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Tender For providing services for repairing and maintenance of gun metal liner of bearing housing of mill roller at hbl integrated plant at sugauli, east champaran, bihar.
Tender For supply of sleeve salvage liner,valve intake,valve exhaust,bushing,set of piston ring,bearing set r si,bearing set rs iii,fip over hauling,labour charge
Tender For supply of ring set ew 24,head gasket ew 24,rubber ring ew 24,oil filter ew 24,diesel filter ew 24,repair of self starter ew 24,repair of self starter 15 kva,main bearing ew 24,piston ha ew 24,liner ha ew 24,rocker arms ew 24,head valve ew 24,head sealing ew 24
Tender For supply of amp meter , carbon bush 5.56 kva genr set , cr bearing , cyl head gasket , fan belt , frequency meter , fuel fitler assy , fuel pipe , liner assy , o ring kit , piston assy , piston ring set , pressure pipe , valve set , volt meter 96mm , sheet cellular 10mm , plywood gen purpose , leather cloth green
Tender For corrigendum : supply of spares for esp system of unit#1 to 4, ctpp, chhabra for fy. 2025-26 - inner arm assembly for cerm & eerm consistsi)inner arm half-2 nos.ii)hex bolt m16x90-1 nos.(half threaded, grade 4.6) iii) hex bolt m16x40-1 nos.(half threaded, grade 4.6) iv) hex nuts m16-2 nos.( grade 4.6) (moc en-08 for flats ) as per drawing / sample, outer arm for cerm (total weight 8kg+/-2.5-5%)i)roller wheel- 1 no.ii) arm- 2 nos.(10 mm thick flat)iii)washer- 2 nos.(45x28x3 mm)iv)pin - 2 nos.(l114xdia25mm round bar) as per drawing / sample*moc en-08 for roller wheel & pin and ms for arms & washers, sleeve bearing bracket assy. consistsi)sleeve bearing/ci liner (in two halves),c.i.fg-210 - 2nos.ii)ht hex nut+ bolt m12x50- 2nos.iii)ms strip (40x40x10)- 4 nos.iv)weld type - 6 (moc for liner set is as per is-210 fg-210) as per drawing / sample, set ring (material en-08)id-50+/-0.5mm , od-75.0m, height-18.00mm grub screw,m10x15 mm-2nos., grip coupling for eerm (moc en-08 for flat) consistsgrub screw m10x25 mm -1 no.as per drawing / sample, shaft sleeve 50 mm (en-24)inner dia -50+/- 0.5 mmouter dia-70+/- 0.5 mmlength- 130+/-1 mm thickness-10 mm,, shaft sleeve 40.5 mm (en-24)inner dia -40+/- 0.5 mmouter dia-50+/- 0.5 mmlength- 120+/-1 mm thickness-5 mm, plain bearing assembly for rapping mechanism consistsi)lower half -01(is-210-fg 200)ii) upper half -01 01(is-210-fg 200)iii)hex bolt m16x120 mm-02 nos (4.6 grade half threded)iv)hex nut m16 -02 nos.( 4.6 grade)*casting must be free of all kinds of casting defects., top sleeve for emmiting shaft dia.40 mm (material en-8), end shaft for cermdia 50mmlenth : 790mmhole dia 17mmmaterial : en-8 as per drawing / sample, gd screen material as per is 513,crca sheet 2.5mm (as per drawing),material of hook ms, 4.00mm thick, emitting rapping shaft i, emitting rapping shaft ii, emitting rapping shaft iii, c.i. liner in two halves (moc as per is 210 fg 210), shock bar guide angle, u-guide/clamp for collecting electrodes, material - cold rolled ms sheet is 513, 2.50 mm thick or as per drawing/sample, screen tube for emmitting drives of esp, material - ms sheet 5.00 mm thick or as per drawing/sample, item should be painted with red oxide inner/outer side
Tender For mgsy/25-26/siwan-1 /01 - high level bridge across river on const. of rcc hl bridge with approach road over sona river between pakri makriyar to chhotka manjha in block - siwan sadar , rwd division siwan-1 , district - siwan , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, 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 existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & 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 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 hieght, providing rcc m-30 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 beyond 5 m and upto 10m 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 fu