 10 ) ( including cost of bitumen ( v g 10 ) 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 c as per technical specification clause 510 a.by manual means case iii : type c ( i ) bitumen ( vg 10 ) ( including cost of bitumen ( v g 10 ) 5 cement concrete pavement ( c.c road ) construction of un reinforced 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 m 30 ( grade ) coarse and fine aggregates conforming to is 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work ( steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing ) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 6 construction of embakment with approved material obtained from borrow pits with all lift upto 1.5 m, transporting to site, compacted to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as pertechnical specification clause 301.5 7 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, compacted to meet requirement of tables 300.2 as per technical specification clause 301.1...

North Central Railway - Uttar Pradesh

40400535 supply of wooden wedgewooden wedge, wooden skit of size 250 x100x 50 mm for wag 9 / wap 7 / wap 5 locos to clw spec no.clw.4w.12000.054. alt a or latest. [ warranty period: 30 months after the date of delivery ] ...

Northern Coalfields Limited - Uttar Pradesh

40388064 bids are invited for miscellaneous spares of dsp vibrating screen woven wire panel a wws15003000a , vibrating screen woven wire panel c wws7753000 , sliding plate of sliding valve zi64000spsvii , vibrating screen woven wire panel b wws15003000b , rubber seals for sliding valve zi640008632 , wedge wire panel vsl1x225vs total quantity : 126...

Public Works Department - Uttar Pradesh

40383202 tender for special repair work of mahav to bhavanpura road; 1 providing, laying, spreading and compacting stone aggregates of specific sizes 22.4 53mmto 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, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 2 construction of un reinforced, plain cement concreteavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 ( grade ) ( 1:1.5:3 ) , coarse and fine aggregate 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 theconcrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished incontinuous operation including provision of contraction, expansion, construction and constructionl 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, curing compund ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 3 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 as per technicalspecification clause 303.1. ( cc portion ) 4 note 1. gst will be paid as per rule.2. labour cess 1% included in above rates and same will be deducted at the time of payment.3. bitumen / emulsion will be issued to the contractor as per schedule c...

Public Works Department - Uttar Pradesh

40382863 tender for special repair work of catk road to danda kulhara road.; 1 providing, laying, spreading and compacting stone aggregates of specific sizes 22.4 53mmto 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, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 2 construction of un reinforced, plain cement concreteavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 ( grade ) ( 1:1.5:3 ) , coarse and fine aggregate 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 theconcrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished incontinuous operation including provision of contraction, expansion, construction and constructionl 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, curing compund ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 3 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 as per technicalspecification clause 303.1. ( cc portion ) 4 note 1. gst will be paid as per rule.2. labour cess 1% included in above rates and same will be deducted at the time of payment.3. bitumen / emulsion will be issued to the contractor as per schedule c...

East Central Railway - Uttar Pradesh

40381089 supply of 17.5 deg. low angle perspex wedge attachment suitable for normal single crystal probe 20 mm dia, make / brand modsonic or similar [ warranty period: 30 months after the date of delivery ] => limited...

Public Works Department - Uttar Pradesh

40380706 tender for special repair of bhawarkol veerpur to veerpur link road. ; 1 providng & laying , spreading and compacting stone aggregates of specific sizes ( 22.4 53 mm s.s.b ) .to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80 100 kn in stage to proper grade and camber , applying and brooming , crushable screening to fill up the interstices of coarse aggregate , watering and compacting to the require density grading 3 as per technical specification clause 405. ( including all material, t&p labour cess etc but excluding gst ) 2 providing and applying primer coat with bitumen slow setting emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means.as per technical specification clasue 502. ( including all material, t&p labour cess etc but excluding gst ) 3 providing and applying tack coat with bitumen vg 10using bitumin distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503.. ( including all material, bitumin, t&p labour cess etc but excluding gst ) 4 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed two part of 13.2 mm & one part of 11.2 mm gauge aggregates either using penetration grade bitumenvg 10 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. ( including all material, bitumin, t&p labour cess etc but excluding gst ) 5 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c seal coat as per technical spefification clause 510. ( including all material, t&p labour cess etc but excluding gst ) 6 cement concrete pavement construction ofun 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 theformwork 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 ) andwater finishing to lines and grade as perdrawingand technical specification clause1501...

Public Works Department - Uttar Pradesh

40380035 tender for special repair of nh 24 lalpur kundan road to majra hajinagar.; 1 construction of embankment with material obtained from borrow pits construction 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 2 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. 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 three wheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405 ( by manual means ) 4 providing and applying tack coat with vg 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer / bituminous surface as per technical specification clause 503. 5 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg 10 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades as per technical specification clause 508 ( by manual means ) 6 providing and layingtype c seal coat by manual means with vg 10 sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per technical specification clause 510 ( by manual means ) 7 construction ofun 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 drawingand technical specification clause 1501 8 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 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 10 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & amp; amp; 1203 11 plastering with cement mortar ( 1:3 ) 15 mm thick on brickwork in parapet as per technical specifications clauses 613.4 and 1208.4 12 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...

Public Works Department - Uttar Pradesh

40380030 tender for special repair of kuan khera to wasepur road; 1 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smooth mord specifications 401 but including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t. 2 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 405but including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t. 3 cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.50:3 in cc pavement ( theckness as per design ) cement coarse & fine aggregate confirming to is standard mixed in concrete mixture / plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work ( steel channel ) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound ( where as specified ) and water finishing to lines & grade including supply of all material, labour , tools & plants etc. required for proper completion of work and also including complete shifting of synthetic polyester triangular fiber material etcl & concrete etcbut including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t. 4 excavation in foundation in ordinary soil ( loam, clay or sand ) including lift upto 1.50 m, and lead upto 30 m and including filling watering and ramming of excavated earth into the trenches or 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 from the foundaiton trenches. ( si. no. 251 ) but including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t. 5 concrete with 4cm gauge stone ballast coarse sand of 1.25 f.m and cement in proportion of 8:4:1 in foundation and under floors ( si. no. 281 ) but including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t. 6 r.c.c. work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades 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. binding wire of supplied by the contractor free of cost including making of drip coarse. ( si no. 283 ) but including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t. 7 mild steel or tmt bars ( fe 500d grade or higher ) or hysd bars or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel. ( si no. 504 ) but including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t. 8 earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1 / 2 meter ( 20 ) depth and earth work in embankment to be in 20 cm. ( 8 ) layers including ramming and dressing the surface to required levels and slopes and also including 1.50 m ( 5ft. ) lifts and 30m ( 100ft. ) lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m ( 100ft. ) distance as directed by the engineer in charge. ( si. no. 253a ch 4 ) but including all material, labour, cess, t&p, machinery, and all taxes etc. complete direction by e i / c but excluding g.s.t....