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Tender For corrigendum : supply of visual inspection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combing, reinfocement corrosion, delaminated concrete etc, taking photographs and videos to collect evidence of damage to structure., ultrasonic pulse velocity test for rcc structure in accordance with is 13311 part-i 1992 by portable ultrasonic non destructive digital test equipment including chipping out plaster at strategic locations., rebound hammer test: rebound hammer test in accordance with is 13311 part-2 1992 by portable rebound hammer equipment at strategic locations., core test: core cutting and compression test for rcc structure in accordance with is:516 on rcc members. 70 mm core cutting in reinforcement concrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations., reinforcement mapping :- reinforcement mapping test on rcc members to assess covers, spacing of bars including approximate diameter at strategic locations., chemical test for rcc structure in accordance with is 456-2000 using ready made kits and, reagents. sample collected will be from half cell/carbonation powder. (i) determination of ph value. (ii) determination of water soluble sulphates. (iii) determination of water soluble chloride contents at strategic locations., half cell potential test for rcc structure in accordance with astm c876 half cell potential to assess the probability of corrosion of reinforcement at strategic locations., carbonation test for rcc structure in accordance with bs 1881-201-1986 claus 2.22 corbonation test to measure extent of carbonation from the concrete surface at strategic locations., providing & installing standard precision tell- tales for crack monitoring & recording., providing installation 2mm thick glass strip for crack monitoring & recording., carry out excavator at 3 locations to verify size of footing on site., to assess the existing soil at founding depth by taking soil samples and carrying out shear strength test, index properties test, consistency limits & obtain sbc at founding depth geo-tech consultant., to assess the structural condition crack patterns and submit structural inspection report with remedial measures, to provide vetting report from iit mumbai with detailed calculation and drawing further submission to ce office.
Tender For bid to ras corrigendum : supply of anchor shackledeeshacklehw605.14 as per drg no.31200658001 rev01 var.14 having w.l.l.m.t of 85 hwr matl. codew97312006191 , load shackle hw608.08 as per drg. 31209856003 rev.01 hwr matl. codew97312098010 , load shackle m48hw613.05 as per drg.no. 31074056137rev03var.07hwr matl. codew97310740190 , load shackle m36hw630.08 vlbg8000kgm36x140 as per drg.no. 31074056137rev03var.05 hwr matl. codew97310740173 , load shackle m12hw634.26 vlbg1000kgm12x50 as per drg.no.31074056137 rev03var.00 hwr matl. codew97310740122 , load shackle m16hw634.27 as per drg.no.31074056137 rev03var.01 hwr matl. codew97310740130 , load shackle m24hw634.29 vlbg4000kgm24x80 as per drg.no.31074056137rev03var.03 hwr matl. codew97310740157 , swivel eyebolt m36hw635.05as per drg. 31060158001rev02var00 hwr matl. codew97312087035 , swivel eyebolt m42hw635.06as per drg. 31060158001rev02var01 hwr matl. codew97312087043 , load shacklehw635.07 vlbg300kgm8x40 as per drg.no.31074056137rev03var.08 hwr matl. codew97312087019 , load shacklehw635.08 vlbg630kgm10x45 as per drg.no.31074056137rev03var.09 hwr matl. codew97312087027 , lifting ring hw637.05 fully mcd as per drg.no.41200456006 rev.01 hwr matl. codew97312004059 , anchor shackledeeshacklehw639.21 as per drg.no.31200658001rev01var.07 having w.l.l.m.t of 12 hwr matl. codew97312006183 , deeshackle hw658.19.08 having working load limit 2 tons, grade6 as per en13889 alloy steel dshackles with screw pin,wll 2 ton hwr material codew97312027512 , load shackle hw659.08 as per drg. 31204430307 rev.00 hwr matl. codew97312044018 , load shackle m42 var.06 hw630.03 as per drg. 31074056137 rev.02 hwr matl. codew97310740181
Tender For fabrication inspection testing and supply of sandwich type lead stainless steel shielding panels with hinged covers provided for all gb ports and the view window port as per annexure a - fabrication, inspection, testing, and supply of sandwich-type leadstainless steel shielding panels with hinged covers provided for all gb ports and the view window port, as per annexure a.
Tender For corrigendum : supply of deeshackle w45 gr 30 swl 4 ton as per spec aa7248105 , deeshackle having w-18, swl 2 ton as per grade s(6) of is/iso 2415: 2004. , deeshackle w140 gr 30 swl 50 ton as per spec aa7248105
Tender For supply of 27. 50-meter-long studlink chains, 50 mm diameter (gradeu2) , with one d shackle fitted at each end , hot dip galvanised deeshackles, 50 mm diameter, conforming to is-6132 (part-ii) , grade 63. , danforth anchors, 2500 kg each.
Tender For supply and delivery of studlink chains, hot dip galvanised deeshackles and danforth anchors as per the bill of quantities (boq) and technical specification for haldia dock complex