Providing 160mm PVC main and sandy of submersible motor centrifugal at Nehru nagar main road in ward 70

Amount

EarthworkexcavationforfoundationinHardstiffclay,stiffblackcotton,hardredearth,shalesmurram,gravel,stoneyearthandearthmixedwithsmallsizebouldersSS.20BandSand,siltorotherloosesoil,wetsand,orsiltnotunderwater,lightblackcottonsoil,sandyloamordinarysoilandtofulldepthasmaybedirectedexceptinhardrockrequiringblastinginclusiveofshoringshutteringandbalingoutwaterandcleaningandlevellingthesiteetc.,complete10cum Building Data P.No:25

Supply of Ductile Iron Class PN10 Flanged pipes as per IS 8329 / 2000 150mm dia. 4 m length of pipes Twad P-51

Manufacture, Supply and Delivery of DI D/F Slanted seat Swing Check Valve. Body of ductile cast iron GGG 40/45/50 or equivalent grade and disc of ductile cast iron GGG 40/45/50 with fully encapsulated EPDM rubber, where both faces can be used. Electrostatic epoxy powder/ liquid coating (EP-P) inside and outside color blue RAL5005 with minimum coating thickness of 250 microns. The EPDM rubber and Epoxy powder should be approved by W 270. (EP-P) it is a resi coat powder approved for drinking water application, applied through fusion bonding process by dipping the shot-blasted casted components heated upto 200 deg C). Face to face dimensions as per EN558-1, series 48 and flange connections as per EN 1092-2 / IS 1538. 150mm dia. DI Non Return valve Twad P-72

Supply and delivery of DI D/F Gate valves (soft seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG 40/45/50, or equivalent grade wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protectionon the shaft and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimensions as EPR BS 5163 - 89/ ISI 14846 - 2000/ DIN 3202 F 4. All the valves should be with electrostatic powder COATING BOTH INSIDE AND OUTSIDE WITH POCKET LESS STRAIGHT THRO' BODY PASSAGE. aLL THE VALVES ARE TO BE COMPATIBLE FOR BURRIED APPLICATION WITH PRESSURE RATING pn 10/16.150mm dia. DI D/F Gate Valves Twad P-75

Supply and delivery of 22.0 Submersible centrifugal sewag non -clog pumps Twad P-134 above 10m upto 15m head Discharge 100 to 200 M3/hour

UN PLASTICIZED PVC PIPES FOR PORTABLE WATER SUPPLY AS PER IS 16647/2017 Twad P-28 160mm dia.

Laying and jointing PVC slitted pipes in the inflitration gallery excluding cost of pipes but including charges for special tools and plants etc.. Complete such as air compressor and helmet Twad P-236 160mm dia.

Refilling the trench with excavated earth in layer 25cm thick well rammed including watering consolidation etc., complete TWAD P No:268

Providing and laying ,spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM ) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. Road Data P.No:15

Supplying and filling in foundation and basement with Quarry Dust in layers of 15cm thick well rammed and consolidation including watering complying with std. specification . Building Data P.No:27

Plain Cement Concrete 1:4:8(one cement five four Sand and Eight aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification Building Data P.No:40

Brick work in cm 1:5 (one cement five sand ) using 2nd class bricks in G.F Building Data P.No:40

Plastering with c.m 1:3 (One Cement three sand) 20mm thick. Building Data P.No:45

Plastering with c.m 1:5 (One Cement three sand) 12mm thick. Building Data P.No:46

Supply and delivery of PVC insulated and sheathed 4 sq.m copper cable conforming to IS 694/1990 suitable for submersible pump set.. TWAD DATA P.NO:214

Labour charges for over head wiring from EB pole to pump room by fixing 32mm dia GI pipe to the required height over roof slap of pump room ads directed by EB authorities including fixing copper wire in four layers and inslulated with proper reels wire required MS clampset supp delivery and fixing of all materials such as bore well cover clamp set U kondi 7/20GI wire insulated reels 24 18 TW meter board 10x4 aorial board PVC Tape roll copperd earth plate GI bolt and nut with washer nutral linkPVC insulted copper wire (7/20 wire up to 10 HPm 7/16 wire above 10hp)1”PVC hose pipe 1” PVC clamp 25mm PVC encacing pipe 332AMPS fuse carroar 6no 10HP and 60 amps fuse carrier.

ConstructionofRCCmachineholeusingsulphateresistantcementwithM30designmixconcreteusingCrushedstonesand(Msand)includingearthworkexcavationasperSS20B,providingpointedgetowellkerbusingISA150x75x10mmweighingat16.9kg/m,sinkingwellkerbbelow2mfromG.L.orbyopenexcavationforvariousdepthaspersiteconditionwithM30mixforsidewall,raftandroofslab,includingcostofsteelreinforcement,includingbailingandpumpingoutwater,formwork,pluggingthebottomwithPCC1:3:6using40mmhardbrokengranitejelly,layingplaincementconcrete1:3:6using12mmto20mmhardbrokengranitejellyforfixingframe,fixingFRCmachineholecoverandframe,providingCIsteps,,benchingandchannellingincludingrefillingthetrencheswithexcavatedearthanddisposalofearthetc.Includingtestingthemachineholewithwaterfor48hourstocheckwatertightnessandrectifyingthedefectsifanycompleteforthefollowing size of machineholes.

Add GST 18%

CLASSIC ENGINEERING (BID ID -1200305)