Tender For bid to ras bid to ras supply of copper alloy gate valve for waterworks purpose (v2) conforming to is 778 (q3) , copper alloy taps/stop valves (v2) conforming to is 8931 (q3) , plastic bib taps, pillar taps, angle valves & stop valves for hot & cold water services conforming to is 9763 (q3) , health faucet (q3) , stainless steel shelf rack (q3) , bathroom water shower (v2) (q3) , tower bolts (non-ferrous metals) v2 as per is 204 (q2) , ball valve high pressure of ptmt with epoxy sleeve and iron pipe of 25 mm , ball valve high pressure of ptmt with epoxy sleeve and iron pipe of 20 mm bore , ball valve high pressure of ptmt with epoxy sleeve and iron pipe of 15 mm bore , gi pipe 20mm , ball cock with rod and ball 20mm float valve , ball cock with rod and ball 25mm float valve , casing caping pvc 20mm , casing caping pvc 25mm , gi elbow reducer 40x15mm , gi elbow reducer 50x20mm , gi nipple barrel 25x50mm long , gi plug 50mm , gi socket 25mm , gi socket 40mm , gi socket 50mm , gi tee 25mm , gi tee 50mm , gi tee reducer 50x25mm , gi union 40mm , gi union 80mm , butt hinges 125mm, aluminium alloy, anodise , butt hinges 75mm, aluminium alloy, anodise , curtain rod 3 mtr length 25mm dia , curtain rod bracket and end caps , ewc seat cover plastic with fitting , floor door stopper 100mm, aluminium alloy, anodised , floor door stopper 75mm, aluminium alloy body, anodised , flush pipe for pvc low level cistern , flushing cistem 10 ltrs low level pvc , gi wiremesh of standard width each roll 15 mtrs , glass 3mm , glass 4mm , hydraulic door closer , kitchen sinks ss 1mm thick size 915mm x 460mm bowl size 410mm x 330mm x 160mm , ready mix plaster 40 kg bag , soap dish chromium plated , toilet paper holder of chromium plated , toilet seat box rim type european pattern 1 s trap , toilet seat open rim type european pattern 1 p trap , towel rack chromium plated , towel rail 600mm long of chromium plated , waste fitting 32mm for wash basin chromium plated , white cement , door seal , plywood 7feet x 3feet x 12mm //bid details2 / 65
Tender For 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.