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Tender For supply of items for a k laya grama - mixer (concrete) 1 cum capacity for bgm, rubble stones for bgm, quarry spalls for bgm, supply of broken stone aggregates 12mm to 10mm size for bgm, broken stone aggregate 20 mm size for bgm, sand for bgm, cement for bgm, casurina poles 100 to 150 mm for bgm, removing scaffolding, transportation for bgm, water tanker for bgm, gravel 2.36 mm or murrum for bgm, plastic emulsion paint for bgm, welding and grinding machine for bgm, mechanic class ii or mechanic for bgm, welder grade i for bgm, cast iron spike for bgm, supply of 40 by 6mm mild steelplates for bgm, supply of 16 by 16mm mild steel square rod for bgm, supply of 36mm by 6mm mild steelplates for bgm, supply of 50mm dia mild steel hollow pipes for bgm, painter class i for bgm, distemper primer for bgm, solid concrete blocks (40 by 15 by 20 cms) 4.00 n per sqmm, plasticizer or super plasticizer for bgm, tmt bars fe 500 for bgm, stone chistler class ii for bgm, mason class ii (with tools) for bgm, mason class i (with tools) for bgm, boulders for bgm, bond stone 20 by 20 by 45 cm , size stone 20 by 20 by 25 cms for bgm
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, steelplates 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 corrigendum : supply of various carbon steelplates at ahp-kltps - store code: 8101202464 plate carbon steel is-2062, gr e 250a 2011, thickness 10 mm, store code: 8101202469 plate carbon steel aisi-1010, gr e250a 2011, thickness 6mm