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Tender For state scheme(nabard)/25-26/kishanganj-2/01 - construction of rcc h.l. bridge in malgachh to lat at ch.-0.600 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, 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 reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical sp
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 corrigendum : procurement of gasket and rubber kit - a gasket water inlet to block , b gasket pump support to block , c gasket valve lever casing to cyl head , d dresser coupling gasket2 point 1by2 , e o ring for fuel pumping , f o ring expressor lube oil pump , g gasket water jumper pipe bottom , h armoured gasket without steel , i armoured gasket , j a9 rubber valve rubber kit , k sa9 independent brake valve rubber kit , l c2 relay valve rubber kit , m gasket for cylinder liner , n dressor gasket 2 , o armoured gasket 2point5 , p gormet for fip supporty cover , q gasket tappet cover casing valve lever , r gasket water pipe to water collector , s gasket phasing plate , t gasket fuel primary and secondary , u gasket lube oil strainer cover , v gasket lube oil strainer cover , w water jumper top gasket , x rubber roller , y gormet push rod sleeve , z gasket base cover to genrator end , aa seal o ring , ab gasket pipe to pump and lube oil cooler , ac gasket regulatingvalve to base , ad gasket body to spring housing , ae gasket pipe to strainer , af gasket cover to housing , ag gasket pump to plate and base , ah gasket shim to housing and cyl head , ai gasket , aj gasket support to base left side , ak gasket support to base right side , al gasket coupling , am gasket valve to pipe , an gasket at pipe and below connectors , ao gasket fan drive to support , ap gasket fitting to fan drive , aq gasket elbow to after cooler , ar gasket air elbow turbo , as gasket housing to support , at gasket cylinder block to turbo support , au gasket cylinder block to gear casing free end lower , av gasket armoured , aw gasket armoured , ax gasket armoured , ay gasket water connector , az gasket fuel oil pump face plate , aaa gasket flex coupling 3 , aab victaulic gasket 3 , aac gasket for bearing housing tacho gen
Tender For supply of axle box housing with fully welded horn face and side liner for wap-1 and wap-4 locomotiv e as per nei drg. no:x-122 or fag. drg. no:901-26-102.and spring seat collar height to be maintained 17mm as per rdso m.s.mp.mod.vi.01.03.05.[rev:00 ]
Tender For supply of spares for maintenance of ihc holland dredge - locking ring duo - cone seal 431, 5767372 , locking ring duo - cone seal 432, 5767373 , liquidyne groove bush- steel-wa160-l 95mm-cw-id 126mm, 110024916 , threaded liner shaft sleeve pn.227, 57040957 , spacer pos 605, 50402653 , liquidyne lip seal, wa 600, pos 228, 02232160 , liquidyne spring seal for -wav160 part no- 02232164 , slotted head screw pos no 109, m6x10 pt no.00278045 , hex head bolt pos.no 121 pt no.00142858 m16x55mm, 00142.858 , washer pos no 124, 55089111 , throttle plate pos.no 144, wa160, 57005985 , hex. head screw pos.no 131 pt no.00141854 m16 45m , hex head socket screw pos.no 136 pt no.00252734 m12 40mm , o ring pos.no.126, d 13mm,l 2375 , o ring pos.no.127 pt.no l 1081,d 6mm , liquidyne pos.no 220 , o ring pos.no.625 d 6mm,l 970, 20851.379 , o ring pos.no.685 d 6mm, l 417, 20851.379 , o ring pos.no.686 d 3mm, 20851.376 , spud dia 559-2860100 , pump wear plate shaft side part no -112, 5903880, 57010961 , suction shaft side cover part no - 111, 50402359 , pump wear plate suction side part no - 113, 57010961 , nozzle liner part no -163, dz 350 200 mm, 57012.007, 57012137 , shaft cover part no - 150, 50401048 , hydraulic cylinder sa- 110by90degree2100 , bend 45 deg sl1, 380 dia , straight pipe sl2, 380 dia , bend 45 deg sl3, 380 dia , bend 45 deg s1, 380 dia , straight pipe s2, 380 dia , s3- bend 33.5 s3, 380 dia , stand pipe spbyep2, drn no. 2724100 , 90 deg spbyep2 d1 , bend 45 d4 , straight pipe d5 , bend 45 d6 , replacement pipe d7 , compensator rubber 80mm dia , oil water cooler for ambuja dredge p.20.2pl 600 mv , seal duo - cone, mechanical face seal, goetze-76.90 , coupling saec 12by24db z 14 inc.seals fitted between gear box and hyd pump , main pump bearing assembly with pedstal part no - 699, 100405357 , thrust ring pt no.110 pt no.57005997 , bonded seal dowty ring pos no 122 pt no. 02176032, d 51.70 , bonded seal dowty ring pos n 123 pt no.02176017, d 19.65 , bucket wheel cutter part no - bw 2410 pt no.301, 5246883 , pump casing part no -103, dn.50402346,an.57008969 , pump impleller 75-25-35 3bl wa 160 part no -105, 57015975 , suction mouth suction line part no -dn.50402204, pos 100 , sleeve pos 615,57032111