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Tender For corrigendum : renovation of p.s. building backside courtyard, officers toilet, ladies toilet, p.s. building window easing, common toilet block converted to ladies toilet(only one unit), home guardbarrack door, widow and painting work, vacated land fencing beside
Tender For repair and restoration of type v residential building at chilgari - wall painting (one coat) with plastic emulsion paint of approved brand and manufacture on decorated wall surface to give an even shade including thoroughly brushing the surface clean of all dirt grease,loose pieces of scale and sand papered smooth. complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., painting one coat (excluding priming coat) on previously painted wood and wood based surface with ready mixed paint brushing to give an even shade including cleaning of all dirts,dust and other foreign matter sand papering and stopping with ready mixed paint other than white complete in all respect as per direction and to the entire satisfaction of engineer-in-charge within all leads and lifts., painting one coat (excluding priming coat ) on previously painted steel & other metal surfaces with readymixed paint, brushing oil, grease to give an even shade including cleaning the surface of all dirt,dust and other foreign matter:- with readymixed paint other than whiten complete in all respect as per direction and to the entire satisfaction of engineer-in-charge within all leads and lifts., finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on decorated wall surfaces (one coat) to give an even shade after thoroughly brushing the surface to remove all dirt,loose or softened paint. complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., providing and fixing panelled,glazed or panelled and glazed shutters for doors, windows and clere storey windows including black enamelled iron but hings with necessary screws 40mm thick in 1st class deodar wood. complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., providing and fixing wire gauge shutters using galvanised m.s. wire gauge of i.s. gauge designation 85g. with wire of dia 0.56mm for doors, windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screw 40mm thick (1st class deodar wood). complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., providing steel work welded in built up section trusses and framed work including cuttint, hosting fixing in position and applying a priming coat of red lead paint in grating framed guards bars, ladders, railing brackets and similar works .complete in all respect as per the direction and to the entire satisfaction of the engineer-in-charge., clearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of grith upto 30 cm. measured at a height of 1 metre above ground and removal of rubbish upto a distance of 20 metres outside the periphery of the area cleared. complete in all respects as per direction and to the entire satisfaction of engineer-in-charge witnin all leads and lifts., brick work using common burnt clay building bricks in foundation & plinth in cement mortar 1:6 ( 1 cement : 6 sand ) ist class bricks. complete in all respect as per direction and to the entire satisfaction of engineer-in-charge within all leads and lifts.
Tender For tender for supply of steel fittings lot 14 for frigate gsl yard nos 1258 and 1259 - union elbow with cylindrical thread design option 1 dn50 , straight long coupling with cylindrical thread option 2 dn50 , straight long coupling with cylindrical thread dn20 , corrosion resistant steel straight equal union tee with outer thread type1 dn20 pn160 , steel track welded piece for pipes and fittings flanges with copper bushing dn25 pn25 , steel track welded piece for pipes and fittings flanges with copper bushing dn125 pn10 , steel track welded piece for pipes and fittings flanges with copper bushing dn65 pn1 0 , steels special welded piece for union bulkhead socket dn10 , steels special welded piece for union bulkhead socket dn15 , steels special welded piece for union bulkhead socket dn20 , steels special welded piece for union bulkhead socket dn25 , steels special welded piece for union bulkhead socket dn32 , steel welded bulkhead straight socket from pipe for water & gas conveyance dn50 pn10 ll70 , corrosion resistant steel adapter butt welded pipe flange with dowel dn40x32 pn65 , corrosion resistant steel intermediate butt union m27x1.5-6g , corrosion resistant steel intermediate butt union m39x2-6g , half socket for pipe dn25 pn16 , half socket for pipe dn40 p n16 , half socket for pipe dn65 , stainless steel special union connection dn10 pn200 , tee wrench for deck socket shanks of valve rod gearings , tee wrench for deck socket shanks of valve rod gearings , tee wrench with flat end fill & sounding deck socket dn40 , 50 , spanner wrench , plate , ms flange for flared cu-ni pipe dn40 pn10 , ms flange for flared cu-ni pipe dn50 pn10 , ms flange for flared cu-ni pipe dn65 pn10 , ms flange for flared cu-ni pipe dn100pn10 , loose pipe flange on welded steel ring dn32 pn16 , loose pipe flange on welded steel ring dn65 pn10 , loose pipe flange on welded steel ring dn80 pn10 , loose pipe flange on welded steel ring dn100 pn1 0 , coupling joint with pipe thread dn10 pn10 , shackle , doc. no. e-ta-363524.041g , plank , figure 1 , grounding plate
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