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Tender For providing and supplying material - supplying and providing health material, supplying and erecting modulartype switch6a/10a, supplying and erecting street light bracket for erection of single fitting made from 40 mm. dia b class g.i.pipe 1.0 m in length, 36 watt led light sensor, 50 watt led light sensor, 36 watt led light without sensor, 50 watt led light without sensor, light bracket, pvc tapes, electric service wire, 5a switch, mcb box, 32 amp switch, armoured cable, 16 amp fuse, 32 amp fuse, pipe clamp, fitting and labour charge, providing cement concrete foundation including excavation for the poles 60 cm x 60 cm x 1.5 m deep in 1:3:6 cement concrete (20 x 25 mm stone metal) and 45 cm x 45 cm x 45 cm/45 cm dia. x 45 cm height plinth duly plastered and with necessary curing and finishing in an approved manner.(for 8.5 to 9 m poles) (16-3-2), supplying and erecting steel tubular swaged pole 139.7 x 114.3 x 88.9 mm. dia with 4.5 x 3.65 x 3.25 mm thickness (4.5 + 1.75 + 1.75m) length respectively and total 8 m long with pole cap, base plate in provided foundation.(weight 101 kg.) as per specification no.oh-pl/stp, supplying and erecting street light bracket made from 25mm.dia b class g.i. pipe 0.6m.in, supplying and erecting led street light fitting suitable for 36w to 40w led street light, including lamp,with pf > 0.95 class ip 65, supplying and erecting led street light fitting suitable for 50w lamp, including lamp, with pf > 0.95 class ip 65, supplying and erecting led street light fitting suitable for 60w lamp, including lamp, with pf > 0.95 class ip 65., supplying and erecting led street light fitting suitable for 90w led street light, including lamp, with pf > 0.95 class ip 65., supplying and erecting led flood light fitting of 120w, including lamp, with pf > 0.95 class ip 65, supplying and erecting led flood light fitting of 150w, including lamp, with pf > 0.95 class ip 65, providing rental basis hydraulic bucket vehicle of hight 13 mtr. and weight capacity 200 kg with driver, oprator and disel etc.for day basis, labour charges for led fitting on street light or ms light pole., dismentaling charges led street light of pole, 1.25 mm crca sheet metal enclosures box for timmer and mcb, supplying pvc insulated pvc round sheathed 1.5 sq.mm, supplying and laying armoured cable 4c x 6 sq.mm, supplying and laying armoured cable 4c x 10 sq.mm, supplying and laying armoured cable 2c x 10sq.mm, supplying and laying armoured cable 4c x 16 sq.mm, supplying erecting & marking spmcb 6a to 32a,b-series (for lighting) 5-3-3, supplying erecting & marking dpmcb 6a to 32a, bseries (for lighting) 5-3-7, supplying and erecting programmable digital almanac timer microcontroller based with real time clock to operate on derived switching "on" & switching "off" street light as per daily sunset and sunrise respectively, supplying & erecting crimping type aluminium lugs for cable upto 16 sq mm complete, supplying & erecting crimping type coper lugs for cable upto 1.5 to 6 sq mm complete, supplying and erecting two pole power contactor 250v 32a for time switch complete erected on wooden block/provided box, with necessary materials.4-4-3, supplying & erecting mains with 2x1.5 sq mm f.r copper pvc insulated wire laid in provided conduit/trunking/inside pole, supplying & erecting mains with isi mark wp2 x 6sq mm 1100 v. grade aluminium pvc insulated pvc sheathed wires on g.i. bearer wire no 8 swg 1-4-3, supplying & erecting mains with isi mark wp2 x 2.5 sq mm 1100v grade aluminium pvc insulated pvc sheathed wires on g.i. bearer wire, supplying & erecting mains with isi mark wp2 x 10.00 sq mm 1100v. grade aluminium pvc insulated pvc sheathed wires on g.i. bearer wire, 25 amp, 32 amp three phase l/t contactor, 2.5 sq mm multistand copper wire, insulation tape, water proof tape, street light pole box frp, cement street light pole clamp, m.s. street light pole clamp, led street light arm bend pipe, small size frp box f
Tender For supply at site of 12 meters high mast suitable for 39m/sec or 180 kmph wind speed, with rai sing and lowering system comprising, head frame, luminaries in symmetrical arrangement, double drum wi nch, 6 mm diameter ss wire rope, trailing cable 5 core, connector, integral power tool motor, manual handl e,junction box, lighting, supply of 200 w led flood light fitting-6 no.s per mast, aviation light single dome, s upply of outdoor type feeder pillar box with 16swg gi sheet powder coated, comprising of 25 a or higher t pn mcb c series as incomer, single dial time switch, 16 a or higher tp contactor for automatic switching of luminaries, power tool control with 2 no.s of 9a contactor and raise lower push button, construction of suit able foundation with m20 grade concrete for erection of high mast at site along with supply of foundation b olts, fixing and wiring of luminaries using 3 core 1.5 sqmm copper wire, 5 core 2.5 sqmm trailing cable, ear thing with 2.75 meters gi pipe 50mm c class-2 no.s per mast and connecting of earthing with 25*3 mm gl flat, installation of feeder pillar by grouting the stand in concrete. [ warranty period: 30 months after the date of delivery ]
Tender For providing childrens playground equipment (jhula) in west campus near kendriya bhandar park of iit delhi - childrens playground equipment, supply and installation of childrens playground equipment supply, delivery, and installation of a factory-fabricated suitable for children, constructed from high-quality powder-coated galvanized steel and weather-resistant hdpe or plastic seats and handles. the equipment shall consist with anti-slip grips and ergonomic support, mounted on a central pivot frame with heavy-duty bearings to ensure smooth and safe operation. all materials used shall be uv-stabilized, rust-resistant, and conform to playground safety standards. the equipment shall be securely anchored into a concrete foundation as per the manufacturer s specifications, complete in all respects including excavation, foundation, backfilling, and finishing to the required level.(the equipment must accompanied with test reports for quality, safety, durblity, and proper functioning of equipment), 1) providing and fixing deluxe 2 see saw as per specifications, 1.1) deluxe 2 see saw:- product area: minimum 2500 mm x 350 mm. safe play area: minimum 4500 mm x 1500 mm. see saw lever is made up of minimum 100 nb gi b- class pipes. lever length willbe minimum 2500 mm long. lever ends are coveredwith gi pipe end cap. two nos. of seats are made up of lldpe plastic with inbuilt handle. stand is made up of minimum 80 nb gi b-class pipes. two no of pedestal bearing are given for smooth and noiseless movement of see saw lever. bearing is covered with nylon cover, 2) providing and fixing of deluxe slide as per specifications, 2.1) deluxe slide ae301 structure made of 35mm x 4mm angle iron frame slide: g.i. sheet slide length: 6ft, 3) providing and fixing of kids merry go round as per specifications, 3.1) frp platform merry go round:- product area: minimum 1500 mm diameter. safe play area: minimum 3000 mm diameter. the platform of merry go round made up offibre reinforced plastic. the ring on which the frp platform is based. barcode on machine to show the proper use of machine., 4) providing and fixing of horse rider as per specifications, 4.1) horse rider product area: minimum 900 x 350 mm. safe area: minimum 2700 mm x 950 mm. spring assembly is made up of square plates & compression spring. compression spring is made up of minimum 18 dia wire, spring dia is minimum 200 mm and height is min 300 mm (+10%). stand is made up of minimum 40 nb b class g.i isi mark pipes of reputed make (jindal/bhushan/tata) plate is welded on it to fix plastic bike on it firmly. all welded joints are properly groundedand coated with an epoxy sealant for rust resistance. all sharp edges and corners are properly ground before painting. powder coat done by first coat of superior brand primer 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness. character is made up of lldpe plastic with rotational moulding process which is nonageing, non-toxic and have u.v. stabilizers for colour resistance. length of bike is minimum 850 mm long and weight is minimum 7 kgs. it has inbuilt handle and foot rest., 5) providing and fixing of triple swing side as per specifications, 5.1) triple swing, side pipe - 35 mm upper pipe - 50 mm seat - rubber sheet chain - 3 mm.
Tender For corrigendum : the items of the estimate are earth work, cc 1 4 8 concrete for levelling course , cc 1 2 4 concrete for culvert foundation and abutment, rcc 1 2 4 ,20mm aggregate for bed block and parapet ,centering and shuttering , rcc 1 1.5 3 for slab, steel
Tender For corrigendum : installation of 35 nos. iron drop gate having 11.00 m. long by constructing permanent concrete foundation / base including supplying of all materials as required for fabrication and erection with sufficient operational facility and complete in all re
Tender For corrigendum : tender for supply of supply of bakelite sheet with 1nos of 6a dp mcb and stud type connector suitable for 4cx 6sq mm cable complete as required. , supply of 25w led street light luminiare with pre die cast aluminium housing and ip 66 protection , pf greater than equal to 0.95 , thd less than 10 percent , cri greater than equal to 70 as per technical specification complete as required. , supply of lt power cable of 1.1 kv grade of following sizes aluminium conductor xlpe insulated pvc sheathed armoured cable confirming to is 7098 part-i-1988 with upto date ammendment as required. a) 3.5 c x 95 sq. mm , supply of lt power cable of 1.1 kv grade of following sizes 4c x 6sq.mm(copper conductor) , supplying and laying of following size dwc hdpe pipe isi marked along with all accessories like socket , bend , couplers etc. conforming to is 14930 , part ii complete with fitting and cutting , jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required. a) 63 mm dia (od-63 mm & id-50 mm nominal) , laying of one number pvc insulated and pvc sheathed/xlpe power cable of 1.1kv grade of following size in the existing rcc/gi/hume/metal/hdpe pipe etc. as required. a) above 35sq.mm and up to 95 sq mm , laying of one number pvc insulated and pvc sheathed/xlpe power cable of 1.1kv grade of following size in the existing rcc/gi/hume/metal/hdpe pipe etc. as required. b) up to 35 sq mm , supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. a) 3.5c x 95 sq.mm , supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. b) 4c x 6sq.mm(copper conductor) , itc of gi octagonal pole of following length in reinforced cement concrete 1 ratio 2 ratio 4 (1 cement 2 coarse sand 4 stone aggregate 40mm nominal size) foundation i/c excavation and refilling etc. complete as required a) 5 mtr. height , itc of 30w led street light luminiare on existing pole bracket i/c connection with 1.5sq.mm frls copper wire complete as required. , earthing with g.i. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. , providing and fixing 25 mm x 5 mm g.i. strip in 40 mm dia g.i. pipe from earth electrode including connection with g.i. nut , bolt , spring , washer excavation and re-filling etc. as required. , earthing with g.i. earth pipe 4.5 metre long , 40 mm dia including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. , providing and laying earth connections , from earth electrode with 6 swg dia , g.i wire in 15mm dia , g.i pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. , providing and fixing 6 swg g.i. wire on surface or in recess for loop earthing alongwith the existing cable as required. , design , fabrication , supply , installation , testing & commissioning of outdoor feeder pillar , cubicle type , made out of 2 mm thick crca sheet , totally enclosed , ip 55 , free standing , floor mounting , dust and vermin proof , indoor , compartmentalised , suitable for operation on 3 phase and neutral , 415 v , 50 hz ac system , including internal wiring with suitable size wires/cable , interconnection , duly powder coated painting etc. , including supply & installation of following switchgears , metering instruments and accessories in the feeder pillar as required as per attached boq in atc , shifting of 5 mtr height str
Tender For supply of m and l surface excavation exc 30cm deep in hard oblique dense soil , m and l for hardcore of gauge not exc 63mm of broken granite stone and deposited and spread and levelled in layers not exc 15cm thick and watered and rammed to a true surface , m and l for cement concrete 40mm graded aggregates in foundation filling and mass concrete , m and l factory made kerb stone of m25 grade cement concrete in position to the required line and level and curvature and jointed with cement mortar and including making joints with or without grooves , m and l for cement concrete using 40mm graded stone aggregate as in filling and mass concrete compelete all as specified and all as directed , m and l for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed , m and l pre polished machine pressed precast concrete interlocking paver block of approved shape and colour , m and l preparation of concrete surfaces of wall and applying two coat of cement base paint white or tinted complete all as specified and directed , m and l reinforced concrete pipes and 600mm bore class np3 and laid and jointed complete with collars , s and f solar delineator 1000 x 47mm made of polycarbonate and toughened aluminium alloy body and having height 145mm and diameter is 80mm , cost of construction , cost of iit drawings
Tender For repairs & strengthening to concrete foundation &water proofing by epoxy/pu grouting at various level and locations (as and whenrequired) in 3x660 mw power house area at tps koradi.
Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, 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. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :-- furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concrete approach slab including
Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinfo