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Tender For surface protection by metallizing & painting of steelgirderbridges to prevent from corrosion of br. no. rob 239-a, rob-5-a, 291up&dn, 232up&dn,233up&dn,153,154,175,102,179,rob 245-a, 220,228,229,230,243,180,rob 297-b,rub-238,346,57-a&b,251up,294up,316,313up&dn,325up&dn,rob 193-a,252,139,188,219,242 and 1307up&dn etc. of umb division.
Tender For construction of concrete drain with slab and sockpit from mondalpara to dhalai bridge at hasanpur under sonarpur-ii gp under 15th fc tied sanitation. activity id. 89219487
Tender For manufacture and supply of pre-stressed mono block concrete sleepers (pre-tensioned ty pe) for broad gauge (1673 mm) conforming to as per rdso drg.no. t- 8971 to t-8978 alt-1 and part drawing thereof to suite 60 kg (uic rail) for bridge approach sleeper sets and as per irs specification t-39 (6th revision- march 2021) both as amended up to date. (one set consists of 03 nos. of psc slee pers conforming to rdso drg. no.t-8970 and one psc sleeper each conforming to rdso drg. no. t-8 971 to t-8978 i.e. total of 3+8=11 nos) [ warranty period: 60 months after the date of delivery ]
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 (steel channel, 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 (a) regirdering of existing steelgirder by new 25 mt loading standard steelgirder on br no. 08 (4x12.20m) ror and strengthening, metalizing and greasing of steelgirderbridges of ntpc siding dadri of prayagraj division.(b) regirdering of approach spans (1x9.15m) up line and (1x9.15m) dn line of br. no. 30 (yamuna) between pryj-nyn section of prayagraj division.
Tender For construction of retaining wall thalavoorkonam pattupurakkal ela construction of concrete drain thalavoorkonam pattupurakkal ela construction of tractor bridge 4 nos thalavoorkonam pattupurakkal ela construction of ramp 2 thalavoorkonam