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Tender For corrigendum : providing, installation, testing and commissioning of horizontal open well submersible pump set and the allied works at ps rehan mandla in basohli
Tender For annual rate contract for supply of spare parts for bulldozer machine bd 80 of bulldozer garage under ex. eng tr es - disc main clutch of bulldozer , plate main clutch d50/880 beml , element inner air clnr asly bd80 , element outer air clnr asly bd80 , catridge fuel fltr fuelsy 3.5l bd80 , catridge fuelsystem 1l sysb bd80 , catridge oil filter asly lub bd80 , carrier roller asl trackfrm bd 80 , rod track frame bd80 bldzr , sealring assembly final dr sml bd 80 , sealring assembly final dr lrg bd 80 , sprocket wheel final drive bd 80 , universal joint assly bd 80 , idler assy bd 80 , air cleaner assembly of bd 80 , gasket kit eng cyl hd bul bd 80 , grand total
Tender For corrigendum : tender for supply of tushaco make hfo forwarding pump for45t shipp furnaces.pump type: external gearpump model no: r-25-eg cssize: 1.5 inch x 1.5 inchdischarge capacity: 83.33 lpmdischarge pressure: 3.5 kg/cm2working fluid/temperature: heavy fueloil / 120 deg cent.viscosity: 370 cstduty: transfersealing: mechanical sealspeed: 1500 rpmmounting: horizontal foot mountedrecommended drive: direct driverecommended motor: 5 hpnote: pump must be exactly identical &one to one interchangeable with theexisting pumps sl. no. 000284/2851,075093/22469 and 2470.interchangeability certificate to thiseffect shall be furnished along withmaterial supply.make: tushaco only , set of mechanical seal for hfo forwarding pump pump model: r-25eg cs, size: 1.5" x 1.5", pump sl. no.:000284/2851, 075093/2469 & 2470. material code q12q12vgg or seal type 560025c/stellite only make: tushaco only
Tender For supply of flash back arrestor(dry type) for regulator end of acetylene/lpg lines to prev ent flash backs in oxy fuelsystem conforming to en 730/iso 5175-1/is 11006 standards with f lame arrestor(fa) and non return valve(nrv) and thermal cut off valve(tv) working pressu re: 1.5 bar for acetylene/5.0 bar for lpg. end connections g 3/8" lh to en 560/iso 3253 standa rds. make: messer(dgn fuel) or esab(protex ra) or gce(fr-34 r fuel) only. note:1) offers of o ems or their authorised dealers enclosing valid authorised dealership certificate only wil l be considered. 2) the suppliers shall send test certificate from govt. authorised test hou se. in case of international brand, the test certificate from reputed institute like bam, ger many is mandatory. 3) the suppliers should have equipments for testing of flash back arres tors and calibration. the purchaser has the right to inspect these installations. as per spec n. en 730/iso 5175-1/is 11006 . [ warranty period: 30 months after the date of delivery ]
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