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Tender For supply of (ms channel) hot rolled steelchannel chg 40 to is : 3954 : 1991 (1st revision) and material t o is: 2062 : 2011 (seventh revision), (amendment no.1 nov-2012) of grade designation e250 quality a, in l ength of 5 meter to 7 meter. [ warranty period: 30 months after the date of delivery ]
Tender For supply of erection materials for various projects - coupling mat: astm a105 galvanised to 10/15 microns size: 1/2" nptf/ pr. testing: 800 psi , elbow mat: astm a105 galvanised to 10/15 microns size: 1/2" nptf/ pr. testing: 800 psi , equal tee mat: astm a105 galvanised to 10/15 micronssize: 1/2" nptf/pr. testing: 800 psi , coupling mat: astm a105 galvanised to 10/15 microns size: 1" nptf/ pr. testing: 800 psi , elbow mat: astm a105 galvanised to 10/15 microns size: 1" nptf/pr. testing: 800 psi , equal tee mat: astm a105 galvanised to 10/15 microns size: 1" nptf/pr. testing: 800 psi , reducer mat: astm a105 galvanised to 10/15 microns size: 1" nptf to 1/2" nptf/ pr. testing: 800 psi , unequal tee/mat: astm a105 galvanised to 10/15 microns size: 2 x 1" nptf x 1/2" nptf / pr. testing: 800 psi , three piece union, matl: astm a105/galvanised to 10/15 microns/size: 1" nptf/pressure rating: 800 psi , three piece union, matl: astm a105/galvanised to 10/15 microns/size: 1/2" nptf/pressure rating: 800 psi. , ms channel 100 x 50 x 5 mm web thk/ms channel as per is 2062 gr.a/size. 100 x 50 x 5 mm web thk/running length 5 to 5.5 meters , ms angle 50 x 50 x6 mm is 2062/ms equal angle as per is-2062 gr.a/size:50 x50 x6 mm web thk./running length 5 to 5.5 meters , ms plate 10 mm thick is 2062/ms plate 10mm thick as per is 2062 e 250 , hr sheet 2.5 mm as per is 1079 , gi pipe-1/2" nb heavy grade as per is 1239 standard, threaded ends (1/2" npt) to be protected.running length - 6mtrs , gi pipe-1" nb heavy grade as per is 1239 standard, threaded ends (1" npt) to be protected.running length 6mtrs , gate valve rating:asa 150 lbs body: astm/b62 trim:ss 304 size:1/2nptf." , pipe a106 grb 2" nb sch 40 , u clamp-to suit 1/2" nb pipe with nuts and washers mat: cs, galvanised to 10/15 microns , u clamp-to suit 3/4" nb pipe with nuts and washers cs galvanised to 10/15 microns , u clamp-to suit 1" nb pipe with nuts and washers cs galvanised to 10/15 microns, forged reducer/as per ansi b16.11/material: astm a105/size: od of 1" nb x 1/2" nb-sw/class-3000/length = 100mm , forged coupling/as per ansi b16.11/material: astm a105/size: 1/2" nb-sw/class-3000 , forged expander/as per ansi b16.11/material: astm a105/size: 1/2" nptm to 3/4"nb-sw/class-3000/length = 100mm , forged coupling/as per ansi b16.11/material: astm a105/size: 3/4" nb-sw/class-3000 , forged unequal tee / as per ansi b16.11/matl:astm a105/size:2 x 1/2" nb-sw to 1/2"nptf/cl:3000 , forged unequal tee/as per ansi b16.11/matl:astm a105/size:2 x 3/4" nb-sw to 1/2"nptf/cl:3000 , forged coupling/as per ansi b16.11/material: astm a105/size: 1/2" nb-sw/class-6000 , forged reducer/as per ansi b16.11/material: astm a105/size: od of 1 nb x 1/2" nb-sw/class-, 6000/length = 100mm , forged reducer/as per ansi b16.11/mat: astm a105, size: od of 1" nb x 1/2" nb-sw/class-3000 , forged reducer/as per ansi b16.11/mat: astm a182 f22, size: od of 1" nb x 1/2" nb-sw/class-6000 , forged expander / as per ansi b16.11/mat: astm a105, size: od 22 mm x 3/4" nb sw/class-3000 , condensate pot matl: astm a106 gr.c/astm a105 size: 88.9 x 17.6 mm thk. connection: process -15nb-sw/instr.: 15nb-sw vent-1/2" plug , 3 way valve manifolds material:ss316/size:1/2"nptf pr. testing 3000 psi , 3 way valve manifolds material:s5316/size:1/2"nptf pr. testing 9000 psi , 5 way valve manifolds material:ss316/size:1/2"nptf pr. testing 3000 psi , 2-way manifold valve material:ss316/size: 1/2" npt(f) x 1/2" npt (f) pr. testing 3000 psi , ss316 tube 1/2" od x thickness 2.1mm , male connector (dfdc) material: ss316 siez:1/2"nptm x to suit 1/2" od ss tube , tube fitting double ferrule double compression/mat. s5316/size 1/2" bspf x to suit1/2" od s.s. tube , tube fitting: 55316 tube union 1/2" , nut & tail/ male stud coupling 1/2"npt(m) x m20 x 1.5mm washer, astm a105. , ss stud bolt with nuts (size-m16, length-90 mm) , flexible hose of ss braided on nylon size-1/2" od x 1 mtr. with clamps. both end with adopter of 1/2" npt(f)/material of adopt
Tender For renewal of old steelchannel sleepers with new h-beam sleepers - 855 nos. at various girder bridges in rksn-pdph, pdph-jrli, pdph-byx sections under the jurisdiction of sr.den(south)/ckp.
Tender For corrigendum : supply of steelchannels and hot rolled steel section (in metric tonne) as per is 808 (q3) , steel tubes, tubulars as per is 1239 (q3)
Tender For corrigendum : tender for supply of supply of bulk procurement of elastomeric pads fitted under steelchannel sleeper for ntpc stations - farakka , talcher , mouda , lara , dummy - m7511107019 pad st chn sleeper 25x300x245 r1636 , m7511107019 pad st chn sleeper 25x300x245 r1636 , m7511107019 pad st chn sleeper 25x300x245 r1636 , m7511107019 pad st chn sleeper 25x300x245 r1636 , do not quote
Tender For mr-n- 19-20 pupri-09 - choraut bazar to purandih, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders :-construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., wbm grading 3 (by mechanical means ) :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat (low porosity) :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of panel concrete, plain cement concrete pavement, thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steelchannel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501, kilometre stone :- reinforc
Tender For bid to ras supply of steel chequered plates as per is 3502 (unit - mass) (q3) , ms structural plate as per is 2062 (unit - quantity) (q3) , steelchannels and hot rolled steel section (in metric tonne) as per is 808 (q3)