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Tender For state scheme (nabard) /25-26/tikari /01 - 1) name of work: construction of high level rcc bridge over morahar river in between mahiyarpur to kurmawaan, 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 diasmeter all complete job as per specifiactions and direction of e/l, 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 m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, 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. elastomeric bearing & pad, 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 s
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
Tender For bid to ras supply of supply of augmentation of power supply for wet basin area es dept grse - 3.5 core x 300 sq. mm aluminium_1200005806 , service job for 3.5 core x 300 sq.mm ai_1200005806 , service job for dressing of 3.5 core x 3_1200005806 , service job for excavation of work cable_1200005806 , supply of 300mm width hot galvanised gi_1200005806 , service job for installation of 300mm wi_1200005806 , supply of 800a 4 pole mccb_1200005806 , supply of mccb enclosure_1200005806 , service job for installation of mccb_1200005806 , supply of 4-pole copper bus-bar junction_1200005806 , service job for installation of 4- pole_1200005806 , supply of 300sq.mm al flat type socket_1200005806 , supply of 150sq.mm al flat type socket_1200005806 , supply of 3.5 core x 300sq.mm double_1200005806 , service job for lt cable end termination_1200005806
Tender For providing supplying and erecting various different electric material for 1 year at grampanchayat(fund) - electric material for 1 year, 11/4" gi pl pipe, 3/4 " gi pl pipe, g.i.pipe 1-2, g.i.pipe 1*1/2"r, 1.5mm polycab 90mtr, 1.5sqmm 3c cu flex wire, 16*4 c alu armd cable, 2.5 mm polycab /syska 90mtrs, 4.0 sq mm service wire heavy, 4 mm polycab 90 mtr, 6 sqmm x 2 c service wire, g.i.wire, wire 16sq mm 4c alu arm, 120w led driver 10amp, led chip 100w, led chip48w, led chip 50w, led driver 100w, led driver 36w, led driver 48w, led driver 60w, led driver 65w, mcb 63am/2p, mcb box 2way, mcb single pole, mcb s.p 40amp, meter box 2*2.5 gi, mnx45 240v contactor, mnx 50 contactor coil, mnx50 contactor l & t, 32amp single pole main switch, 50w led flood light, led flood 100w, led street light s40 30w, 1 x 36 lx pl street light fitting, 2 x 36 w pl alu fitting, led lamp 45w, led pll 18w, led solar street light 40w, led streetlight 36w, led streetlight 50w, 63a kitkat fuse, 63 amps /415 v smtp main switch, 48" ceiling fan, ballast 36/40w destello electronic, battery 12v, busbar 200a/415v, cable tie 100 mm, cable tie 300mm, crement pole clamp, fan 16 wallfan cromton, fan 24 crompton celling, finolex pl 36w cdl pl tube 36w 4 pin, flood light 100w, gic qt timer, hallogen fitting 500w, hallogen lamp 500w, halonix led lamp 09w, halonix led lamp 20w, halonix led lamp 50w, holder porcelain e27, holder pvc 36w pl, led streetlight 36w, led street light 48w, kit kat fuse 16a/415, led batten 20w, led batten 36w, plier 8" taparia, pvc tapes/g 8mtr, rawal plug 25*8, rawal plug 35*8, screw 25*8, screw 35*8, screw 75*8, service insulator, sholder gun, sholder pest, sholder wire, streetlight 1*36 cfl eco, t-5 clip, taparia tester 813 yellow, timer for street light, tourch rechargable, 5meter ms pole, 7meter ms pole, 9meter ms pole, streetlight pole bracket single arm, streetlight pole bracket double arm, streetlight pole bracket junction box, pl tube light 4 pints lamps, 36 w choke pl osaram 4 pins, 36 w led bulb, 18 w led bulb, 15 w led bulb, 40 w led bulb, 2 core service wire 6mm, mnx 50 contactor l&t, coil for mnx 50 l&t, 2 core service wire 4mm, 50 w led bulb threded, panle box gi single dore 1.5*2, panle box gi double dore 2.5*2, 6 amp 5 pin socket, 6 amp switch, fan dimer socket type, board modle 4*4, board modle 8*8, board modle 8*16, 10 mm 4 aluminium armand cable, 3.5 mfd kadser, mcb 32 amp/2p, led flood 250w, pvc pipe 1", wall can, battery 100 amp, main switch 63 amp 3 pole, kit kat fuse 63 amp, kit kat fuse 32 amp, 16 meter ms pole, 30 w led repair, 36 w led repair, 48 w to 50 w led repair, 70 w to 75 w led repair, 100 w led repair, 75 w flood light repair, 100 w flood light repair, 125 w flood light repair, 150 w flood light repair, supplying and erecting m.s. pipe pole b grade 80 mm dia 6 m long with pole cap, base plate in provided foundation as per specification no. oh-pl/gip+b131:b141, making cement concrete foundation including excavation (60 * 60 * 150) cm deep in 1:3:6 cement concrete 20 * 25 mm stone metal, (45 * 45 * 45) * cm / 45 cm dia. x 45 cm height plinth duly plastered, with necessary curing and finishing complete. (above 6 m to 9 m poles), supplying and erecting led street light fitting suitable for above 70w-75 lamp, including lamp, with pf > 0.95 class ip 65 and above housing of pressure die cast alluminium alloy and heat sink extruded alluminium complete per specification no fg-odf/fls, providingt and erectinggalvanised 1000mm single arm sword type bracket with frp dome and ball as per specification no. oh-pl/pbkt, supplying, erecting & making dpmcb 6 a to 32 a in provided distribution board, supplying and erecting mains with 2x 2.5 sq mm frlsh copper pvc insulatedwire laid in prouied candot/trunking/insidepole/busbor or any other place as per specification wg/ma/bw, providing pipe type earthing with 40mm dia. gl pipe or 20mm dia. gi rod complete with all materials, supplying and erecting mains with isi mark
Tender For corrigendum : providing of electric cabling service - the work of excavation & refilling of earth and laying of ht/lt power/control cable and supply and installation of heat shrinkable jointing kits as & when required basis at khep.