Baghpat Cooperative Sugar Mills Limited - Uttar Pradesh

37947308 supply of pure nickel screens for year 2023 24 , n.h.e.c. make nk 1100 / 30 ( 0.09mm x 1.68mm x 0.25mm ) , n.h.e.c. make nk 1100 / 30 ( 0.06mm x 1.66mm x 0.27mm ) , n.h.e.c. make nk 1100 / 30 ( 0.05mm x 2.20mm x 0.28mm ) , n.h.e.c. make nk 1100 / 30 ( 0.04mm x 2.18mm x 0.28mm ) , n.h.e.cmake nk 1503 / 30 ( 0.09mm x 2.30mm x 0.26mm ) , n.h.e.cmake nk 1503 / 30 ( 0.06mm x 2.20mm x 0.27mm ) , n.h.e.cmake nk 1503 / 30 ( 0.05mm x 2.20mm x 0.28mm ) , n.h.e.cmake nk 1503 / 30 ( 0.04mm x 2.18mm x 0.26mm ) , walchnad make wk 1500 / 30 ( 0.09mm x 2.30mm x 0.26mm ) , walchnad make wk 1500 / 30 ( 0.06mm x 2.20mm x 0.27mm ) , walchnad make wk 1500 / 30 ( 0.05mm x 2.20mm x 0.28mm ) , walchnad make wk 1500 / 30 ( 0.04mm x 2.18mm x 0.26mm ) , kcp make kcp 1350 / 30 ( mordified ) ( 0.05mm x 2.30mm x 0.28mm ( mordified ) ) , bottom strip for continuous centrifugal machine ( bottom strips kcp 1350 / 300 size 0.05mm ) , bottom strip for continuous centrifugal machine ( bottom strips nk 1100 / 300size 0.05mm ) , bottom strip for continuous centrifugal machine ( bottom strips nk 1100 / 300size 0.06mm ) , bottom strip for continuous centrifugal machine ( bottom strips wk 1500 / 300size 0.05mm ) , bottom strip for continuous centrifugal machine ( bottom strips nk 1503 / 300 size 0.06mm ) , dsm screen ( s.s. wedge wire dsm screen, moc, ss 304 width along the slit, 2100mm lenth along with curvature: 1620mm, split opning 0.7mm ) ...

Baghpat Cooperative Sugar Mills Limited - Uttar Pradesh

37947009 supply of v belts for year 2023 24 , v belt , v belt conforming to is 2494 1974 & bs: 3790 1981 in polyester cord with synthetic fabric jacket impregranted with neoprene compound. (endura/dunlop/hi tech/fanner make) , wedge belt (spb belt). (endura/dunlop/hi tech/fanner make)...

Uttar Pradesh Jal Nigam - Uttar Pradesh

37893979 tender for works of sharma smarak zps nagar nigam meerut under deposit programme 2 supply of clear water vertical turbine ( v.t. ) pumping plant capable of 4000 lpm discharge, 41 mtr. head , 1470 rpm with column assembly suitable for sump depth of 10.67 mtr. ( 35 feet ) with minimum water level around 1.0 mtr. ( note discharge & head are tentative and may vary as per actual site condition. ) 3 supply of electric motor a.c. three phase suitable for above pump. 4 ats starter push button with panel suitbable for operation on 415v ±6% , 3 phase, 50 hz, ac supply with olpd & scpd compatible to above motor. 5 supply of manually operated cidf sluice valve with gear box having rating of pn 1.0 fg200 grade having body, bonnet, wedge, dome, gland & thrust plate etc. in cast iron and spindle nut , seat ring in ltb 2 grade with ss410 spindle of rising type of size 200 mm. dia. 6 cidf double flanged single / multi door swing check valves pn 1.0 fg200 grade having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces, diaphragm plate and door , sub pins and shall be of size 200 mm. dia. 7 ci dismantling joints of size 200 mm. dia. 8 supply of pressure gauge ( 0 6 kg / cm2 ) with stop cock and s.s.tubing. 9 c.i. pipes & specials. 10 supply ofgalvanized nut bolt ss 304 and rubber packing material for erection of above. 11 supply of 1100v copper conductor cable size 2x3cx25 sq mm. or higher suitable size for motor . 12 complete cabling of starter with lt panel and motor terminal with required material and labour etc. complete. 13 supply & fixing of switchgear material or equipments of suitable capacity such as mccb, apr, overvoltage undervoltage relay, o / c relay with all necessary protection & measuring devices and ancillaries provided inside existing panel. 14 earthing of above pumpset complete 15 earthing of above starter panel etc. complete 16 miscellaneous works required such as levelling of floor prior to panel installation, sheet metal fabrication works, rubber matting, restoration of busbar etc. 17 installation, testing & commissioning of all above equipments complete in all respect. 18 z.p.s building having dimension around 16m. x 8m. x 10m. ( a ) side walls along length =2 nos.x16mx10m = 320 m2 ( b ) opposite walls along breadth =2 nos.x8mx10m = 160 m2 c ) . roof top= 1x 16mx 8m. = 128 m2total covered area inside and outside= 2x ( a+b+c ) = 1216 m2 19 removing paint or varnishing with paint remover or caustic soda ( 1248 ) 20 painting roof or other walls in larger area ( 1235 ) 21 another coat after first coat ( 1236 ) 22 panel room building having dimension around 10m. x 8m. x 6m. ( a ) side walls along length =2 nos.x10mx6m = 120m2 ( b ) opposite walls along breadth =2 nos.x8mx6m = 96 m2c ) . roof top= 1x 10mx8m = 80 m2total covered area inside and outside= 2x ( a+b+c ) = 592 m2 23 removing paint or varnishing with paint remover or caustic soda ( 1248 ) 24 painting roof or other walls in larger area ( 1235 ) 25 another coat after first coat ( 1236 ) ...

North Central Railway - Uttar Pradesh

37882399 supply of electro magnetic contactor wedge, used in electric locomotives. material galvenised mild steel, total part of wedge assembly 04 ( one pair of nut bolt & two strips ) , approximate weight 180 gram. drawing & specification attached [ warranty period: 12 months after the date of delivery ] => limited...

Kisan Co-Oprative Sugar Mills Ltd - Uttar Pradesh

37875461 tender for co brass / copper liner & wire netting industrial oxygen gas, v belt / wedge belt, packing jointing, c.i. sluice valve / n. r. v.p.v.c. dismantling / fabrication / erection work of cable, boilers / big house instrument repair / amc, boiler tubes...

North Eastern Railways - Uttar Pradesh

37870408 supply of set of probes as per annexure suitable for ultrasonic flaw detector of modsonic make arya i ( r ) ( 1 ) 17.5 degree low angle perspex wedge suitable for 20 mm dia normal single crystal probe=05 nos. ( 2 ) 15 degree low angle perspex wedge suitable for 20 mm dia normal single crystal probe = 05 nos. ( 3 ) 10 degree low angle perspex wedge suitable for 20 mm dia normal single crystal probe = 04 nos. ( 4 ) 17.5 degree low angle perspex wedge suitable for 15 mm dia normal single crystal probe = 02 nos. ( 5 ) 15 degree low angle perspex wedge suitable for 15 mm dia normal single crystal probe = 02 nos. ( 6 ) 10 degree low angle perspex wedge suitable for 15 mm dia normal single crystal probe =02nos. ( 7 ) normal single crystal probe, 2.5 mhz , size 15 mm dia = 04 nos. ( 8 ) normal single crystal probe, 1.25 mhz , size 15 mm dia [ warranty period: 30 months after the date of delivery ] ...

North Eastern Railways - Uttar Pradesh

37869004 supply of set of probes suitable for ultrasonic flaw detector of eeci make ds 333 ( 1 ) normal single crystal probe, 2.5 mhz , size 20 mm dia. =06 nos. ( 2 ) 17.5 degree low angle perspex wedge suitable for 20 mm dia normal single crystal probe = 05 nos. ( 3 ) 15 degree low angle perspex wedge suitable for 20 mm dia normal single crystal probe = 05 nos. ( 4 ) 10 degree low angle perspex wedge suitable for 20 mm dia normal single crystal probe = 04 nos. ( 5 ) normal single crystal probe, 2.5 mhz , size 15 mm dia = 04 nos. ( 6 ) 17.5 degree low angle perspex wedge suitable for 15 mm dia normal single crystal probe = 02nos. ( 7 ) 15 degree low angle perspex wedge suitable for 15 mm dia normal single crystal probe = 02 nos. ( 8 ) 10 degree low angle perspex wedge suitable for 15 mm dia normal single crystal probe = 02 nos. ( 9 ) normal single crystal probe, 1.25 mhz , size 20 mm dia = 02 nos. [ warranty period: 30 months after the date of delivery ] ...

Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited - Uttar Pradesh

37801982 procurement of gland packing, jointing sheet and rubber gasket for emcd xiv ( ash handling plant ) of 1x660mw, extn ii, htps, kasimpur , supply of champion style 1100 or equivalent lubricated and graphite cover on cover braided asbestos gland packing non metallic to withstand temp.325 deg. cent.to confirm is 4687 / 1995 type ii ( in kg. ) size 10 sq.mm. , supply of champion style 1100 or equivalent lubricated and graphite cover on cover braided asbestos gland packing non metallic to withstand temp.325 deg. cent.to confirm is 4687 / 1995 type ii ( in kg. ) size 12 sq.mm. , supply of champion style 1100 or equivalent lubricated and graphite cover on cover braided asbestos gland packing non metallic to withstand temp.325 deg. cent.to confirm is 4687 / 1995 type ii ( in kg. ) size 16 sq.mm. , supply of champion style 1100 or equivalent lubricated and graphite cover on cover braided asbestos gland packing non metallic to withstand temp.325 deg. cent.to confirm is 4687 / 1995 type ii ( in kg. ) size 20 sq.mm. , supply of champion style 1100 or equivalent lubricated and graphite cover on cover braided asbestos gland packing non metallic to withstand temp.325 deg. cent.to confirm is 4687 / 1995 type ii ( in kg. ) size 25 sq.mm. , supply of champion style 1900 or equivalent high asbestos content and high purity chrisotile asbestos plated gland packing to withstand temp. 515 deg.centigrade to confirm is 4687 / 1980 type 1, size: 8sq.mm. , supply of champion style 1900 or equivalent high asbestos content and high purity chrisotile asbestos plated gland packing to withstand temp. 515 deg.centigrade to confirm is 4687 / 1980 type 1, size: 10sq.mm. , supply of champion style 1900 or equivalent high asbestos content and high purity chrisotile asbestos plated gland packing to withstand temp. 515 deg.centigrade to confirm is 4687 / 1980 type 1, size: 12sq.mm. , supply of champion style 1900 or equivalent high asbestos content and high purity chrisotile asbestos plated gland packing to withstand temp. 515 deg.centigrade to confirm is 4687 / 1980 type 1, size: 16sq.mm. , supply of champion style 54 or equivalent super non metallic comressed asbestos fibre jointing sheet to withstand temp. 550 deg cent. and press. 150 kg / sq.cm to confirm is 2712 / 1998, grade w / i, standard size 2000 mm x 1500 mm + 10 %, size: 5mm , supply of champion style 54 or equivalent super non metallic comressed asbestos fibre jointing sheet to withstand temp. 550 deg cent. and press. 150 kg / sq.cm to confirm is 2712 / 1998, grade w / i, standard size 2000 mm x 1500 mm + 10 %, size: 3mm , supply of champion style 54 or equivalent super non metallic comressed asbestos fibre jointing sheet to withstand temp. 550 deg cent. and press. 150 kg / sq.cm to confirm is 2712 / 1998, grade w / i, standard size 2000 mm x 1500 mm + 10 %, size: 2mm , supply of champion style 54 or equivalent super non metallic comressed asbestos fibre jointing sheet to withstand temp. 550 deg cent. and press. 150 kg / sq.cm to confirm is 2712 / 1998, grade w / i, standard size 2000 mm x 1500 mm + 10 %, size: 1mm , supply of champion style 54 or equivalent super non metallic comressed asbestos fibre jointing sheet to withstand temp. 550 deg cent. and press. 150 kg / sq.cm to confirm is 2712 / 1998, grade w / i, standard size 2000 mm x 1500 mm + 10 %, size: 0.5mm , rubber gasket for 200 nb pipe sleeve joint coupling: width30mm, wedge shaped thickness 14mm to 04 mm ( as per sample ) heat resistant upto 300deg.c silicon rubber , rubber gasket for 250 nb pipe sleeve joint coupling: width: 33mm, wedge shaped thickness 14mm to 04 mm ( as per sample ) heat resistant upto 300deg.c silicon rubber...

Uttar Pradesh State Sugar Corporation Limited - Uttar Pradesh

37704834 supply of v belts supply of v belts for various sugar factories of sugar corporation in uttar pradesh for the season 2023 24 , description , v belts conforming to is:2494 1974 & b.s : 3790 1981 in polyester cord with synthetic fabric jacket impregnated with neoprene compound , wedge belt (spb belt)...

North Central Railway - Uttar Pradesh

37649681 auction sale of ms scrap as narrow jaw adopter, cbc, cp top, cp bottom, knuckle, inner spring, snubber spring, side bearer spring, outer spring, wedge block, pocket liner, break beam, side bearer seat, bogie push rod, equalizer rod, bolster, bk. cylinder, wide jaw adopter, slide block, plank, door, stock balance sheet, yard scrap, cutting material like nut and bolt, pnk scrap, misc. scrap etc.(material lying at 03 stack) qty 50 mts approx. remark delivery on actual weight basis. ref.1. sse c and w gmc cnb letter no. rs/2/scrap/c and w/gmc/23 dt. 25 04 23 (2) d.s. 8 note no. 889557 dt. 25 04 23 (3) gst 18 percent. note 1. approach road is available. (2) cutting may be allowed for easy loading purpose. (3) seggregation of material is not allowed at the time of delivery. (4) delivery should be start from new bin no. 3 and end at bin no. 7 (5) inspection no. 47/isa/lot insp/gsd/cnb/23 24 dt. 04.05.2023...

North Eastern Railways - Uttar Pradesh

37646848 supply of wedge 30 degrees for rf 361 draft gear to m / s burn standard part no. d 10288 2 or similar confirming to rdso specn. no. 49 bd 08 with amndt. no. 1 of sep 2016 [ warranty period: 54 months after the date of delivery ] ...

Department Of Defence - Uttar Pradesh

37603022 bids are invited for dental expendable items mse 0 point 012 niti lower archwire pkt of 10 ortho org or libral , 0 point 012 niti upper archwire pkt of 10 ortho org or libral , 0 point 014 niti lower archwire pkt of 10 ortho org or libral , 0 point 016 niti lower archwire pkt of 10 ortho org or libral , 0 point 016 niti upper archwire pkt of 10 ortho org or libral , 0 point 016 ss upper archwire pkt of 10 ortho org or libral , 0 point 016 x 0 point 022 ss lower archwire pkt of 10 ortho org or libral , 0 point 016 x 0 point 022 ss upper archwire pkt of 10 ortho org or libral , 022 mbt damon self ligating bracket kit with compatable wire damon q , enlight light cure adhesive with ortho solo primer restorative kit , orthovita light cure band cement , anabond blue bite light cure composite , 0 point 018 roth orthodontic bracket kit without molar tubes orthomatrix , 0 point 022 roth orthodontic bracket kit without molar tubes orthomatrix , 0 point 022 mbt low profile bracket kit without molar tubes orthomatrix , infra zygomatic crest implant packet of 10 with complete tip dentos , niti open coil spring 21 inches , applicator tip for bonding pkt of 100 , 37 percent phosphoric acid etchant 3 gm , almone bi wedge and uni wedges wooden , alveogel , ars bur , self etching bonding agent bott of 5 ml , articulating paper pkt of 10 pad , orthodontic bondable molar tubes 0 point 015 lower pkt of 5 orthomatrix , ultradent procelain etch refill etchant 9 percent hydrofluoric acid , orthodontic bondable molar tubes 0 point 018 upper pkt of 5 orthomatrix , ceramic bracket kit 0 point 018 roth , ceremic repair kit 3m , yellow elastic 5 or 16 size 2oz pkt of 1000 , extraoral elastic 5 or 16 14 oz , extraoral elastic 5 or 16 8oz , chlorhexidine mouth wash 0 point 2 percent bott of 150 ml , cloth glass polishing cotton white bleached 1x1 1 or 2 metres , cotton roll pkt of 500 dental rools size 1 point 5 inch , densply protaper gutta percha point s f1 pkt of 60 point s , densply protaper ...

Northern Railway - Uttar Pradesh

37527441 supply of wooden wedge size 13.5%u201d x 7%u201d x 3%u201d ( l x h x w ) made of neem / babool wood s / q with hanging system. => limited...

Bharat Heavy Electricals Limited - Uttar Pradesh

37504965 manufacturing & supply of srbp component srbp components , centre plate as per drg. no. 44666650071 rev 01 item 1 ( cotton fabric ) for 6531 / 7775 kva. qty / set 4 no. , wedge as per drg. no 44665850048 rev 00 item 1 for 6531 / 7775 kva. qty / set 2 no , bakelite plate as per drg. no. 44664250007 rev.01 item 001 qty. 12 nos / set item 002 qty. 12 nos / set for 6531 / 7775 kva , bakelite plate as per drg. no. 44664250014 rev.00 it. 001 for 6531 / 7775 kva. qty per set 36 nos => limited...

Uttar Pradesh Jal Nigam - Uttar Pradesh

37484641 tender for 24 x 7 water supply scheme in 7 selected wards of nagar nigam ayodhya 1 supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per is 4984 / 1995 and is 8329 / 2000 or their latest amendment including f.o.r. destinationand all taxes and insurance etc. with loading, unloading and stacking all complete. rates are including supply of all di specials required for completion of work. 2 di pipe k 7 3 100 mm dia 4 150 mm dia 5 200 mm dia 6 250 mm dia 7 300 mm dia 8 350 mm dia 9 400 mm dia 10 450 mm dia 11 500 mm dia 12 carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing etc. complete including testing of pipe lines and cutting of pipes. including carting and laying / jointing of specials required for completion of work. 13 di pipe k 7 14 100 mm dia 15 150 mm dia 16 200 mm dia 17 250 mm dia 18 300 mm dia 19 350 mm dia 20 400 mm dia 21 450 mm dia 22 500 mm dia 23 excavation for pipeline work in ordinary soil with lift up to 1.5 m and lead up to 50 m including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 m lead. 24 as per design 25 in ordinary soil 26 in soil mixed with bajri, kankar & moorum / hard soil. 27 supply and delivery of ci / di flanged end sluice valve pn 1.0 ( mpa ) with body and bonnet of cast iron / ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties and transportation. 28 c. i. d / f sluice valve 29 100 mm dia 30 150 mm dia 31 200 mm dia 32 250 mm dia 33 300 mm dia 34 350 mm dia 35 400 mm dia 36 450 mm dia 37 500 mm dia 38 supply and delivery of ci / di scour valvepn 1.6 ( mpa ) with body and bonnet of ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties andtransportation.scour valve 80 mm dia 39 stainless steel ( s.s 304 ) landing ( fire hydrant ) valve ( flanged ) iinlet 80mm & outlet 65mm, as per is :5290, flanged ends to is:1538.fire hydrant 80 mm dia 40 c.i. single ball type air valve 20 mm dia 41 supply & laying jointing of flanged tee, tailpiece, distance piece, flanged spigot, reducer other specials required for fixing of valves. cost shall be calculated @10% of valve supply amount. 42 carting of following sizes c.i.d. / f sluice valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete including supply of jointing materials. 43 c. i. d / f sluice valve 44 100 mm dia 45 150 mm dia 46 200 mm dia 47 250 mm dia 48 300 mm dia 49 350 mm dia 50 400 mm dia 51 450 mm dia 52 500 mm dia 53 scour valve 80 mm dia 54 fire hydrant 80 mm dia 55 c.i. single ball type air valve 20 mm dia 56 supply of all materials and construction offollowing chambers as per type design with supply of all labour, t&p etc. complete. 57 masonary type chamber with precast concrete opening. 58 fire hydrant chamber withprecast concrete opening. 59 air valve chamber withprecast concrete opening. 60 surface box type withprecast concrete opening. 61 dismentling of following type of road and stacking of useful materials, and disposal of debris upto 8 km lead including supply of all materials, labour, t&p etc. complete. 62 boe road 63 cement concrete road 64 bitumen road 65 interlocking tile road 66 permanent reinstatement of following type road as per specification of pwd / local body. 67 boe road ( with40 % new bricks and 60 % old undamaged serviceable bricks ) 68 c.c. road ( with 125 mm pcc base of 1:4:8 cement: coarse sand: 40 mm stone aggregate and 125 mm cement concrete course of 1:1.5:3 cement: coarse sand: 20 mm stone aggregate ) 69 bitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 70 bitumen road on pwd roads1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 71 interlocking tile road ( 40 % new interlocking tile 80 mm thick m 35 grade and 60 % old serviceable tiles , palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base. ) 72 supply of all materials, labour t&p for shiftingof electric cable 11 / 33 kv supply cable. 73 crossing of road or large nala or structure or road by trenchless method having casing pipe. 74 500 mm dia ms pipe upto 2 mtr depth. 75 construction of rcc thurst block including supply of all material steel etc, labour and t&p 76 100 mm dia 77 150 mm dia 78 200 mm dia 79 250 mm dia 80 300 mm dia 81 350 mm dia 82 400 mm dia 83 450 mm dia 84 500 mm dia 85 supply of all materials, labour t&p and provide drain crossing with ms pipe in casing. 86 with 300 mm dia ms pipe 87 with 400 mm dia ms pipe 88 with 500 mm dia ms pipe 89 rising main 90 supply of d.i. pipes ( k 9 ) offollowing size / wall thickness with i.s. 8329 / 2000 or its latest amendments with jointing materials including for destination and all taxes and insurance etc. complete. 91 200 mm dia di k 9 92 250 mm dia di k 9 93 excavation of earth for pipe line trenches with lift upto 1.5 and lead upto 50m filling back the earth into trenches including watering, ramming and disposal of surplus material with in 50m lead etc. complete. 94 excavation of ordinary soil 95 excavation in mixed soil with bajri, kankar, mooram etc. 96 carting from store to site of work following d.i. pipe with specials, lowering the same into trenches and laying true to alignment and gradient including jointing properly testing of pipe line ( but excluding the cost of trenching and cutting of pipe for making the length ) etc. complete. 97 200 mm dia di k 9 98 250 mm dia di k 9 99 supply and delivery of ci / di flanged end sluice valve pn 1.6 ( mpa ) with body and bonnet of cast iron / ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties and transportation.non rising type 100 200 mm dia 101 250 mm dia 102 carting of following sizes ci sluice valve / air valvefromdepartmental store to site of work lowering the same into trenches and fixing in position andjointing the same with supply of all material and testing etc. complete. 103 200 mm dia 104 250 mm dia 105 supply of all materials and construct following type sluice valve chambers complete as per typedesign. 106 ( a ) masonary type s.v. chamber as per unit estimate 107 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 108 boe road 109 c.c. road 110 bitumen road 111 interlocking 112 reinstatement of following type road charges to be paid to pwd / local body. 113 boe road 114 c.c. road ( with 125 mm pcc base of 1:4:8 cement: coarse sand: 40 mm stone aggregate and 125 mm cement concrete course of 1:1.5:3 cement: coarse sand: 20 mm stone aggregate ) 115 bitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 116 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 117 interlocking tile road ( 40 % new interlocking tile 80 mm thick m 35 grade and 60 % old serviceable tiles , palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base. ) 118 supply of all material, labour, t&p and construct rcc thrust blocks at the bends of di pipeetc. complete. ( as per cpheeo specuification and departmental design ) 119 200 mm dia di pipe 120 250 mm dia di pipe 121 bypass arrangement from rising main to distribution main including supply of sluice valve, a / f tee, ci / di flange spigot, distance piece etc and carting, laying, jointing of all material, specials. this include all material, labour t&p. excluding cost of rising main, its laying jointing and excavation. 122 200 mm to 350 mm dia di k 9 123 250 mm to 500 mm dia di k 9 124 250 mm to 300 mm dia di k 9 125 200 mm to 400 mm dia di k 9 126 200 mm to 500 mm dia di k 9 127 interconnection of rising main with tubewell including supply , carting, laying & jointing of sluice valve, tee, tailpiece, bend and other specials etc. including all labour , material t&p. as per unit estimate 128 200 mm dia 129 house connection in new pipe line 130 residential house connection 131 materials 132 20 mm dia ( od ) hdpe pipe ( 12.5 kg / cm2 ) 133 15 mm dia ( od ) gi pipe class b 134 elbow 15 mmgi for above pipe 135 elbow 20mm ( od ) hdpe 136 providing & supplying of clamp saddle ( di strap saddle ) for house service connections shall be of fastened strap type with threaded outlet for service connection.clamp saddle shall be suitable for nominal size of distribution mains pipe line. the strap shall be elastomer coated ( insulated ) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. the saddle shall be single strap type up to pipe size of nb 600 and service outlet 15mm, 20mm & 25mm. fasteners shall be of threaded nut bolt washer type. the sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. the seal shall be elastomer type, suitable for all potable water application. the material of construction of the body, straps, fasteners etc. shall be non corrosive material sucha as engineering plastic ( pe / pp ) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 s. no. items unit rates in rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. 137 100 nb x 15 mm, 20 mm, 25 mm 138 150 nb x 15 mm, 20 mm, 25 mm 139 200 nb x 15 mm, 20 mm, 25 mm 140 250 nb x 15 mm, 20 mm, 25 mm 141 300 nb x 15 mm, 20 mm, 25 mm 142 350 nb x 15 mm, 20 mm, 25 mm 143 20 mm pp adapter 144 15 mm gi union 145 brass ferrule heavy duty 15 mm size with end cap. 146 brass stop cock heavy duty 15 mm size. 147 labour 148 making ferrule connection in. distribution mainswith saddle piece, service connections, fittings, and fixing of g.m. ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting gi pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, t&p complete as per direction of eic 149 excavation 150 excavation and back filling of pitt and trenches 151 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 152 in c.c. roads 153 in bituminous roads 154 in b.o.e. roads 155 in c.c. interlocking tiles roads 156 reinstatement of following type road as per specification 157 in c.c. roads 158 in bituminous roads nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 159 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 160 in b.o.e. roads 161 in c.c. interlocking tiles roads 162 commercial house connection 163 materials 164 20 mm dia ( od ) hdpe pipe ( 12.5 kg / cm2 ) 165 20 mm dia ( od ) gi pipe class b 166 elbow 20 mmgi for above pipe 167 elbow 20mm ( od ) hdpe 168 providing & supplying of clamp saddle ( di strap saddle ) for house service connections shall be of fastened strap type with threaded outlet for service connection.clamp saddle shall be suitable for nominal size of distribution mains pipe line. the strap shall be elastomer coated ( insulated ) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. the saddle shall be single strap type up to pipe size of nb 600 and service outlet 15mm, 20mm & 25mm. fasteners shall be of threaded nut bolt washer type. the sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. the seal shall be elastomer type, suitable for all potable water application. the material of construction of the body, straps, fasteners etc. shall be non corrosive material sucha as engineering plastic ( pe / pp ) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 s. no. items unit rates in rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. 169 100 nb x 15 mm, 20 mm, 25 mm 170 150 nb x 15 mm, 20 mm, 25 mm 171 200 nb x 15 mm, 20 mm, 25 mm 172 250 nb x 15 mm, 20 mm, 25 mm 173 300 nb x 15 mm, 20 mm, 25 mm 174 350 nb x 15 mm, 20 mm, 25 mm 175 20 mm pp adapter 176 20 mm gi union 177 brass ferrule heavy duty 15 mm size with end cap. 178 brass stop cock heavy duty 15 mm size. 179 labour 180 making ferrule connection in. distribution mainswith saddle piece, service connections, fittings, and fixing of g.m. ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting gi pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, t&p complete as per direction of eic 181 excavation 182 excavation and back filling of pitt and trenches 183 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 184 in c.c. roads 185 in bituminous roads 186 in b.o.e. roads 187 in c.c. interlocking tiles roads 188 reinstatement of following type road as per specification 189 in c.c. roads 190 in bituminous roads nagar nigambitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 191 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 192 in b.o.e. roads 193 in c.c. interlocking tiles roads 194 supply and installation of multijet amr / ami based domestic water meter class b ( 15 mm ) with wi fi wireless metering. cost includes complete setup of automatic meter reading solution. amr module specification shall be approved by department. 195 supply and installation of multijet amr / ami based commercial water meter class b ( 20 mm ) with wi fi wireless metering. cost includes complete setup of automatic meter reading solution. amr module specification shall be approved by department. 196 over head tank 197 supply of all materials labour t&p etc. complete and construction of r.c.c. ( m30 grade ) over head tank of following capacity and staging above ground level with all work complete, including cost of soil testing. all the components of oht will be casted in m30 concrete & specially in m 30 construction of water bearing structure with cement, coarse sand and approved stone grit as per i.s. 11682, i.s.3370 part ( i ) & ( ii ) and i.s.456.minimum depth of foundation below original ground level will be 2.5m. seismic effects and wind load should be taken into consideration as i.s. 1893 for earthquake resistance and as per i.s. 875 part iii for wind load on structure ( this area is in seismic zone iv and high damage risk zone for wind ) .the cost of oht should be quoted assuming the bearing capacity of soil as 8 m.t.per sqm. including 1m wide rcc staircase from ground level to balcony. m.s. ladder made of 50x50x6 mm angle section and 20mm plain m.s. bars ( specification of m.s. should be as per is 800 2007 ) with hand rails of 20mm medium class g.i. pipes on both sides in three rows from balcony to top dome resting on an rcc platform ( 75cmx75cm and 10cm thick ) projecting from top ring beam and one aluminum ladder inside the tank body ( from manhole in top dome to bottom as per design and specification approved by engineer in charge. 1 m wide r.c.c. m25 balcony around the tank at the junction point of vertical wall and conical wall. proper railing of 20mm dia medium class g.i. pipe ( in 3 rows ) on both sides of stair case, around the balcony, at each landing and from landing with top ring beam upto manhole on the top dome and at the periphery of top dome. the g.i. pipes will be supported on m.s. posts made ofor rcc post, spaced at intervals not more than 1.5m.proper ventilator at top dome in circular shape of 1.2 m dia. along with an r.c.c. cover of minimum 1.50m dia and with mosquito net of standard quality along with expanded metaled jali between top dome and rcc cover. water level indicator fabricated with good quality minimum45mm x 45mm x 6mmm.s. angle with indicator board scale made 50x50x6mm m.s. angle section, of 3mm thick m.s. plate should have a clear width of minimum 25cm painted with good paint with brass wire rope, pulley, copper ball float, pointer etc.lightening conductor should be as per i.s.s.2309 or its latest amendments of latest electricity rules. c.i. manhole cover of min 60x60cm size with locking arrangement, supply, fixing & jointing of c.i.d. / f pipes ( for inlet, outlet, washout and overflow pipes ) and specials, duck foot bend and fixing of the sluice valve at outlet and wash put pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm pcc 1:2:4 over 75 mm pcc 1:4:8, apex painting on outer surface of oht, painting on ms ladder, railing, vertical pipe etc. as per approved make; excavation in all type of soil and all other works required for proper and complete construction of oht, testing of tank for water tightness as per the satisfaction of engineer in charge. 198 rinmochan operation zone 199 for 1300kl capacity / 26 m, staging 200 meerapur operation zone 201 for 1900kl capacity / 23m, staging 202 maniramdas operation zone 203 for 2400kl capacity / 24m, staging 204 construction of new pumphouse ( 3.6 x 3.0 m ) cum chlorinator ( size 2.8 x 1.8 m ) as per departmental drawing & design. 205 construction of boundary wall around stp and sump / pump house as per type design including supply of all materials, labour, tools and plants etc. complete. 206 supply & fixing of 3.60 m wide ms gate and 1.2 m wide ms gate including fabrication and supply of steel and construction of boundary pillars all complete. 207 earth filling in plinth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. this include supply of earth from 12 km lead. 208 construction of interlocking approach road including supply of all materials, labour, tools and plants etc. complete. including construction of sub base ( p.c.c. 1:6:12 ( 75mm thick ) ) and c.c. edging of 100 mm height. interlocking tiles shall be rubber moulded80 mm thick minimum m 35 grade. 209 water works campus development including landscaping, horticulture in minimum 30% of land as per direction of engineer in charge. 210 renovation of old pumphouse ( 3.6x3 m ) cum chlorinator and boundary wall ( upto 30 mtr length including all brickwork, cc, plaster, painting complete etc. ) 211 construction ofadmin building with training center.rate is per sqm of plinth area. building shall be rcc framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings ( min 20 fan, min 10 exhaust fans , min. 10 nos a.c., min. 100 leds, min 3 led displays 43 inch size etc. ) , required fall / wall panneling, . all specification shall be conforming to pwd / cpwd / c&ds building specification. 212 construction ofmaster control station.rate is per sqm of plinth area. building shall be rcc framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings. all specification shall be conforming to pwd / cpwd / c&ds building specification. 213 construction of booster pump room as per department approved drawing and design rate per sqm of plinth area. 214 zone 1 awadhpuri 1200 lpm 60 m head 215 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 216 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 217 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 218 supply of tw assembly of mserw pipe including carting, loading & unloading 219 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 220 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 221 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 222 drilling of bore ( including water arrangement ) for each tw 223 logging of bore 224 drilling of 600mm dia bore from g.l. to 65m bgl. 225 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 226 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 227 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 228 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 229 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 230 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 231 development of tubewell 232 cutting of tw cover and rewelding for compressor 233 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 234 cutting of tw cover and rewelding for op unit works 235 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 236 chemical and bacteriological test 237 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 238 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 239 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 240 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 241 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 242 trial & run of pumping plant 243 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 244 supply, installation testing & commissioningof scada for new, reboret / w & oht 245 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 246 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 247 zone 2 balgangadhar tilak 1200 lpm 48 m head 248 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 249 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 250 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 251 supply of tw assembly of mserw pipe including carting, loading & unloading 252 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 253 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 254 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 255 drilling of bore ( including water arrangement ) for each tw 256 logging of bore 257 drilling of 600mm dia bore from g.l. to 65m bgl. 258 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 259 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 260 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 261 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 262 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 263 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 264 development of tubewell 265 cutting of tw cover and rewelding for compressor 266 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 267 cutting of tw cover and rewelding for op unit works 268 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 269 chemical and bacteriological test 270 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 271 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 272 1200 lpm, 48 m head 2900 rpm, 25 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 273 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 274 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 275 trial & run of pumping plant 276 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 277 supply, installation testing & commissioningof scada for new, reboret / w & oht 278 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 279 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 280 zone 3 rinmochan ghat 1200 lpm 60 m head 281 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 282 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 283 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 284 supply of tw assembly of mserw pipe including carting, loading & unloading 285 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 286 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 287 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 288 drilling of bore ( including water arrangement ) for each tw 289 logging of bore 290 drilling of 600mm dia bore from g.l. to 65m bgl. 291 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 292 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 293 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 294 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 295 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 296 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 297 development of tubewell 298 cutting of tw cover and rewelding for compressor 299 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 300 cutting of tw cover and rewelding for op unit works 301 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 302 chemical and bacteriological test 303 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 304 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 305 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 306 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 307 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 308 trial & run of pumping plant 309 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 310 supply, installation testing & commissioningof scada for new, reboret / w & oht 311 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 312 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 313 zone 4 meerapur 1200 lpm 60 m head 314 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 315 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 316 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 317 supply of tw assembly of mserw pipe including carting, loading & unloading 318 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 319 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 320 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 321 drilling of bore ( including water arrangement ) for each tw 322 logging of bore 323 drilling of 600mm dia bore from g.l. to 65m bgl. 324 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 325 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 326 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 327 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 328 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 329 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 330 development of tubewell 331 cutting of tw cover and rewelding for compressor 332 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 333 cutting of tw cover and rewelding for op unit works 334 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 335 chemical and bacteriological test 336 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 337 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 338 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 339 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 340 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 341 trial & run of pumping plant 342 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 343 supply, installation testing & commissioningof scada for new, reboret / w & oht 344 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 345 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 346 zone 5 maniramdas 1200 lpm 60 m head 347 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 348 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 349 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 350 supply of tw assembly of mserw pipe including carting, loading & unloading 351 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 352 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 353 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 354 drilling of bore ( including water arrangement ) for each tw 355 logging of bore 356 drilling of 600mm dia bore from g.l. to 65m bgl. 357 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 358 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 359 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 360 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 361 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 362 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 363 development of tubewell 364 cutting of tw cover and rewelding for compressor 365 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 366 cutting of tw cover and rewelding for op unit works 367 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 368 chemical and bacteriological test 369 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 370 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 371 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 372 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 373 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 374 trial & run of pumping plant 375 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 376 supply, installation testing & commissioningof scada for new, reboret / w & oht 377 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 378 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 379 zone 6 hanuman garhi 1200 lpm 48 m head 380 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 381 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 382 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 383 supply of tw assembly of mserw pipe including carting, loading & unloading 384 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 385 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 386 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 387 drilling of bore ( including water arrangement ) for each tw 388 logging of bore 389 drilling of 600mm dia bore from g.l. to 65m bgl. 390 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 391 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 392 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 393 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 394 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 395 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 396 development of tubewell 397 cutting of tw cover and rewelding for compressor 398 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 399 cutting of tw cover and rewelding for op unit works 400 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 401 chemical and bacteriological test 402 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 403 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 404 1200 lpm, 48 m head 2900 rpm, 25 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 405 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 406 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 407 trial & run of pumping plant 408 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 409 supply, installation testing & commissioningof scada for new, reboret / w & oht 410 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 411 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 412 zone 7 jalkal vibhag 1200 lpm 60 m head 413 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 414 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 415 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 416 supply of tw assembly of mserw pipe including carting, loading & unloading 417 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 418 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 419 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 420 drilling of bore ( including water arrangement ) for each tw 421 logging of bore 422 drilling of 600mm dia bore from g.l. to 65m bgl. 423 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 424 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 425 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 426 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 427 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 428 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 429 development of tubewell 430 cutting of tw cover and rewelding for compressor 431 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 432 cutting of tw cover and rewelding for op unit works 433 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 434 chemical and bacteriological test 435 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 436 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 437 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 438 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 439 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 440 trial & run of pumping plant 441 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 442 supply, installation testing & commissioningof scada for new, reboret / w & oht 443 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 444 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 445 supply, installation testing & commissioningof scada mcs ( master control station ) for each dma of all zones 446 scada mcs ( master control station ) complete in all respect...

North Eastern Railways - Uttar Pradesh

37276518 auction sale of u / s scrap coupler body, adapter, yoke, yoke pin support plate, , wedge block, draft gear, door knuckle, centre pivot top and bottom. not fit for railway use....

Uttar Pradesh State Sugar Corporation Limited - Uttar Pradesh

37189328 competitive supply of v belts for various sugar factories of u.p. state sugar corporation ltd. in uttar pradesh for the season 2023 24 supply of v belts for various sugar factories of sugar corporation in uttar pradesh for the season 2023 24 , description , v belts conforming to is:2494 1974 & b.s : 3790 1981 in polyester cord with synthetic fabric jacket impregnated with neoprene compound , wedge belt ( spb belt ) ...

North Central Railway - Uttar Pradesh

37180435 supply of cast steel wedge ( for nested spring ) to rdso drg.no wd 13012 s / 06 alt nil item no 1 for lwlh 25 bogie / drawing no wd 13012 s 6 for lwlh of boxns wagon. [ warranty period: 30 months after the date of delivery ] => limited...

Public Works Department - Uttar Pradesh

37176276 construction of indiparwat bandha to kirtartara murlidhar dubey home link road. 1 earth work in embankment in moorum mixed / black cotton soil. excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i / c 1.5m lift and 30m lead 2 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 rotavatorat omc, and compacting with smooth sheel roller to achive the desired density, complete as per technical specification clause 401. 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 5 brick edging on both side of roads of straight over burn brick class 275 [ 8.00cm ( 3 ) wide & 12 cm ( 4.50 ) ] deep laid with mud mortor icluding labour & supply of bricks finished to requared templete and in proper alignment and also including dressing & ramming the exacavated earth as directed by the e / i 6 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 kg / sqm using mechanical means as per technical specification clause 502 7 providing and applying tack coat with bitumen vg 10 ) using bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 8 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of type c as per technical specification clause 508. 9 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 10 construction ofun reinforced, dowel jointed at expansion and construction joint only, 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, 11 earth work in patries both one side of road. excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. t&p etc complete as per direction of engineer in charge 12 construction of hp 350mm, 600 mm & 1000 mmculvert & drainearth work in excavation in foundation in moorum / single / kankar requiring the used of specal t&p such as pixckaxes subbals etc including all labour t&p royality etc all complete. 13 supply and laying of local sand in trenchincluding ramming, dressing, watering etc. including cost of all material, labour etc. complete. ( within 8 km. ) si no. 255 14 cement concrete with 4 cm gauge stone ballast coarse sand and cement in the proportion 8:4:1including cost of all material, labour etc. complete. si no. 281 15 rcr stone masonary in 1:4 cement chopan caorse sand mortar in cluding all labour t&p etc complete 16 struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet. 17 providing350 mm dia n.p 3 h.p. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. pipe 18 laying 350 mm dia n.p 3 h.p. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work.laying 19 providing 600 mm dia n.p 3 h.p. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. pipe 20 laying 600 mm dia n.p 3 h.p. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. laying 21 providing 1000mm dia n.p 3 h.p. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. pipe 22 laying 1000 mm dia n.p 3 h.p. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. laying 23 filling of earth work on the side of trenches and on the pataries...

Madhyanchal Vidut Vitran Nigam Limited - Uttar Pradesh

37149847 construction of newly proposed 33 / 11 kv 1x5 mva capacity sub station upsida kauhaar, distt amethi on semi turnkey basis in the jurisdiction of eswd, ayodhya under superintending engineer electricity works circle, mvvnl, ayodhya 1 carriage of following material ( from si. no. 1.01 to 1.35 ) from store centre under eeesd ayodhya to dump store & from dump store to the site of work including loading, unloading and proper satcking at site etc. 2 33 kv line isolator 3 33 kv bus isolator 4 33 kv post insulator 5 33 kv lighting arrestor 6 33 / 11 kv 5 mva t / f 7 33 kv vcb 800a, 750 mva 8 single t / f control panel 9 c.t. o / d 33 kv ctr 200 / 100 / 1 1a 10 c.t. o / d 33 kv ctr 400 / 200 / 1 1a 11 11 kv incoming switchgear 600 / 300 / 5a , 350 mva, 630 a 12 outgoing 11 kv switch gear 200 / 100 / 5a 250 mva 13 11 kv 3 core cable 3x300 mm xlpe 14 11 kv 3x185 mm xlpe 15 11 kv cable jointing kit indoor 3x300 sq. mm xlpe 16 11 kv cable jointing kit outdoor 3x300 sq. mm xlpe 17 11 kv cable jointing kit indoor 3x185 sq .mm 18 11 kv cable jointing kit outdoor 3x185 sq .mm 19 33 kv control & relay panel feeder single feeder panel 20 63 kva 11 / 0.4 kv t / f 21 acsr dog conductor 22 stp 11 mtr long 23 construction of retaining wall around the 33kv switchyard in size ( 25x30 ) mtrx2 using first class bricks, local river sand and brick ballast which includes the following works ( including cost of 1st class brick, brick ballast sand / core sand cement etc. ) 24 excavation of earth in foundation 25 cement concrete in foundation in 1:5:10 ratio 26 1st class brick work in 1:6 ratio 27 plaster work 1:6 ratio 28 cc 1:2:4 for grouting mid angles post for fencing 29 fabrication of switchyard fencing by welded mesh with gate in size 25x30 mtr by 10 swg wire mesh , ms angle 50x50x6, ms flat 25x5mm and 40x5mm, its fitting tightining with nuts and bolt on the studs. supported by drilling the required poll along with fabrication of 1 no. gate m / o ms angle. 30 earth matlaying of earth mat in the switch yard by laying of ms round of 32mm dia in 750mm deep trenches and grounding of earth mat with ms round 32 mm dia 3mtr long earth electrode as per drawing. the work includes welding / bolting of the ms round, g.s. strip and connecting all steel structure in the switchyard with the earth mat by means of g.s. strips of size 50x6mm as per item below 31 digging of trench of size 500x750mm for laying of 32mm dia ms round including refilling of earth and ramming the same after laying of ms round / g.s. strip 32 laying and welding of lap joints of ms round of 32mm dia with minimum 150mm overlaping. the ms round shall be welded on both side so as to fill the wedges completely using high quality arc welding and goodwork manship. the joint shall be covered with black bitumen paint 33 fabrication of 32mm dia ms round 3 mtrlong earth electrodesand driving them into ground so that tip of the electrodes remains atleast 750mm below the ground level and jointing of earth electrodes 32 mm dia with the earth mat using high quality arc welding and goodworkman ship 34 jointing of ms round 32 mm dia in earth mat at cross joints using high quality arc welding . a 75mm piece of 32 mm dia ms round shall also be welded to make the joint strong for carrying fault current. the joints shall be covered with black bitumen paint 35 providing and laying of g.s. strip of size 50x6mm for connecting the earth mat with the super structure, security fencing post, including digging of trench 500x500 mm bending, cutting, straightening and welding of the earth strip with the earth mat and various street structure using high quality arc welding. the work include proper overlapping of the strip and jointing by weldiing 36 plinth of 5 mva, 33 / 11 kv t / fsconstruction of plinth of size 3.46x3.46 mtr for 5 mva to 10 mva t / f having 0.4 mtr above ground level. the work includes excavation of foundation, base concreting in c.c. 1:6:12 ratio ( cement, fine sand and brick ballast ) 1st class bricks work in cement mortar of ratio 1:4 foundation, c.c. in 1:4:8 ratio ( cement, fine sand and brick ballast ) and rcc working ratio 1:2:4 ( cement, coarse sand and stone grit of 20 mm gauge ) using ms bars of 10 mm dia ( tor ) in reinforcement including its cutting, bending and binding in required shape. the work also includes laying of 2 nos. 3.46 mts long each rail pieces complete with cutting, welding and proper fitting etc. the plinth will be made as per drawing and shall be plastered / finished on top and side of the plinth. all materials like 90 lbs rail and civil material provided by the contractor. 37 fabrication, erection & grouting of sub station structure33 kv cable standfabrication & erection of 33 kv cable stand with two leges and plinth and foundation of pits of size 1.075 x 0.9 x0.3 mtr and grouting of two legs of structure in cc ( cement, coarse sand and stone grit of 20 mm gauge ) of ratio 1:4:8 in block of 1.075 mtx 0.3 mtr including supply of all t&p complete in all respect. ( contractor shall provide all civil materials nut and bolts except steel & post insulator ) 38 bus bar gantrydigging of 2 nos pits of size 2.2mt x1.4mt x 0.75mtr providing stone pad at the bottom of the trench and grouting of the two legs of the bus bar gantry in cc ( cement, coarse sand and stone grit of 20mm gauge ) in the ratio 1:3:6 including supply of all t&p shuttering etc. in a block of size 2.2 mtx1.4 mtx0.75 mt. the work consists of dragging , shifting up to 40 mtr raising and erecting the two pre fabricated legs of bus gantry in proper allingment level and plumb. both the plinths of the termainal gantry shall be properly finished with champeringof edges. the work includes fabrication of bus bar gantry 6.23 mtrlong as per respo drawing no.38 ( set of 2 ) ( all materials like 70 kn disc insulator b & s and civil materials provided by the contractor. ) 39 bus isolator / line isolator structurefabrication of isolator structures 3.5mtr in height as per drawing no. res 39 digging of two nos. pits of size 1.075 x 0.9 x0.3 mtr providing stone pad at the bottom of the pit and grouting pad at the bottom of the pit and grouting of two legs of the isolator structure in cc ( cement, coarse sand and stone grit of 20 mm gauge ) of ratio 1:4:8 in block of 1.075 mtx 0.3 mtr including supply of all t&p complete in all respect. the work includes dragging, shifting upto 40 mtr. raising and erecting the two legs with runner of isolator in proper allingment level and plumb. both plinths of the isolator structure shall be properly finished with champering of edges. 40 lighteningarrestor structurefabrication of lightening arrestor per drawing no. res 39 digging of two nos. pits of size 1.075 x 0.3 x0.3 mtr providing stone pad at the bottom of the pit and grouting of two legs of the above structure in cc ( cement, coarse sand and stone grit of 20 mm gauge ) of ratio 1:4:8 in block of 1.075 mtr x 0.3 mtr x 0.3 mtr including supply of all t&p complete in all respect. the work includes dragging, shifting upto 40 mtr. raising and erecting the two legs with top frame above structures in properallingment level and plumb. both plinths of the structure shall be properly finished with champering of edges etc. 41 post insulator / c.t.structure / fuse setfabrication of post insulator per drawing no. res 39 digging of two nos. pits of size 1.075 x 0.3 x0.3 mtr providing stone pad at the bottom of the pit and grouting of two legs of the above structure in cc ( cement, coarse sand and stone grit of 20 mm gauge ) of ratio 1:4:8 in block of 1.075 mtr x 0.3 mtr x 0.3 mtr including supply of all t&p complete in all respect. the work includes dragging, shifting upto 40 mtr. raising and erecting the two legs with top frame above structures in properallingment level and plumb. both plinths of the structure shall be properly finished with champering of edges etc. 42 plinth for 33kv vcbconstruction of plinth of size 2.0x1.5x0.9 ( mtr ) suitable for erection of super structure for 33 kvvcb including grouting of anchor bolts in proper allingment and level. scope of work includes excavation of foundation base concreting in cc 1:6:12 ( cement, fine sand and brick ballast ) 1st class brick work in cement mortor of ratio 1:4 cc in ratio 1:4:8 and rcc work in ratio 1:2:4 ( cement, coarse sand and stone grit of 20 mm gauge ) as per drawing 43 erection and installation of 33 / 11 kv 5 mva transformererection and installation of 33 / 11 kv, 5 mva transformer in a leveled position on the plinth. the work include shifting of transformer to the site of installation with in the sub station premises, assembling, fixing and fitting of all accessories and filling of transformer oil to the desired level and ensuring that there is no leakage. 44 fabrication and grouting of m.s. channel 100x50x6 mm in l shape & in proper size and allignment to provide support for the two separate earthing strips for power transformer neutral including supply & fixing of two nos. flexible copper bonds for neutral earthing. 45 fabrication and erection of cable support made of two pieces of m.s. strip 65x65x6 mm, 3.0 mtr long joined to each other by means of 5 nos m.s. flat 50x6 mm pieces of size 150 mm long each by welding at equal intervals as per drawing and and errection of 3 no. post insulators and grouting in a block of size300x300x700 mm complete. this includes providing of four nos. m.s.clamp made of m.s. flat for holding the cable including nuts and bolts and fixing of xlpe cable. 46 special earthing by way of boring and lowering of b class g.i. pipe 50 mm dia 20mtr longfrom ground upto the water level andit will be connected to the g.s. strip for transformer neutral connection. the earth strip will be welded to the g.i. pipe. the work also includes cap & clamps for pouring water, the cost of all material with all labour & t&p etc. complete in all respect. 47 lightening arrestor 48 t / f & feeder control panel 49 p.t. of incoming s / g 50 battery charger unit 51 63 kva 11 / 0.4 kv t / f neutral 52 delta type earthing of power t / f neutral earthing of power t / f neutral by providing 03 no. of b class g.i. pipe 50 mm dia 20 feet longfrom ground upto the water level ( delta type ) and providing and laying g.s. strip 50 x 6 mm including cutting, welding, bending etc. complete in all respect. ( all the material will be supplied by the contractor ) 53 earth filling in the switchyard of size 25x30 mtr including cost of earth handling and cartage upto switcyard from outsidewith its unloading and laying in the yard, leveling, watering and ramming till its compactness 54 installation of isolatorsassembling and installation of line / bus isolator on the isolator structure , adjusting of opening mechanism in proper alignment so as to ensured smooth operation of the same. in case of line isolator proper operation of earth links shall also be ensured. the work includes fabrication for proper fixing if required. 55 installation of lightening arrestorsassembling and installation / mounting of three nos.lightening arrestors on the l.a. structure / complete with making earth connection ( separate ) and line connections. the work includes fabrication for proper fixing if required. 56 installation of post insulator / fuse setinstallation of 3 nos post insulators on the post insulators / cts structure. the work includes fabrication for proper fixing if required 57 installation of cts installation of 3 nos cts of ratio 200 / 100 / 1a and 3 no. cts of 400 / 200 / 1 aon the cts structure. the work includes fabrication for proper fixing if required. 58 installation of 33 kv vcb, 800 amp capacitycomplete in all respect including commissioning 59 installation of switchgears in control room shifting carefully and safely 11 kv switchgear from out side of the switch gear room, including grouting the two nos. 100x50x6mm channels piceses ( each 800mm long including cutting to size ) and foundation bolts in 1:2:4 cc ( including cutting of cc of the floor and finishing of floor ) as per direction of engineer incharge, placing and fixing of switchgear on foundation providing nuts & bolt of proper size in proper position and alignment, complete work with mounting of p.t. on incoming s / g etc. 60 fixing and making bus bar connection in between all switchgears after cleaning and tapping with h.t. tape, empire tape and pvc tape properly providing and fixing of 6mm thick bakelite seperators and plugging of all opening and holes with plastic compound. complete work including cost of all material ( except copper bus bars ) strictly to the satisfaction of site incharge. 61 shifting carefully and installation of 33 kvsingle / double transformer / fdr pannel in control room including grouting of above and its proper connection. 62 providing and fixing of protection board made of teak wood with white sunmica top of size 600mmx450mm duly fitted with good quality isi mark 3 nos bells, 3 nos on off switches, 3 nos indication lamps with holders, 3 nos. test button switches on wall of switchgear room duly wired with 3 / 20 swg pvc copper wire, complete job with cost of all materials 63 earthing of 11kv & 33kv switchgearlaying of earth mat for earthing of indoor equipments by means of m.s. strip 50x6mm connecting to 4 nos. earthing electrodes of 32 mm ( including fabrication of earthing electrodes ) 3 mtr long on each side ( as per respo drawing res 40 ) . this work includes driving of eath electrodes deep down into the earth so that its top remains 500 mm below ground level. the work include laying, bending, welding of m.s. earth strips 50 x 6 mm in the control room and connecting to both side squares. 64 earthing of all indoor equipment by providing and laying g.s. strip 50 x 6 mm including cutting, welding, bending etc. 65 supply and installation of 24 volt 210 ah cell type battery bank and battery charger with cabinet including its commissioning. 66 h.t. cable layinglaying & dressing of 11 kv, 3x300 sq.mm xlpe cable underground from 5 mva t / f to 11 kv incoming switchgear in the trench 450mm wide, 900mm deep, providing 150mm fine sand cushion bench and 150mm fine sand cushion above the cable. the cable shall be duly protected by 1st class bricks two either side and third on top of the cables, laid in series one after the other, the work includes supplying offine sand and bricks, refillingand rammingof the left out soil, closing the trench and leveling. spare cable shall be left and buried in the trench in the safe of rings at both ends. cable laying work includes unrolling, cutting, meggering and sealing both end of the cable. 67 laying & dressing of 11 kv, 3x185 sq.mm ground cablein the trench 450mm wide, 900mm deep, providing 150mm fine sand cushion bench and 150mm fine sand cushion above the cable. the cable shall be duly protected by 1st class bricks two either side and third on top of the cables, laid in series one after the other, the work includes supplying offine sand and bricks, refillingand ramming of the left out soil, closing the trench and leveling. spare cable shall be left and buried in the trench in the safe of rings at both ends. for the protection of the cable 100mm dia g.i. pipe has to be worn on th cable where the cable is to be laid across pucca / main road / nallah. cable laying work includes supply of g.i. pipe, unrolling, cutting, meggring & sealing both ends of the cable. 68 33kv bus bar & stringing.stringing of 33kv bus bar by using and laying of acsr dog conductor including fixing of disc insulator. strings and tension fitting complete with sagging of bus bar etc. and making vertical / horizontal jumperconnection through pg clamps and connecting all the equipments with each other through connecting clamps. 69 construction of 11 / 0.4 kv double pole mounted sub stationerection & grouting of 2 nos 11mtr stp support for making d / p structure including fabrication, fixing of ms channel, m.s. angle, disc insulators / pin insulators etc. the work includes supply and fixing of 11 kv tpmo switch, 11 kv fuse set, necessary clamp with nut, bolts and washers. the work also includes grouting of double pole supports in cc 1:4:8 in block of size 0.45mtr into 0.45mtr into 2.0mtr earthing of double pole with m.s. earthing rod, complete in all respect. painting of one coat of red oxide primer and two coats of aluminum paint of good quality. ( contractor shall provide 03 no. pin insulator, 6 no. disc insulator with fitting, 11 kv top channel 100x50x6 01 no., bracing angle 65x65x6 2600 etc. ) 70 earthing of 11 mtr stp by providing 6 swg g.i wire and earthing rod as per norms. ( all materials will be supplied by the contractor. ) 71 nozeling and grouting of stay at sectional pole and extra stay sets at angle locations ( all the civil material and stay set, stay clamp a, 7 / 10 stay wire will be arranged by the contractor ) 72 providing and fixing of 11 kv tpmo switch with clamp at s / s d / p 73 providing and fixing of 11kv fuse setwith clamp at s / s d / p 74 providing and fixing alu connectorfor li / bi / la 75 providing and fixing copper l piece 76 erection & installation of 63 kva, 11 / 0.4 kv t / f on double pole including shifting of the same upto double pole and making of 11kv connections to the transformer. the work includes supply of material required such as clamps, nut & bolts etc. for mounting of t / f.t / f base angle 75x75x6 and all required items provided by the contractor except pole and t / f. 77 installation of 3x300 11 kv xlpe indoor and outdoor and 11 kv 3x185 xlpe indoor and outdoor jointing kit. as per norms. 78 hosting of 11 kv cable on existing / erected support with provision of ms pipe 150 mm dia 3 mtr long suitable for 3x185 sq mm cable fixing of 2 no. ms angle support, 9 no. p.g. clamp and 3 no. long barral alu. lug and its clamping, and 02 nos. supporting angle 65x65x6, 2500 mm long, jumpering properly as per resspo norms. ( all material will be supplied by the contractor like p.g. clamp, lug, supporting angle 65x65x6, 2500mm. n&b etc ) . 79 station / switchyard lighting erection ofstp 9 mtr long support after excavation of earth and grouting of cc in ratio 1:4:8 ( cement, coarse sand and brick ballast ) as per respo drawing with plinth. painting of one coat of red oxide primer and two coats of aluminum paint of good quality. for making cable lt line for colony and switchyard lighting. ( all material will be supplied by the contractor like 09 mtr stp clamp etc. ) 80 providing and fixing of street light ( led, 90 watt, isi mark ) and fitting with propoer clamps and nut boltscomplete in all respect and suitable for 9.0 mtr stp support. 81 laying and spreading of 3½ core 25 sq.mm. pvc lt cable from 11 / 0.04 kv, 63kva t / f to lt distribution board in switch gear room after digging the trench, laying cable and refilling of trench including connections at both ends after providing and crimpling of lugs of proper size complete work. 82 providing and laying of 2 core 2.5 sqmm lt al.cable from s / g roomto street light supports after digging of trench, laying of cable providing a brick on top of cable, refilling of trench making connection at poles with street light fittings complete with all respects. 83 supply & laying of 6x2.5 sq.mm. sq. control cable from power t / f to controle board in the ground as per respo norm with proper connection vcb, ct & control pannel with t / f to battery and battrey charger, bucholz relay, low higher and winding temperture protection alarm etc with including all the civil material. ( all the material will be supplied by the contracto ) 84 supply & laying of 4x2.5 sq.mm. sq. control cable from power t / f to controle board in the ground as per respo norm with proper connection vcb, ct & control pannel with t / f to battery and battrey charger, bucholz relay, low higher and winding temperture protection alarm etc with including all the civil material. ( all the material will be supplied by the contracto ) 85 construction of cable trench of 200 mm wide and 300 mm deep with ms strip at a distance of 1mtr. with brick work 1:4:8 in foundation 12 mm thick plaster of 1:4 cement coarse sand for finishing along with ms strip. ( all the material will be supplied by the contractor ) 86 construction of trench cover of 600 mm long and 75 mm thick for cable trench including cost of material, labour and t&p. ( all the material will be supplied by the contractor ) 87 laying and fixing of interlocking bricks in the switchyard size 25x30 mtr and making approach path with bricks works on both side and interlocking on top and proper leveling and finishing etc. 88 water shoking chambers with covers of size ( 0.75x0.75x1.0 ) mtr in switch yard corners for rain water harvesting & for earthing. 89 painting of structurepainting of following structure with one coat of ready mixed primer and 2 coats of al.paint of good quality including cost of material, labour and t&p complete in all respect. 90 bus gantry ( complete set ) 91 bus / line isolator structure 92 lightening arrestor 93 post insulator structure 94 ct structure 95 cable stand ( 33 kv and 11 kv ) 96 neutral strand 97 scraping rubbing, cleaning of wiremesh fencing and its gate with one coat of red oxide paint as primer then painting with supirior quality of bus grean colour in two caots including cost of paint & other allied material. 98 wiremesh fencing both side 99 gate & its angle on bothside 100 supply, fixing and mounting of following equipments / items in the control room 101 sign board and other sunderyitems of substaion 102 fire extinguisher mounted type 103 fire bucket ( 4 no ) with stand complete 104 rubber matting one side chequered and other side plane size 1800x900x12mm 105 rubber hand gloves 106 office table 1 no. , 3 no chair and 1 no. bench 107 wall clock 108 single line diagram board, notice board, max / min load board complete 109 t&p of sub station 110 5000 v megger isi mark 111 rassa pulley 112 11 mtr bamboo ladderalongwith thela 113 providing m.s. channel 125x65x6 mm 114 providingm.s. channel 100x50x6 mm 115 providingr.s. joist 150x150x6 mm 116 providing round bar 32 mm 117 commissioning of 5 mva t / f and its equipments installed in switchyard and 11 kv incoming and outgoing panels complete in all respect upto energising....

Department Of Health And Family Welfare - Uttar Pradesh

37073310 bids are invited for pmr equipments shoulder or finger ladder , ankle exerciser , heel exerciser , finger spring set , weight cufflings 0.5 1 1.5 and 2 kg x 2 each , resistance band or thera bands set of 5 bands , foam roller , thera putty , bolster , wedges , c.p. walker , walker infants , walker rollator , perception board , posting box , magnetic checkers board , dressing frame set , daily living training board , tweezer dextirity board , counting and color sorting beads , supinator and pronator zig zag type , cylindrical block set , shape sorter , color sorter , crawling tunnel , painting color set , puzzle board , pyramid set round or square , vestibular swing with 4 attachments , balance or inclined beam , body balance round trampolene , balance corner , standing board , vestibular board , foot ladder , hand wrist and forms table , physio or beach balls , prone crawler , wobble board , peg board , exercise mattress , training stool , invalid walker , grip dynamometer , pinch dynamometer , cp wheel chair , standing frame , pinch tree , corner chair total quantity : 53...

Firozabad Municipal Corporation - Uttar Pradesh

37070211 tender for item rate tender for civil work. 2 earth work in cutting and cartage up to 8 k.m with all complete ( item no. 251+253 ( d ) +253 ( e ) 3 earth work in filling ordinary soil all complete. ( as per analysis ) 4 sand filling in plinth including all complete. ( item no. 255 ) 5 p / l cement concrete in 1:6:12 etc all complete. ( dsr pwd si no. 273 ) 6 p / l cement concrete in 1:5:10 etc all complete. ( dsr pwd si no. 274 ) 7 p / l cement concrete in 1:2:4 etc all complete. ( dsr pwd si no. 4.1 ) 8 p / l cement concrete in 1:1.5:3 etc all complete. ( dsr pwd si no. 4.1 ) 9 rcc work p / l in position specified grade of reinforced cemet concrete in 1:2:4 etc all complete. ( dsr / pwd si no. 5.1 ) 10 rcc work p / l in position specifled grade of reinforced cement concrete in raft foundation in 1.1.5.3 etc all complete. ( dsr / pwd si no. 5.1 ) 11 m 150 class brick work on 1:4 cement and fine sand mortor with all complete. ( dsr si.no. 6.1 ) 12 m 150 class brick work on 1:6 cement and fine sand mortor with all complete. ( dsr si.no. 6.1 ) 13 m 150 class brick work on 1:3 cement and fine sand mortor with all complete. ( dsr si.no. 6.8 ) 14 2 cm thick d.p.c with cement and approved coarse sand 1:2 etc all complete. ( dsr pwd si. no. 360 ) 15 32 mm thick supply and fixing of flush doors etc all complete. ( pwd / dsr si no. 470 ) 16 providing & fixing 1.00 mm thick decorative high pressure laminated sheet of plain wood grain in gloss etc all complete. ( pwd / dsr si no. 9.127 ) 17 mild steel and iron work of small size etc all complete. ( pwd / dsr si no. 502 ) 18 mild steel and iron work of heavy size etc all complete. ( pwd / dsr si no. 503 ) 19 providing gi barbed wire ( hot dip ) iron wire fencing in three rows including fixing it to post after stretching it including labour and tools and plants etc. required for proper completion of the work also including supply of wires ( 14x14 swg ) with 100mm barb spacing ( @11.66m per kg wt ) and excluding supply of posts. 20 steel wok in built up tubular ( round, square orrectangular hollow tubes etc. ) truses etc. including cutting. hoisting fixing in position and applying apriming coat of approved steel primer, includingwelding and bolted with special shaped washers etc.complete. ( hot finised welded type tubes. 21 mild steel or iron work in plain work etc all complete. ( as per analyisis ) 22 mild steel iron z section windows and ventilators excluding cost of glass panes of but including supply of all materials, its fabrication, nuts and bolts, holdfast, labour and t&p required for proper completion of work as per direction of engineer incharge and also including cost of handles, stays etc, in all respect at site of work. 23 mild steel iron grill & staircase railing of a approved qualitiy and drawing including supply of all materials, fabrication, labour, t&p in all respect as per direction of engineer in charge for proper completion of work at site. 24 supply and fixiing ward robe shutters made of 18 gauge ( 1.25 mm ) m.s sheets including cold rolling of required shape and including supply & fixing of approved qualitiy locks handle etc. complete including supply of all material labour and t&p spray painting etc. complete 25 providing and fixing stainless steel ( grade 304 ) etc all complete. ( pwd / dsr si no. new ) 26 providing and fixing stainless steel ( grade 202 ) etc all complete. ( pwd / dsr si no. new ) 27 providing of 1.00 mm thick with zine coating not less then 275 gm / sqm corrugated g.s sheet roofing including vertical. / curved surface fixed with ploymerr coatedetc all complete. ( pwd / dsr si no. 12.1 ) 28 providing and fixing on wall face unplasticised rigid pvc rain water pipers conforming etc all complete. ( pwd / dsr si no. 12.41 ) 29 12 mm thick plastering work on 1:3 cement and course sand mortor with all comoplete. ( pwd dsr si no. 13.9 ) 30 12 mm thick plastering work on 1:4 cement and course sand mortor with all comoplete. ( pwd dsr si no. 13.4 ) 31 12 mm thick plastering work on 1:6 cement and course sand mortor with all comoplete. ( pwd dsr si no. 13.4 ) 32 making grooves 10 to 12 mm wide x 8mm deep in plaster of the wall or in celling vertically or horizontally as required. ( pwd dsr si no. 598 ( 1 ) . 33 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters etc all complete. with cement mortal 1:4 ( 1 cement : 4 fine sand ) ( pwd dsr si no. 14.1 ) 34 cement concrete flooring 1:2:4 ( 40 mm thick floor ) etc all complete. ( pwd dsr si no. 665 ) 35 supply & laying tack coat of bitumin @1 / 4kg per sqm with all complete 36 providing and layingdbm 50mm thick compacted with hmp &pavour finisher with all comp. 37 providing and layingsdbc 25mm thick compacted with hmp &pavour finisher with all comp. 38 providing and fixing 18 mm thick granite ( gang saw cut ) , 20 mm thick base cement morrtal 1:4etc all complete. ( pwd / dsr si no. 11.23 ) 39 providing and laying ceramic glazed floor tiles of size 300x300 mm etc all complete. ( pwd / dsr si no. 11.37 ) 40 providing and laying vitrified tiles in floor with lean concrete of 500x500 sizes ( thickness 10mm ) etc all cmomplete. ( pwd / dsr si no. 11.27a ) 41 s / f chequerred precast cement concrete tiles 22 mm thick in footpath 20 mm thick bed of cement mortar 1:4 including preparation of 50 mm thick base with concrete 1:4:8 40 mm b / b complete. ( pwd / dsr si no. 11.2 ) 42 applying priming coat over steel and other metal surface up to 10 cm etc all complete. ( pwd / dsr si no. new 641 ) 43 applying priming coat new wood surface up to 10 cm etc all complete. ( pwd / dsr si no. 19.61 ) 44 painting 1st coat over priming coat on steel and otherr metal surface up to 10 cm etc all complete ( pwd / dsr si no. 19.29 ) 45 painting 1st coat over priming coat on new wood surface up to 10 cm etc all complete ( pwd / dsr si no. 19.29 ) 46 distempering ( first coat ) with oil bound distemeper of approved brand etc all complete ( pwd / dsr si no. 649 ) 47 removing oil paint or varnish from steel and other metal surface of from wood based surface etc all complete ( pwd / dsr si no. 657 ) 48 finishing walls with water proofing cement paint of approved mak such as super snowcem durocem, robiance, guttucem, supercem quality and of required etc all complete ( pwd / dsr si no. 660 ) 49 finishing walls with sandlex matt. coat over a priming coat of water proof cement paintetc all complete ( pwd / dsr si no. new ) 50 well painting ( one coat ) with plastic emulsion pain of approved brand etc all complete. ( pwd / dsr si no. 18.58 ) 51 finishing walls with putty approved brand and etc all complete. ( pwd / dsr si no. new ) 52 finishing walls with textured exterior paint approved brand and etc all complete. ( pwd / dsr si no. new ) 53 dismeantling brick work or stone work in lime or cement etc all complete. ( pwd si no. 692 ) 54 dismeantling reinforced cement of reinforced brick worrk including stacking etc all complete. ( pwd si no. 694 ) 55 dismeantling cement concrete or brick or granolithic floors includingg etc all complete. ( pwd si no. 697 ) 56 dismeantling existing plaster including disposal of refuse as directed etc all complete. ( pwd si no. 706 ) 57 scrapping old white or colour wash includingetc all complete. ( pwd si no. 708 ) 58 dismentaliing of b.o.e soling / inter locking tiles stacking etc all complete. ( pwd si no. new ) 59 red sand stone work for wall lining etc. 30 mm thick in 1:3 etc all complet. ( pwd / dsr si no. 7.23 ) 60 construction of granular sub base ( gsb ) etc all complee. ( ase per analysis ) 61 brick soling with straight over burnt brick laid flat and dry brick edging on both side including etc all complete. sch pwd no. 762 ( b ) 62 supply and laying of i shaped precast 80 mm ( ordinary grey ) interlocking tiles etc all complete. sch pwd no. new 63 supply and laying of i shaped precast 80 mm ( ordinary coloured ) interlocking tiles etc all complete. sch pwd no. new 64 supply and laying of i shaped precast 80 mm ( rubber molded ) interlocking tiles etc all complete. sch pwd no. new 65 consolidation of stone ballast in patch repair by hand rammer including patch rectangular shape including blinding the entire consolidated surface with local earth as directed by ei / c. 66 providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. area, thiclness of 2.5mm is exclusive of surface applied glass beeds as per irc:35. the finish surface to be lavel, uniform and free fromstreaks and holes. composition of thermoplastic meterial shall be as per table 800 3 of clause 803 of morth including cost of all meterial, labour, t&p etc. require for proper completion of work as directionby engineer in charge. 67 constructing brick masonry manhole etc all complete. inside size 900x800 mm and 500 mm deep including c.i cover frame ( dsr si no. 19.7 ) 68 constructing brick masonry chamber for underground c.i inspection chamber and bendsetc all complete. inside dimensions 455x610 mm and 45 cm deep for single pipe : with common burnt clay f.p.s ( non modular ) brick of class designation m 150 ( dsr si no. 19.30 ) 69 providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from m.s. sheets and galvanized with zinc coating of 120 gms / sqm ( both side inclusive ) as per is : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate g.i. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to g.i. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long g.i wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs12.5 mm thick tapered edge gypsum moisture resistant boarddsr no. 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board 70 providing and fixing, in position concealed g.i. section for wall panelingusing board of required thickness fixed on the w profile ( 0.55 mm thick ) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm c / c in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. perimeter channel is fixed on thefloor and the ceiling with the nylon sleeves @ 610 mm c / c with fully threaded self tapping dry wall screws. board is fixed to the w profilewith 25 mm countersunk ribbed head screws @ 200 mm c / c., all complete as per the drawing & directions of engineer in charge, the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish.9.133.2.1 8 mm thick cement fibre board as peris : 14862 71 material 72 supply of m150 class bricks 73 supply of fine sand . 74 supply ofcourse sand . 75 supply ofstone grite 20mm gauge . 76 supply ofstone grite 10mm gauge . 77 supply of ordinary portland cement ( j.p, a.c.c, birla, j.k or equivalent ) opc 78 supply ofppc cement ( j.p, a.c.c, birla, j.k or equivalent ) 79 supply ofwhitecement ( j.k, or birla brand or equivalent ) 80 supply of 45 63 mm gauge stone ballast etc all complete. ( ase per analysis ) 81 supplyof 22.4 53 mm gauge stone ballast etc all complete. ( ase per analysis ) 82 supply of quary dust 83 supply of 80 mm thick c.c interlocking tiles ( gray ) with all complete. ( sor no. 8 ) 84 supply of 80 mm thick interlocking tiles ( coloured rubber moulded ) with all complete. ( pwd. 4 ( a ) 85 supply of 100 mm thick interlocking tiles ( grey ) with all complete. ( pwd. 4 ( a ) 86 supply gsb. ( as per anaylisis ) 87 head load per chainges ( 30m / cum ) 88 supply of red sand stone 89 supply of r.c.c main hole cover 90 supply of r.c.c main hole ring 91 supply of m.s iron tmt bar 8 mm dia 92 supply of m.s iron tmt bar 10 mm dia 93 supply of m.s iron tmt bar 12 mm dia 94 supply of r.c.c 900x450x100 mm ( precast ) 95 supply of r.c.c 1200x450x100 mm ( precast ) 96 supply of r.c.c 1500x450x100 mm ( precast ) 97 supply of r.c.c 600 mm dia manhole cover ( precast ) 98 supply of ballies ( 100mm ) avrage dia 99 supply of plain glass 5mm thick 100 labour 101 mistri 102 mason ( for floor & tites work ) 103 painter ( for polishing work ) 104 painter ( for painting work ) 105 mazdoor 106 gardener...

Department Of Sports - Uttar Pradesh

37064809 bids are invited for 1 morning time 5.00 am 2 morning ( pre workout ) breakfast at 7.30 hot water and 5 soaked almonds boiled potato or sweet potato ( 100 grams ) 1 milk ( 250 ml ) 2 02 egg omelette 3 sprouts ( 100 grams ) 4 01 bun ( 100 grams ) 5 seasonal fruits ( 100 grams ) 6 butter ( 20 grams ) 7 salted oatmeal ( 100 grams ) lunch at 1.30 bread 2 rice 3 lobiya dal ( 100 grams ) 4 seasonal green vegetable juice ( 100 grams ) 5 seasonal vegetable with nutrinuggets ( 100g ) 6 curd ( 100g ) regional sports officer bareilly circle, bareilly 7 fruit ( 100 grams ) 8 salad ( 150 grams ) 5 1 lemon wedge 1 protein in milk barnbeta / harlicks proteinex ( 250ml ) pre workout refreshment time at 4.30 p.m. evening snack ( post workout ) time with...

Uttar Pradesh State Bridge Corporation Limited - Uttar Pradesh

37044024 supply of prestressing material at tons river bridge chittbaragaon pakki court in distt ballia , high tensil low relaxation pre stressing strands of 12.7mm nominal dia as per is:14268 , hdpe sheathing duct 75 / 92mm ( 96 meter length with jointer ) , anchore cone 12kt13r , anchore head 12kt13r , 12.70 mm wedges...

Uttar Pradesh Jal Nigam - Uttar Pradesh

37014247 tender for 24 x 7 water supply scheme in 7 selected wards of nagar nigam ayodhya 1 supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per is 4984 / 1995 and is 8329 / 2000 or their latest amendment including f.o.r. destinationand all taxes and insurance etc. with loading, unloading and stacking all complete. rates are including supply of all di specials required for completion of work. 2 di pipe k 7 3 100 mm dia 4 150 mm dia 5 200 mm dia 6 250 mm dia 7 300 mm dia 8 350 mm dia 9 400 mm dia 10 450 mm dia 11 500 mm dia 12 carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing etc. complete including testing of pipe lines and cutting of pipes. including carting and laying / jointing of specials required for completion of work. 13 di pipe k 7 14 100 mm dia 15 150 mm dia 16 200 mm dia 17 250 mm dia 18 300 mm dia 19 350 mm dia 20 400 mm dia 21 450 mm dia 22 500 mm dia 23 excavation for pipeline work in ordinary soil with lift up to 1.5 m and lead up to 50 m including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 m lead. 24 as per design 25 in ordinary soil 26 in soil mixed with bajri, kankar & moorum / hard soil. 27 supply and delivery of ci / di flanged end sluice valve pn 1.0 ( mpa ) with body and bonnet of cast iron / ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties and transportation. 28 c. i. d / f sluice valve 29 100 mm dia 30 150 mm dia 31 200 mm dia 32 250 mm dia 33 300 mm dia 34 350 mm dia 35 400 mm dia 36 450 mm dia 37 500 mm dia 38 supply and delivery of ci / di scour valvepn 1.6 ( mpa ) with body and bonnet of ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties andtransportation.scour valve 80 mm dia 39 stainless steel ( s.s 304 ) landing ( fire hydrant ) valve ( flanged ) iinlet 80mm & outlet 65mm, as per is :5290, flanged ends to is:1538.fire hydrant 80 mm dia 40 c.i. single ball type air valve 20 mm dia 41 supply & laying jointing of flanged tee, tailpiece, distance piece, flanged spigot, reducer other specials required for fixing of valves. cost shall be calculated @10% of valve supply amount. 42 carting of following sizes c.i.d. / f sluice valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete including supply of jointing materials. 43 c. i. d / f sluice valve 44 100 mm dia 45 150 mm dia 46 200 mm dia 47 250 mm dia 48 300 mm dia 49 350 mm dia 50 400 mm dia 51 450 mm dia 52 500 mm dia 53 scour valve 80 mm dia 54 fire hydrant 80 mm dia 55 c.i. single ball type air valve 20 mm dia 56 supply of all materials and construction offollowing chambers as per type design with supply of all labour, t&p etc. complete. 57 masonary type chamber with precast concrete opening. 58 fire hydrant chamber withprecast concrete opening. 59 air valve chamber withprecast concrete opening. 60 surface box type withprecast concrete opening. 61 dismentling of following type of road and stacking of useful materials, and disposal of debris upto 8 km lead including supply of all materials, labour, t&p etc. complete. 62 boe road 63 cement concrete road 64 bitumen road 65 interlocking tile road 66 permanent reinstatement of following type road as per specification of pwd / local body. 67 boe road ( with40 % new bricks and 60 % old undamaged serviceable bricks ) 68 c.c. road ( with 125 mm pcc base of 1:4:8 cement: coarse sand: 40 mm stone aggregate and 125 mm cement concrete course of 1:1.5:3 cement: coarse sand: 20 mm stone aggregate ) 69 bitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 70 bitumen road on pwd roads1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 71 interlocking tile road ( 40 % new interlocking tile 80 mm thick m 35 grade and 60 % old serviceable tiles , palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base. ) 72 supply of all materials, labour t&p for shiftingof electric cable 11 / 33 kv supply cable. 73 crossing of road or large nala or structure or road by trenchless method having casing pipe. 74 500 mm dia ms pipe upto 2 mtr depth. 75 construction of rcc thurst block including supply of all material steel etc, labour and t&p 76 100 mm dia 77 150 mm dia 78 200 mm dia 79 250 mm dia 80 300 mm dia 81 350 mm dia 82 400 mm dia 83 450 mm dia 84 500 mm dia 85 supply of all materials, labour t&p and provide drain crossing with ms pipe in casing. 86 with 300 mm dia ms pipe 87 with 400 mm dia ms pipe 88 with 500 mm dia ms pipe 89 rising main 90 supply of d.i. pipes ( k 9 ) offollowing size / wall thickness with i.s. 8329 / 2000 or its latest amendments with jointing materials including for destination and all taxes and insurance etc. complete. 91 200 mm dia di k 9 92 250 mm dia di k 9 93 excavation of earth for pipe line trenches with lift upto 1.5 and lead upto 50m filling back the earth into trenches including watering, ramming and disposal of surplus material with in 50m lead etc. complete. 94 excavation of ordinary soil 95 excavation in mixed soil with bajri, kankar, mooram etc. 96 carting from store to site of work following d.i. pipe with specials, lowering the same into trenches and laying true to alignment and gradient including jointing properly testing of pipe line ( but excluding the cost of trenching and cutting of pipe for making the length ) etc. complete. 97 200 mm dia di k 9 98 250 mm dia di k 9 99 supply and delivery of ci / di flanged end sluice valve pn 1.6 ( mpa ) with body and bonnet of cast iron / ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties and transportation.non rising type 100 200 mm dia 101 250 mm dia 102 carting of following sizes ci sluice valve / air valvefromdepartmental store to site of work lowering the same into trenches and fixing in position andjointing the same with supply of all material and testing etc. complete. 103 200 mm dia 104 250 mm dia 105 supply of all materials and construct following type sluice valve chambers complete as per typedesign. 106 ( a ) masonary type s.v. chamber as per unit estimate 107 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 108 boe road 109 c.c. road 110 bitumen road 111 interlocking 112 reinstatement of following type road charges to be paid to pwd / local body. 113 boe road 114 c.c. road ( with 125 mm pcc base of 1:4:8 cement: coarse sand: 40 mm stone aggregate and 125 mm cement concrete course of 1:1.5:3 cement: coarse sand: 20 mm stone aggregate ) 115 bitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 116 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 117 interlocking tile road ( 40 % new interlocking tile 80 mm thick m 35 grade and 60 % old serviceable tiles , palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base. ) 118 supply of all material, labour, t&p and construct rcc thrust blocks at the bends of di pipeetc. complete. ( as per cpheeo specuification and departmental design ) 119 200 mm dia di pipe 120 250 mm dia di pipe 121 bypass arrangement from rising main to distribution main including supply of sluice valve, a / f tee, ci / di flange spigot, distance piece etc and carting, laying, jointing of all material, specials. this include all material, labour t&p. excluding cost of rising main, its laying jointing and excavation. 122 200 mm to 350 mm dia di k 9 123 250 mm to 500 mm dia di k 9 124 250 mm to 300 mm dia di k 9 125 200 mm to 400 mm dia di k 9 126 200 mm to 500 mm dia di k 9 127 interconnection of rising main with tubewell including supply , carting, laying & jointing of sluice valve, tee, tailpiece, bend and other specials etc. including all labour , material t&p. as per unit estimate 128 200 mm dia 129 house connection in new pipe line 130 residential house connection 131 materials 132 20 mm dia ( od ) hdpe pipe ( 12.5 kg / cm2 ) 133 15 mm dia ( od ) gi pipe class b 134 elbow 15 mmgi for above pipe 135 elbow 20mm ( od ) hdpe 136 providing & supplying of clamp saddle ( di strap saddle ) for house service connections shall be of fastened strap type with threaded outlet for service connection.clamp saddle shall be suitable for nominal size of distribution mains pipe line. the strap shall be elastomer coated ( insulated ) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. the saddle shall be single strap type up to pipe size of nb 600 and service outlet 15mm, 20mm & 25mm. fasteners shall be of threaded nut bolt washer type. the sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. the seal shall be elastomer type, suitable for all potable water application. the material of construction of the body, straps, fasteners etc. shall be non corrosive material sucha as engineering plastic ( pe / pp ) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 s. no. items unit rates in rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. 137 100 nb x 15 mm, 20 mm, 25 mm 138 150 nb x 15 mm, 20 mm, 25 mm 139 200 nb x 15 mm, 20 mm, 25 mm 140 250 nb x 15 mm, 20 mm, 25 mm 141 300 nb x 15 mm, 20 mm, 25 mm 142 350 nb x 15 mm, 20 mm, 25 mm 143 20 mm pp adapter 144 15 mm gi union 145 brass ferrule heavy duty 15 mm size with end cap. 146 brass stop cock heavy duty 15 mm size. 147 labour 148 making ferrule connection in. distribution mainswith saddle piece, service connections, fittings, and fixing of g.m. ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting gi pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, t&p complete as per direction of eic 149 excavation 150 excavation and back filling of pitt and trenches 151 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 152 in c.c. roads 153 in bituminous roads 154 in b.o.e. roads 155 in c.c. interlocking tiles roads 156 reinstatement of following type road as per specification 157 in c.c. roads 158 in bituminous roads nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 159 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 160 in b.o.e. roads 161 in c.c. interlocking tiles roads 162 commercial house connection 163 materials 164 20 mm dia ( od ) hdpe pipe ( 12.5 kg / cm2 ) 165 20 mm dia ( od ) gi pipe class b 166 elbow 20 mmgi for above pipe 167 elbow 20mm ( od ) hdpe 168 providing & supplying of clamp saddle ( di strap saddle ) for house service connections shall be of fastened strap type with threaded outlet for service connection.clamp saddle shall be suitable for nominal size of distribution mains pipe line. the strap shall be elastomer coated ( insulated ) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. the saddle shall be single strap type up to pipe size of nb 600 and service outlet 15mm, 20mm & 25mm. fasteners shall be of threaded nut bolt washer type. the sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. the seal shall be elastomer type, suitable for all potable water application. the material of construction of the body, straps, fasteners etc. shall be non corrosive material sucha as engineering plastic ( pe / pp ) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 s. no. items unit rates in rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. 169 100 nb x 15 mm, 20 mm, 25 mm 170 150 nb x 15 mm, 20 mm, 25 mm 171 200 nb x 15 mm, 20 mm, 25 mm 172 250 nb x 15 mm, 20 mm, 25 mm 173 300 nb x 15 mm, 20 mm, 25 mm 174 350 nb x 15 mm, 20 mm, 25 mm 175 20 mm pp adapter 176 20 mm gi union 177 brass ferrule heavy duty 15 mm size with end cap. 178 brass stop cock heavy duty 15 mm size. 179 labour 180 making ferrule connection in. distribution mainswith saddle piece, service connections, fittings, and fixing of g.m. ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting gi pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, t&p complete as per direction of eic 181 excavation 182 excavation and back filling of pitt and trenches 183 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 184 in c.c. roads 185 in bituminous roads 186 in b.o.e. roads 187 in c.c. interlocking tiles roads 188 reinstatement of following type road as per specification 189 in c.c. roads 190 in bituminous roads nagar nigambitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 191 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 192 in b.o.e. roads 193 in c.c. interlocking tiles roads 194 supply and installation of multijet amr / ami based domestic water meter class b ( 15 mm ) with wi fi wireless metering. cost includes complete setup of automatic meter reading solution. amr module specification shall be approved by department. 195 supply and installation of multijet amr / ami based commercial water meter class b ( 20 mm ) with wi fi wireless metering. cost includes complete setup of automatic meter reading solution. amr module specification shall be approved by department. 196 over head tank 197 supply of all materials labour t&p etc. complete and construction of r.c.c. ( m30 grade ) over head tank of following capacity and staging above ground level with all work complete, including cost of soil testing. all the components of oht will be casted in m30 concrete & specially in m 30 construction of water bearing structure with cement, coarse sand and approved stone grit as per i.s. 11682, i.s.3370 part ( i ) & ( ii ) and i.s.456.minimum depth of foundation below original ground level will be 2.5m. seismic effects and wind load should be taken into consideration as i.s. 1893 for earthquake resistance and as per i.s. 875 part iii for wind load on structure ( this area is in seismic zone iv and high damage risk zone for wind ) .the cost of oht should be quoted assuming the bearing capacity of soil as 8 m.t.per sqm. including 1m wide rcc staircase from ground level to balcony. m.s. ladder made of 50x50x6 mm angle section and 20mm plain m.s. bars ( specification of m.s. should be as per is 800 2007 ) with hand rails of 20mm medium class g.i. pipes on both sides in three rows from balcony to top dome resting on an rcc platform ( 75cmx75cm and 10cm thick ) projecting from top ring beam and one aluminum ladder inside the tank body ( from manhole in top dome to bottom as per design and specification approved by engineer in charge. 1 m wide r.c.c. m25 balcony around the tank at the junction point of vertical wall and conical wall. proper railing of 20mm dia medium class g.i. pipe ( in 3 rows ) on both sides of stair case, around the balcony, at each landing and from landing with top ring beam upto manhole on the top dome and at the periphery of top dome. the g.i. pipes will be supported on m.s. posts made ofor rcc post, spaced at intervals not more than 1.5m.proper ventilator at top dome in circular shape of 1.2 m dia. along with an r.c.c. cover of minimum 1.50m dia and with mosquito net of standard quality along with expanded metaled jali between top dome and rcc cover. water level indicator fabricated with good quality minimum45mm x 45mm x 6mmm.s. angle with indicator board scale made 50x50x6mm m.s. angle section, of 3mm thick m.s. plate should have a clear width of minimum 25cm painted with good paint with brass wire rope, pulley, copper ball float, pointer etc.lightening conductor should be as per i.s.s.2309 or its latest amendments of latest electricity rules. c.i. manhole cover of min 60x60cm size with locking arrangement, supply, fixing & jointing of c.i.d. / f pipes ( for inlet, outlet, washout and overflow pipes ) and specials, duck foot bend and fixing of the sluice valve at outlet and wash put pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm pcc 1:2:4 over 75 mm pcc 1:4:8, apex painting on outer surface of oht, painting on ms ladder, railing, vertical pipe etc. as per approved make; excavation in all type of soil and all other works required for proper and complete construction of oht, testing of tank for water tightness as per the satisfaction of engineer in charge. 198 rinmochan operation zone 199 for 1300kl capacity / 26 m, staging 200 meerapur operation zone 201 for 1900kl capacity / 23m, staging 202 maniramdas operation zone 203 for 2400kl capacity / 24m, staging 204 construction of new pumphouse ( 3.6 x 3.0 m ) cum chlorinator ( size 2.8 x 1.8 m ) as per departmental drawing & design. 205 construction of boundary wall around stp and sump / pump house as per type design including supply of all materials, labour, tools and plants etc. complete. 206 supply & fixing of 3.60 m wide ms gate and 1.2 m wide ms gate including fabrication and supply of steel and construction of boundary pillars all complete. 207 earth filling in plinth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. this include supply of earth from 12 km lead. 208 construction of interlocking approach road including supply of all materials, labour, tools and plants etc. complete. including construction of sub base ( p.c.c. 1:6:12 ( 75mm thick ) ) and c.c. edging of 100 mm height. interlocking tiles shall be rubber moulded80 mm thick minimum m 35 grade. 209 water works campus development including landscaping, horticulture in minimum 30% of land as per direction of engineer in charge. 210 renovation of old pumphouse ( 3.6x3 m ) cum chlorinator and boundary wall ( upto 30 mtr length including all brickwork, cc, plaster, painting complete etc. ) 211 construction ofadmin building with training center.rate is per sqm of plinth area. building shall be rcc framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings ( min 20 fan, min 10 exhaust fans , min. 10 nos a.c., min. 100 leds, min 3 led displays 43 inch size etc. ) , required fall / wall panneling, . all specification shall be conforming to pwd / cpwd / c&ds building specification. 212 construction ofmaster control station.rate is per sqm of plinth area. building shall be rcc framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings. all specification shall be conforming to pwd / cpwd / c&ds building specification. 213 construction of booster pump room as per department approved drawing and design rate per sqm of plinth area. 214 zone 1 awadhpuri 1200 lpm 60 m head 215 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 216 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 217 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 218 supply of tw assembly of mserw pipe including carting, loading & unloading 219 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 220 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 221 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 222 drilling of bore ( including water arrangement ) for each tw 223 logging of bore 224 drilling of 600mm dia bore from g.l. to 65m bgl. 225 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 226 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 227 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 228 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 229 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 230 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 231 development of tubewell 232 cutting of tw cover and rewelding for compressor 233 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 234 cutting of tw cover and rewelding for op unit works 235 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 236 chemical and bacteriological test 237 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 238 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 239 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 240 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 241 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 242 trial & run of pumping plant 243 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 244 supply, installation testing & commissioningof scada for new, reboret / w & oht 245 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 246 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 247 zone 2 balgangadhar tilak 1200 lpm 48 m head 248 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 249 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 250 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 251 supply of tw assembly of mserw pipe including carting, loading & unloading 252 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 253 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 254 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 255 drilling of bore ( including water arrangement ) for each tw 256 logging of bore 257 drilling of 600mm dia bore from g.l. to 65m bgl. 258 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 259 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 260 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 261 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 262 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 263 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 264 development of tubewell 265 cutting of tw cover and rewelding for compressor 266 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 267 cutting of tw cover and rewelding for op unit works 268 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 269 chemical and bacteriological test 270 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 271 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 272 1200 lpm, 48 m head 2900 rpm, 25 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 273 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 274 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 275 trial & run of pumping plant 276 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 277 supply, installation testing & commissioningof scada for new, reboret / w & oht 278 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 279 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 280 zone 3 rinmochan ghat 1200 lpm 60 m head 281 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 282 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 283 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 284 supply of tw assembly of mserw pipe including carting, loading & unloading 285 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 286 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 287 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 288 drilling of bore ( including water arrangement ) for each tw 289 logging of bore 290 drilling of 600mm dia bore from g.l. to 65m bgl. 291 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 292 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 293 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 294 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 295 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 296 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 297 development of tubewell 298 cutting of tw cover and rewelding for compressor 299 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 300 cutting of tw cover and rewelding for op unit works 301 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 302 chemical and bacteriological test 303 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 304 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 305 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 306 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 307 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 308 trial & run of pumping plant 309 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 310 supply, installation testing & commissioningof scada for new, reboret / w & oht 311 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 312 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 313 zone 4 meerapur 1200 lpm 60 m head 314 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 315 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 316 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 317 supply of tw assembly of mserw pipe including carting, loading & unloading 318 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 319 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 320 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 321 drilling of bore ( including water arrangement ) for each tw 322 logging of bore 323 drilling of 600mm dia bore from g.l. to 65m bgl. 324 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 325 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 326 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 327 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 328 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 329 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 330 development of tubewell 331 cutting of tw cover and rewelding for compressor 332 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 333 cutting of tw cover and rewelding for op unit works 334 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 335 chemical and bacteriological test 336 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 337 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 338 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 339 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 340 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 341 trial & run of pumping plant 342 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 343 supply, installation testing & commissioningof scada for new, reboret / w & oht 344 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 345 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 346 zone 5 maniramdas 1200 lpm 60 m head 347 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 348 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 349 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 350 supply of tw assembly of mserw pipe including carting, loading & unloading 351 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 352 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 353 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 354 drilling of bore ( including water arrangement ) for each tw 355 logging of bore 356 drilling of 600mm dia bore from g.l. to 65m bgl. 357 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 358 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 359 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 360 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 361 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 362 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 363 development of tubewell 364 cutting of tw cover and rewelding for compressor 365 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 366 cutting of tw cover and rewelding for op unit works 367 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 368 chemical and bacteriological test 369 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 370 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 371 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 372 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 373 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 374 trial & run of pumping plant 375 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 376 supply, installation testing & commissioningof scada for new, reboret / w & oht 377 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 378 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 379 zone 6 hanuman garhi 1200 lpm 48 m head 380 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 381 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 382 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 383 supply of tw assembly of mserw pipe including carting, loading & unloading 384 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 385 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 386 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 387 drilling of bore ( including water arrangement ) for each tw 388 logging of bore 389 drilling of 600mm dia bore from g.l. to 65m bgl. 390 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 391 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 392 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 393 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 394 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 395 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 396 development of tubewell 397 cutting of tw cover and rewelding for compressor 398 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 399 cutting of tw cover and rewelding for op unit works 400 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 401 chemical and bacteriological test 402 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 403 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 404 1200 lpm, 48 m head 2900 rpm, 25 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 405 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 406 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 407 trial & run of pumping plant 408 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 409 supply, installation testing & commissioningof scada for new, reboret / w & oht 410 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 411 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 412 zone 7 jalkal vibhag 1200 lpm 60 m head 413 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 414 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 415 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 416 supply of tw assembly of mserw pipe including carting, loading & unloading 417 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 418 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 419 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 420 drilling of bore ( including water arrangement ) for each tw 421 logging of bore 422 drilling of 600mm dia bore from g.l. to 65m bgl. 423 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 424 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 425 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 426 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 427 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 428 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 429 development of tubewell 430 cutting of tw cover and rewelding for compressor 431 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 432 cutting of tw cover and rewelding for op unit works 433 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 434 chemical and bacteriological test 435 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 436 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 437 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 438 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 439 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 440 trial & run of pumping plant 441 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 442 supply, installation testing & commissioningof scada for new, reboret / w & oht 443 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 444 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 445 supply, installation testing & commissioningof scada mcs ( master control station ) for each dma of all zones 446 scada mcs ( master control station ) complete in all respect...

North Central Railway - Uttar Pradesh

36936567 supply of stator slot wedge as per drawing no. 4 twd.096.050 alt. 2 zn 02148 as per drg.no. 4twd.096.050 alt. 2 specn: zn 02148 [ warranty period: 30 months after the date of delivery ] => limited...

Meja Urja Nigam Private Limited - Uttar Pradesh

36930899 procurement of generator wedge and generator gaskets , set of gaskets for gen 660mw assembly , gen stator wedge, drg: 2kc115800, p / n p002 , gen stator wedge, drg: 2kc115800, p / n p003 , gen stator wedge, drg: 2kc115800, p / n p004 , gen stator wedge, drg: 2kc115800, p / n p005 , gen stator wedge, t3, 2kc115800, p / n p006 , gen stator wedge, t5, 2kc115800, p / n p007 , gen sliding board, dr 2kc115800, p / n p014 , gen sliding board, dr 2kc115800, p / n p015 , gen isl pin, dr 4kc140855, p / n p020 , gen slot filler ( t0.33 ) , dr 4kc140855 , gen slot filler ( t3 ) , dr 4kc140855 , gen slot filler ( t1.6 ) , dr 4kc140855 , gen slot filler ( t0.8 ) , dr 4kc140855 , gen slot filler ( t0.33 ) , dr 4kc140855 , gen slot filler ( t0.11 ) , dr 4kc140855 , gen sliding board, dr 2kc115800, p / n p012...

Ministry Of Petroleum And Natural Gas - Uttar Pradesh

36921353 bids are invited for procurement of belts and pulleys installed 1 5408483753 belt, type: v, wedge section v belts , section: spc 3750, top width 22 mm, thikness 18mm, nominal length: 3750 mm, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 124 2 5408482653 belt, type: v, wedge section v belts , section: spc 2650, top width 22 mm, thikness 18mm, nominal length: 2650 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 20 3 5408483553 belt, type: v, wedge section v belts , section: spc 3550, top width 22 mm, thikness 18mm, nominal length: 3550 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 25 4 5408090823 belt, type: v, classical section v belts, section: b 82, top width 17 mm, thikness 11mm, nominal length: 82 inch, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 16 5 5408090793 belt, type: v, classical section v belts, section: b 79, top width 17 mm, thikness 11mm, nominal length: 79inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 2 6 5408090983 belt, type: v, classical section v belts, section: b 98, top width 17mm, thikness 11mm, nominal length: 98 inch, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 9 7 5412212003 belt , type: v, high capacity narrow v belts, section: 5v 2000, top width 17 mm, thikness14mm, nominal length: 2000 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to rma ip 22, iso 4183, iso 4184, bs 3790, api 1b ea 15 8 5408802123 belt, type: section xpa 2120 material specification: oil and heat resistant anti stactic properties reinforced polyester cord standard is 2494 bs 1440 iso 4184 / din 7753. ea 2 9 5408482803 belt, type: v, wedge section v belts , section: spc 2800, top width 22 mm, thikness 18mm, nominal length: 2800 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 48 10 5408080703 belt, type: v, classical section v belts, section: a70, top width 13mm, thikness 8mm, nominal length: 70 inch, angle:40º, material specification:oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 1 11 5408090443 belt, type: v, classical section v belts, section: b 44, top width 17mm, thikness 11mm, nominal length: 44 inch, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 4 12 5408090643 belt, type: v, classical section v belts, section: b 64, top width 17 mm, thikness 11mm, nominal length:64inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 6 13 5408080683 belt, type: v, classical section v belts, section: a68, top width 13 mm, thikness 8mm, nominal length: 68inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 14 14 5408090843 belt, type: v, classical section v belts, section: b 84, top width 17mm, thikness 11mm, nominal length: 84 inch, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 4 15 5408483003 belt, type: v, wedge section v belts , section: spc 3000, top width 22 mm, thikness 18mm, nominal length: 3000 mm, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 36 16 5412212243 belt, type: v, high capacity narrow v belts, section: 5v 2240, top width 17 mm, thikness 14mm, nominal length: 2240 mm, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to rma ip 22, iso 4183, iso 4184, bs 3790, api 1b ea 20 17 5408080313 belt, type: v, classical section v belts, section: a31, top width 13mm, thikness 8mm, nominal length: 31 inch, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 16 18 5408090653 belt, type: v, classical section v belts, section: b 65, top width 17mm, thikness 11mm, nominal length: 65 inch, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 24 19 5408091343 belt for lldpe 1 plant, type: v, classical section v belts, section:b 134, top width 17 mm, thiknes s 11mm, nominal length:134 inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 16 20 5408472363 belt, type: v, wedge section v belts, section: spb 2360, top width 17 mm, thikness 14mm, nominal length: 2360 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 64 21 5408472683 belt, type: v, wedge section v belts, section: spb 2680, top width 17 mm, thikness 14mm, nominal length: 2680 mm, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 30 22 5408472803 belt, type: v, wedge section v belts , section: spb 2800, top width 17 mm, thikness 14mm, nominal length: 2680 mm, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 32 23 5408473003 belt, type: v, wedge section v belts , section: spb 3000, top width 17 mm, thikness 14mm, nominal length: 3000 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 40 24 5408474003 belt, type: v, wedge section v belts, section: spb 4000, top width 17 mm, thikness 14mm, nominal length: 3000 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 24 25 5408482503 belt, type: v, wedge section v belts , section: spc 2500, top width 22 mm, thikness 18mm, nominal length: 2500 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 15 26 5415420563 belt, type: synchronous, high torque drive ( htd ) belts, belt with integrally moulded teeth, section: htd 2400 8m 85mm, width 85mm, pitch 8mm, pitch length: 2400 mm, no. of teeth:300, fibre glass cord, standard confirms to bs 4548, iso 13050, iso 5294 & iso 5296 ea 12 27 5415420743 belt, type: synchronous, high torque drive ( htd ) belts, belt with integrally moulded teeth, section: htd 3150 14m 85 mm, width 85mm, pitch 14mm, pitch length: 3150 mm, no. of teeth:225, fibre glass cord, standard confirms to bs 4548, iso 13050, iso 5294 & iso 5296 ea 8 28 5408540513 belt, type: classical raw edge cogged v belt, section: bx 51, top width 17 mm, thikness 11mm, nominal length: 51 inch, angle: 36º / 38º, material specification: oil and heat resistant, anti stactic properties, specially heat treated and high modulus – low stretch ( hmls ) polyester cord , standard confirms to is 2494, bs 3790, iso 4184, din 7753 ea 5 29 5412215593 v belt , 4h5v 1500 la, high capacity banded v belts, cross section 5v, no of ribs: 04 ( 4 in 1 type ) , top width / rib 15.8 mm, thickness 16mm ea 6 30 5408721873 belt type: synchronous, timing belt, section: zr 187l, width: 1, pitch:3 / 8, pitch length: 18.75 inch, no. of teeth: 50 ea 3 31 5415602603 belt, type: synchronous, high torque drive ( htd ) belts, belt with integrally moulded teeth, section: htd 2590 14m 40 mm, width 40mm, pitch 14mm, pitch length: 2590 mm, no. of teeth:185, fibre glass cord, standard confirms to bs 4548, iso 13050, iso 5294 & iso 5296 ea 8 32 5408475693 belt, type: v, wedge section v belts , section: spb 2410, top width 17 mm, thikness 14mm, nominal length: 2410 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 2 33 5408080403 belt, type: v, classical section v belts, section: a40, top width 13 mm, thikness 8mm, nominal length: 41inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 4 34 5412215583 belt, type: 5v , material specification:, oil and heat resistant, anti static properties, reinforced polyester cord, standard, is 2494, bs 1440, iso 4184 / din 7753., model: 5v 1800 mm, ea 10 35 5408484753 belt, type: v, wedge section v belts , section: spc 4750, top width 22 mm, thikness 18mm, nominal length: 4750 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 8 36 5408485933 belt, type: v, wedge section v belts , section: spc 5400, top width 22 mm, thikness 18mm, nominal length: 5400 mm, angle:40º, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 8 37 5408484503 belt, type: v, wedge section v belts, section: spc 4500, top width 22 mm, thikness 18mm, nominal length: 4500 mm, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din 7753 part 1 ea 8 3 8 5412215573 belt, type: high performance kraft banded wedge v belts, no. of ribs:5 ( 5 in 1 type ) , red power3 kraftbands, specification: 5 5v 1700, 15j x 4318mm ( la ) , top width 15 mm, thikness 15.1mm, outside length: 4318 mm, material specification: oil and heat resistant, anti stactic properties, reinforced polyester cord, standard confirms to iso 5290 and arpm / mpta ip 22 ea 1 39 5408099093 belt, type: v, classical section v belts, section: b 55, top width 17 mm, thikness 11mm, nominal length:55inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 2 40 5415602623 belt, type: poly chain gt synchronus belt , section:8mgt 1120 12, pitch: 8mm, length : 1120 mm, top width 12 mm, number of teeth :140, material specification: oil and heat resistant, anti stactic properties, carbon fiber tensile cords, standard confirms to bs 4548, iso 13050, iso 5294 & iso 5296 ea 7 41 5408090533 belt, type: v, classical section v belts, section: b 53, top width 17 mm, thikness 11mm, nominal length:53inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 16 42 5412215603 banded v belt, section 5v1800 / 05 , series: 5v, number of bands: 5, width per band: 5 / 8 inch, approximate overall width: 3.125 in ea 4 43 5408100893 belt, type: v, classical section v belts, section: c86, top width 22 mm, thikness 14mm, nominal length: 86 inch, angle:40º, material specification: oil and heat resistant, anti static properties, reinforced polyester cord, standard confirms to iso 4184, din:2215 ea 9 44 5442200133 pulley for blower gb 101, belt type spb, no. of grooves 6, od 566mm, width 120mm ea 1 45 5442200123 pulley for motor gb 101, belt type spb, no. of grooves 6, od 398mm, width 120mm ea 1 46 5442203013 pulley for blower gb 105, belt type spb, no. of grooves 5, od 287mm, width 101mm ea 1 47 5442203003 pulley ( with pilot bore taper lock ) for blower gb 170, belt type spb, no. of grooves 5, od 243mm, width 101mm ea 1 48 5442203023 pulley ( with pilot bore taper lock ) for motor gb 170, belt type spb, no. of grooves 5, od 407mm, width 101mm ea 1 49 5442210123 pulley ( with pilot bore taper lock ) for blower gb 303, belt type spc, no. of grooves 5, od 260mm, width 130mm ea 2 50 5442210133 pulley ( with pilot bore taper lock ) for motor gb 303, belt type spc, no. of grooves 5, od 365mm, width 130mm ea 1 51 5442210143 pulley ( with pilot bore taper lock ) for blower gb 304, belt type spc, no. of grooves 8, od 365mm, width 205mm ea 1 52 5442210153 pulley ( with pilot bore taper lock ) for motor gb 304, belt type spc, no. of grooves 8, od 345mm, width 205mm ea 1 53 5442202013 pulley ( with pilot bore taper lock ) for blower gb 308, belt type spb, no. of grooves 4, od 231mm, width 79m m ea 1 54 5442202023 pulley ( with pilot bore taper lock ) for motor gb 308, belt type spb, no. of grooves 4, od 306mm, width 79mm ea 2 55 5442210183 pulley for blower gb 315, belt type spc, no. of grooves 4, od 247.6mm, width 105mm ea 1 56 5442202003 pulley for blower gb 318, belt type spb, no. of grooves 4, od 187mm, width 82mm ea 2 57 5442202033 pulley ( with pilot bore taper lock ) for motor gb 318, belt type spb, no. of grooves 4, od 362mm, width 82mm ea 1 58 5442252483 pulley ( with pilot bore taper lock ) for fan ec 202, belt type: htd 2400 8mm 85mm, od 425mm, width 95mm ea 3 59 5442252503 pulley ( with pilot bore taper lock ) for motor ec 202, belt type htd 2400 8mm 85mm, od 110mm, width 95mm ea 2 60 5442253533 pull ey, ( with pilot bore taper lock ) htd ser, 140 od x 55w, 2590 14mgt 40 ea 1 61 5442253513 pull ey, ( with pilot bore taper lock ) htd, 640odx55w, 2590 14mgt 40 ea 1 62 5442401303 pulley pitch dia – 250 mm, section – spc with taper lock bush ( pilot bored ) , number of v belt grooves – 5, for eqpt tag no. 15 kb 451a / b ea 1 63 5442401883 pulley pitch dia – 355 mm, section – spc with taper lock bush ( pilot bored ) , number of v belt grooves – 5, for eqpt tag no. 15 kb 451a / b motor ea 1 64 5442401093 pulley pitch dia – 125 mm, section – b with taper lock bush ( pilot bored ) , number of v belt grooves – 6, for eqpt tag no. 15 kb 461 ea 1 65 5442401103 pulley pitch dia – 150 mm, section – b with taper lock bush ( pilot bored ) , number of v belt grooves – 6, for eqpt tag no. 15 kb 461 motor ea 1 66 5442400203 pulley pitch dia –280 mm, section – spc with taper lock bush ( pilot bored ) , number of v belt grooves – 6, for eqpt tag no. 18 kb 401a / b. ea 1 67 5442080253 pulley pitch dia ( fan ) – 170 mm, section – b without taper lock bush ( pilot bored ) , number of v belt grooves – 2, for eqpt tag no. 18 kb 402 ea 1 68 5442241074 pulley pitch dia ( rotor ) – 800 mm, section – 5v ( rib ) with pilot bored hub, , number of v belt grooves – 3, eqpt tag no. 18 gz 404 ea 1 69 5442401113 pulley pitch dia – 150 mm, section – b with taper lock bush ( pilot bored ) , number of v belt grooves – 3, for eqpt tag no. 18 ahu 1, 2&4...

Indian Army - Uttar Pradesh

36807820 supply of medical stores to base hospital lucknow for supply of medical stores to base hospital lucknow fy 2022 23 , supply of medical stores , single use operating gown (sterile) waterproof wrap around type. aami/bis level 4 protection. it should be made of breathable material with low lint andreinforced waterproofing on chest, abdomen and arms. it should be usfda and ce certified. aami level 4 protection. medium. , single use operating gown (sterile) waterproof wrap around type. aami/bis level 4 protection. it should be made of breathable material with low lint and reinforced waterproofing on chest, abdomen and arms. it should be usfda and ce certified.large. , single use operating gown (sterile) waterproof wrap around type. aami/bis level 4 protection. it should be made of breathable material with low lint and reinforced waterproofing on chest, abdomen and arms. it should be usfda and ce certified.extra large , short proximal femoral nail 130/135°, 170/200/240 mm cannulated, 11 mm dia with 1 x 8 9 mm hip screw and 1 x 6 7 mm derotation screw and 1 x 4.9mm locking bolts and end cap,titanium complete construct , short proximal femoral nail 130/135°, 170/200/240 mm cannulated, 9 mm dia with 1 x 8 9 mm hip screw and 1 x 6 7 mm derotation screw and 1 x 4.9mm locking bolts and end cap,titanium complete construct , short proximal femoral nail 130/135°, 170/200/240 mm cannulated, 10 mm dia with 1 x 8 9 mm hip screw and 1 x 6 7 mm derotation screw and 1 x 4.9mm locking bolts and end cap,titanium complete construct , supra condylar / distal femoral nail femur 11 mm dia, 300 to 440 mm length with 2 x 5.0 mm locking bolt, 1 x 12.5mm dia spiral blade and 2 x 6.0 mm locking bolts and end cap, complete construct. sterile packing. it should be usfda and ce certified, mri safe. , supra condylar / distal femoral nail femur 10 mm dia, 300 to 440 mm length with 2 x 5.0 mm locking bolt, 1 x 12.5mm dia spiral blade and 2 x 6.0 mm locking bolts and end cap, complete construct. sterile packing. it should be usfda and ce certified, mri safe , lcp olecranon plate 3.5 mm right/left6/7 holes in shaft with 7 locking and 2 cortical screws complete construct. implants should be usfda and ce (european) certified, mri safe. , 3.5 mm lcp clavicular hook plates (titanium) for left and right side, 12/15/18mm hook depth,4 holes, 3 locking and 1 cortical screws complete construct. , 3.5 mm lcp clavicular hook plates(titanium) for left and right side, 12/15/18mm hook depth,5 holes, 3 locking and 2 cortical screws complete construct. , 3.5 mm lcp clavicular hook plates(titanium) for left and right side, 12/15/18mm hook depth,6 holes, 3 locking and 2 cortical screws complete construct. , 3.5mm locking proximal humerus periarticular plate (anatomically contoured right/left) with 3/4 holes in shaft and option of atleast 6 locking holes for proximal fragment and holes for fixation of rotator cuff with7 locking and 2 cortical screws complete construct. implants should be usfdaand ce (european) certified, mri safe. , 3.5mm locking proximal humerus periarticular plate (anatomically contoured right/left) with 9/10 holes in shaft and option of atleast 6 locking holes for proximal fragment and holes for fixation of rotator cuff with9 locking and 2 cortical screws complete construct. implants should be usfdaand ce (european) certified, mri safe. , 3.5mm locking proximal humerus periarticular plate (anatomically contoured right/left) with 5/6 holes in shaft and option of atleast 6 locking holes for proximal fragment and holes for fixation of rotator cuff with7 locking and 2 cortical screws complete construct. implants should be usfdaand ce (european) certified, mri safe. , closed loop cortical suspension button with loop size 15mm for soft tissue graft fixation during acl reconstruction (loop made of continuous polyester/braided polyethylene). includes one lead suture and one flipping suture (colour coded). implants should be usfdaand ce (european) certified, mri safe. sterile packed , closed loop cortical suspension button with loop size 20mm for soft tissue graft fixation during acl reconstruction (loop made of continuous polyester/braided polyethylene). includes one lead suture and one flipping suture (colour coded). implants should be usfdaand ce (european) certified, mri safe. sterile packed , closed loop cortical suspension button with loop size 25 mm for soft tissue graft fixation during acl reconstruction (loop made of continuous polyester/braided polyethylene).includes one lead suture and one flipping suture (colour coded). implants should be usfdaand ce (european) certified, mri safe. sterile packed , closed loop cortical suspension button with loop size 30 mm for soft tissue graft fixation during acl reconstruction (loop made of continuous polyester/braided polyethylene).includes one lead suture and one flipping suture (colour coded). implants should be usfdaand ce (european) certified, mri safe. sterile packed , closed loop cortical suspension button with loop size 35 mm for soft tissue graft fixation during acl reconstruction (loop made of continuous polyester/braided polyethylene). includes one lead suture and one flipping suture (colour coded). implants should be usfdaand ce (european) certified, mri safe. sterile packed , lcp for proximal postero medial tibia 3.5mm , 3 holes in the head of the plate, 2/3 holes in the metaphysis/shaft, with compatible 4 locking head and 2 cortical screws complete construct. sterile packing. implants should be usfda and ce certified, mri safe , lcp for proximal postero medial tibia 3.5mm , 3 holes in the head of the plate, 4/5 holes in the metaphysis/shaft, with compatible 4 locking head and 2 cortical screws complete construct. sterile packing. implants should be usfda and ce certified, mri safe , lcp for proximal postero medial tibia 3.5mm , 3 holes in the head of the plate, 6/7 holes in the metaphysis/shaft, with compatible 5 locking head and 2 cortical screws complete construct. sterile packing. implant should be mri safe. it should be usfda and ce certified, mri safe. , lcp for proximal postero medial tibia 3.5mm , 3 holes in the head of the plate, 8/9 holes in the metaphysis/shaft, with compatible 5 locking head and 2 cortical screws complete construct. sterile packing. implant should be mri safe. it should be usfda and ce certified, mri safe. , titanium elastc nails 2.5 to 4.5mm dia (increments of 0.5mm). , meniscal repair system with trigger based positive deployment of 2 peek implants loaded with preknotted uhmwpe braided suture with adjustible depth limiter for arthroscopic all inside meniscal repair profile curved. implants should be usfda / ce (european) certified. , 2.4/2.7 mm volar distal radius locking plate with 5 holes in horizontal/oblique distal part in a single row and 2/3 holes in longitudinal part of plate with 5 x locking and 2 x cortical screws complete construct. implants should be usfda and ce (european) certified, mri safe. , 2.4/2.7 mm volar distal radius locking plate with 5 holes in horizontal/oblique distal part in a single row and 4/5 holes in longitudinal part of plate with 5 x locking and 3 x cortical screws complete construct. implants should be usfda and ce (european) certified, mri safe. , 2.4/2.7 mm volar distal radius locking plate with 5 holes in horizontal/oblique distal part in a single row and 6/7 holes in longitudinal part of plate with 6 x locking and 3 x cortical screws complete construct. implants should be usfda and ce (european) certified, mri safe. , ao patternlocking compression plates 7 holes 3.5mm with 5 x 3.5mm locking and 2 x 3.5mm cortical screws .complete construct. material 316l stainless steel.implant should be mri safe. , suture passer 45° right/left with nitinol lasso/pds strand with thumb pad for advancement/retraction,sterile disposable packing. implants should be usfda / ce (european) certified. , dressing. sterile packed, conformable, absorbant, non woven,low adherent pad, rounded corners, easy peel slit protector paper, approx 10cm x 08cm (primapore or equivalent) , dressing. sterile packed, conformable, absorbant, non woven,low adherent pad, rounded corners, easy peel slit protector paper, approx 10cm x 20cm (primapore or equivalent) , disposable tie on face mask (4 ply) with fog free fluid shield visor (compliant with iso 22609 & en14683 standards) , iodophor impregnated sterile adhesive incise drape 60x85cm,usfda approved, 10% variation in size acceptable , lcp for proximal medial tibia 3.5mm , 3 holes in the head of the plate, 8/9 holes in the metaphysis/shaft, with compatible 6 locking head and 2 cortical screws complete construct.implants should be usfda and ce certified, mri safe. , calibrated drill bits 3 fluted solid h.s.s. (130 150 mm length) 2.5 mm, compatible with quick coupling drive. 316lvm stainless steel. , calibrated drill bits 3 fluted (solid) h.s.s. (130 150 mm length) 2.7 mm, compatible with quick coupling drive. 316lvm stainless steel. , calibrated cannulated 4 fluted drill bits h.s.s. (175 200mm length) 2.5 mm, 3 or 4 faced chuck end. 316lvm stainless steel. , calibrated cannulated 4 fluted drill bits h.s.s. (175 200mm length) 4.5 mm, 3 or 4 faced chuck end. 316lvm stainless steel. , wire (kirschner) 20 cm long x 2.0 mm dia. 316lvm stainless steel. , sterile disposable knee arthroscopy drapes pack with fluid collection bag with suction port and tube holders water proof breathable material with reinforced anesthesia screen. it should be us fda & ce approved. , hip arthroplasty drape set (compliant with aami pb70 2012 level 4 standards) consisting of four instrument trolley covers (150 cm x 200 cm), three or more disposable paper hand towels, u drape sheet with adhesive margins (225 x 250 cm), hip drape sheet with oval conformable fenestration, absorbent reinforcement (225 x 325 cm), two cautery/suction tube bags (10% variation in size acceptable); one waterproof stockinette, compliance with standards certification required to be submitted for technical evaluation. usfda approved/registered, up to 10% variation in size acceptable. , ao patternlocking compression plates 7 holes 3.5mm with 5 x 3.5mmlocking and 2 x 3.5mm cortical screws titanium complete construct. , schanz screws 4.5mm (self tapping), 25 30mm threading , 150 175 mm length stainless steel. material 316 lvm stainless steel. , cannulated tibial nails for fractures of proximal/distal third tibia with 5 x 5 mm locking bolts, dia 10/10.5 mm. length 280 to 400mm ( 15/20 mm imcrements) with 5/6 proximal locking options and 4 distal locking options with end cap, complete construct. sterile packing. implants should be usfda and ce certified, mri safe. , cannulated tibial nails for fractures of proximal/distal third tibia with 5 x 5 mm locking bolts, dia 9/9.5 mm. length 280 to 400mm ( 15/20 mm imcrements) with 5/6 proximal locking options and 4 distal locking options with end cap, complete construct. sterile packing. implants should be usfda and ce certified, mri safe. , cannulated tibial nails for fractures of proximal/distal third tibia with 5 x 4 mm locking bolts, dia 8/8.5mm. length 280 to 400mm ( 15/20 mm imcrements) with 5/6 proximal locking options and 4 distal locking options with end cap, complete construct. sterile packing. implants should be usfda and ce certified, mri safe. , cannulated tibial nails for fractures of proximal/distal third tibia with 5 x 5 mm locking bolts, dia 11/11.5 mm. length 280 to 400mm ( 15/20 mm imcrements) with 5/6 proximal locking options and 4 distal locking options with end cap, complete construct. sterile packing. implants should be usfda and ce certified, mri safe. , ao pattern 4.0 mm partially threaded cannulated cancellous screws 20 to 80 mm length with washer titanium, should be mri safe. , ao pattern 4.0 mm partially threaded cannulated cancellous screws 20 to 80 mm length with washer. material 316lvm stainless steel, should be mri safe. , end cutter shaver blades for arthroscopoic shaver system. implants should be usfda / ce (european) certified, sterile packed disposable.should be compatible with smith nephew shaver system. box of 6 , knee arthroplasty drape set (compliant with aami pb70 2012 level 4 standards) consisting of four instrument trolley covers(150 cm x 200 cm), three or more disposable paper hand towels, u drape sheet with adhesive margins (225 x 250 cm), o drape sheet with round conformable fenestration and absorbent reinforcement (225 x 325 cm), two cautery/suction tube bags (10% variation in size acceptable); one waterproof stockinette, compliance with standards certification required to be submitted for technical evaluation. usfda approved/registered. up to 10% variation in size acceptable. , synthetic bone graft wedges sterile packed. usfda and ce approved. , powder free gamma sterilized natural rubber latex, brown operating gloves with textured outer surface and polymer coated dermasheild technology inner surfece (minimum thickness 0.3 mm) size 7.5 , braided dyed polyglactin for orthopaedic surgery size no 1, 90 cm long thread with taper cut heavy needle.usfda approved , sterile disposable universal extremity drape with conforming circular fenestration & tube holders, 90” x 124” (compliant with iso 11607 2, iso 11810 1standards) 10% variation in size acceptable, it should be usfda and ce certified. , non adhesive elastic reusable compression crepe bandage 15 cm x 4.5 m (100% cotton and autoclavable) , non adhesive elastic reusable compression crepe bandage 10 cm x 4.5 m (100% cotton and autoclavable) , 2.7/3.0 mm headlessvariable pitch threaded compression screw titanium 12 to 50 mm length.it should be usfdaand ce (european) certified, should be mri safe. , skin stapler with 35/ 55 stainless staples , interlocking cannulated tibial nails with compatible 4 locking bolts, dia 8/8.5 mm. length 280 to 400mm ( 15/10 mm imcrements) and end cap, complete construct. sterile packing. it should be usfda and ce certified, mri safe. , interlocking cannulated tibial nails with compatible 4 locking bolts, dia 9/9.5mm. length 280 to 400mm ( 15/10 mm imcrements) and end cap, complete construct. sterile packing. it should be usfda and ce certified, mri safe. , interlocking cannulated tibial nails with compatible 4 locking bolts, dia 10/10.5 mm.length 280 to 400mm ( 15/10 mm imcrements) and end cap, complete construct. sterile packing. it should be usfda and ce certified, mri safe. , interlocking cannulated tibial nails with compatible 4 locking bolts, dia 11/11.5 mm. length 280 to 400mm ( 15/10 mm imcrements) and end cap, complete construct. sterile packing. it should be usfda and ce certified, mri safe. , interlocking cannulated tibial nails with compatible 4 locking bolts, dia 12/12.5 mm. length 280 to 400mm ( 15/10 mm imcrements) and end cap, complete construct. sterile packing. it should be usfda and ce certified, mri safe. , cemented bipolar hip prosthesis with double/triple tapered cobalt chrome polished collarless femoral stem (12/14 taper), 41/42 mm bipolar head cobalt chrome outer shell with eto sterilized uhmwpe liner and cobalt chrome femoral head, including centralizer, cement restrictor, cement syringe with rubber dam for pressurization , cemented bipolar hip prosthesis with double/triple tapered cobalt chrome polished collarless femoral stem (12/14 taper), 43/44 mm bipolar head cobalt chrome outer shell with eto sterilized uhmwpe liner and cobalt chrome femoral head, including centralizer, cement restrictor, cement syringe with rubber dam for pressurization , cemented bipolar hip prosthesis with double/triple tapered cobalt chrome polished collarless femoral stem (12/14 taper), 45/46 mm bipolar head cobalt chrome outer shell with eto sterilized uhmwpe liner and cobalt chrome femoral head, including centralizer, cement restrictor, cement syringe with rubber dam for pressurization , cemented bipolar hip prosthesis with double/triple tapered cobalt chrome polished collarless femoral stem (12/14 taper), 47/48 mm bipolar head cobalt chrome outer shell with eto sterilized uhmwpe liner and cobalt chrome femoral head, including centralizer, cement restrictor, cement syringe with rubber dam for pressurization , cemented bipolar hip prosthesis with double/triple tapered cobalt chrome polished collarless femoral stem (12/14 taper), 49/50 mm bipolar head cobalt chrome outer shell with eto sterilized uhmwpe liner and cobalt chrome femoral head, including centralizer, cement restrictor, cement syringe with rubber dam for pressurization , water resistant synthetic orthopaedic cast padding 10 cm x 3 meter , vac hydrophobic dressing with 400 600 micron size reticulated structure foam (large size) and sensatrac pad technology with exudates collection 500 ml canister, tubing tegaderm drapes and silver impregnated gauze/foam in the kit, usfda approved, 10% variation in size acceptable , vac hydrophobic dressing with 400 600 micron size reticulated structure foam (medium size) and sensatrac pad technology with exudates collection 500 ml canister, tubing tegaderm drapes and silver impregnated gauze/foam in the kit, usfda approved, 10% variation in size acceptable , vertical isolation drape for hip surgery of clear transparent waterproof material. adhesive incise area iodophor impregnated approximately 40cm x 75cm, fluid collection pouch with suction port, attachable instrument pouch, tube holders,central release tape strip for horizontal rod attachment . 10% variation acceptable. usfda approved. up to 10% variation in size acceptable....

North Eastern Railways - Uttar Pradesh

36801418 supply of set of wooden packing and wooden wedges as per annexure 1 and annexure 2 attached. [ warranty period: 30 months after the date of delivery ] ...

Northern Railway - Uttar Pradesh

36800081 supply of fiber glass slot wedge suitable for rewinding of 25 kw alternator stator . size ( i ) ( 2 x 3 x 200 ) mm + 0.2 mm, ( ii ) ( 2 x 3 x 160 ) mm + 0.2 mm. in set. i.e. one no. each in set. ( material as per sample ) .sample should get approved before supply. [ warranty period: 30 months after the date of delivery ] ...

Northern Railway - Uttar Pradesh

36787083 supply of wooden wedgewooden wedge, wooden wedge for locomotives to drg. no. cee / nr / trs / 99 / 745. [ warranty period: 30 months after the date of delivery ] ...

Department of Higher Education - Uttar Pradesh

36573039 bids are invited for equipment for radiology lab film badge , pocket dosimeter , tld badge , kvp meter , beam alignment test tool , focal spot test tool , ct imaging phantom , protective barrier with viewing window , step wedge , syringe 2ml 10ml 20ml 40ml 100ml , contrast media barium based , contrast media iodine based , cannula , warning light 15 watt for x ray radiation , led x ray view box 50cmx42cm , hydrometer , museum jars , balance analytical 200gm. , balance for weighing food stuff , weight machine for adult , weighing machine for baby , harpenders calipers for skin fold thickness , height measuring stand , lead gloves , lead apron , gonad shield , thyroid shield , lead goggles , x ray tube , collimator , patient couch , x ray cassette size 8x10 10x12 12x15 14x17 , waste film , geiger muller counter total quantity : 77...

Dedicated Freight Corridor Corporation Of India Limited - Uttar Pradesh

36557712 bids are invited for product as per bid specification red hand signal flags , green hand signal flags , safety chains 14 feet with pad lock , switch point clamp with pad lock , wooden wedge , fire extinguisher , fire bucket with stand , tri colour torch , first aid box , stretcher , safety helmets , safety jacket , measuring tap , banner flag , whistle total quantity : 925...

Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited - Uttar Pradesh

36557427 procurement of various spares of valve fire fighting system for unit 07, 08, and 09 htps, kasimpur , landin g valve 63mm specification : fire hydrant valve 63mm single headed (with instantaneous female coupling assembly complete); specification standard is 5290; type o blique type; body stainless steel; hand wheel cast iron; inlet flanged; outlet 63mm female instantaneous; working pressure , wate r monitor sets bbu specification : water monitor sets with nozzle, branch pipe etc; standard is 14846; type stand post mounted; flow 500 gpm @100 psi (7 kg/cm2); body : carbon steel water ways, hot dip galvanized; joint: bronze swivel joint with s.s. ball bearing; inlet :flanged; waterways , femalecoupling 63mm specification : instantaneous female coupling assembly complete for fire hydrant valve 63 mm (single headed) size 63 mm moc ss , fgate valve gate 300 nb specification : 300 nb gate (gate valve); standard is 14846; type non rising spindle; operation gear operated; body/bonnet/wedge cast iron; seat and seat ring: bronze; spindle: brass; rating: pn 1.0/1.6. , gate valve gate 250 nb specification : 250 nb gate (gate valve); standard is 14846; type non rising spindle; operation gear operated; body/bonnet/wedge cast iron; seat and seat ring: bronze; spindle: brass; rating: pn 1.0/1.6. , 200 mm gate valve specification : 200 mm gate valve; standard is 14846; type non rising spindle; operation manual operated; body/bonnet/wedge cast iron; seat and seat ring: bronze; spindle: brass; rating: pn 1.0/1.6. , 150 mmgate valve specification : 150 mm gate valve; standard is 14846; type non rising spindle; operation manual operated; body/bonnet/wedge cast iron; seat and seat ring: bronze; spindle: brass; rating: pn 1.0/1.6. , 100 mm gate valve specification : 100 mm gate valve; standard is 14846; type non rising spindle; operation manual operated; body/bonnet/wedge cast iron; seat and seat ring: bronze; spindle: brass; rating: pn 1.0/1.6. , 200 nb manual butterfly valve specification : 200 nb manual butterfly valve; standard is 13095; body disc is 210gr fg 200/260; drive shaft s.s.; body and disc seal: rubber/metal; ends: ansi125/150; rating: pn 1.0/1.6; operation lever operated. , butterfly valve 150nb specification : butterfly valve 150nb; standard is 13095; body disc is 210gr fg 200/260; drive shaft s.s.; body and discseal:rubber/metal; ends:ansi125/150; rating: pn 1.0/1.6; operation lever operated. , butterfly valve 100nb specification : butterfly valve 100nb; standard is 13095; body disc is 210gr fg 200/260; drive shaft s.s.; body and disc seal:rubber/metal; ends: ansi125/150; rating: pn 1.0/1.6; operation lever operated. , 50 nb manual butterfly valve specification : 50 nb manual butterfly valve; standard is 13095; body disc is 210gr fg 200/260; drive shaft s.s.; body and disc seal:rubber/metal; ends: ansi125/150; rating: pn 1.0/1.6; operation lever operated. , butterfly valve ivgkb ci 40mm specification : butterfly valve 40mm; standard is 13095; body disc is 210gr fg 200/260; drive shaft s.s.; body and disc seal:rubber/metal; ends: ansi125/150; rating: pn 1.0/1.6; operation lever operated. , gate valve 80 mm specification : 80 mm gate valve; standard is 14846; type non rising spindle; operation manual operated; body/bonnet/wedge cast iron; seat and seat ring: bronze; spindle: brass; rating: pn 1.0/1.6. , butterfly valve 300mm specification : butterfly valve 300 nb; standard is 13095; body disc is 210gr fg 200/260; drive shaft s.s.; body and disc seal:rubber/metal; ends: ansi125/150; rating: pn 1.0/1.6; operation lever operated. , butterfly valve 80mm specification : butterfly valve 80nb; standard is 13095; body disc is 210gr fg 200/260; drive shaft s.s.; body and disc seal:rubber/metal; ends: ansi125/150; rating: pn 1.0/1.6; operation lever operated....

Department Of Atomic Energy - Uttar Pradesh

36481096 bids are invited for bhel make spares mse catalyst , chemistic , chemistik adhesive tgemis , diluent c tgemis , elmo varnish , enamel red ie , epoxy resin cy , fine mica powder , hardener , hardener for epoxy resin , insulating washerone , insulating washer two , insulating washer three , insulator suitable for phaseneutral terminal bushing , ep lamination sheet one , ep lamination sheet two , mica flakes , resin cy , sealing ring one , sealing ring two , sealing washer for cc bolt one , sealing washer for cc bolt two , sealing washer one , sealing washer two , sealing washer three , sealing washer four , sealing washer five , sealing washer six , sealing washer seven , silica flour , silicon adhesive compound k , silicon potting gel , talcum powder french chalk , textolite strips packing , slot end wedges , slot wedges total quantity : 344...

Northern Railway - Uttar Pradesh

36479802 supply of wooden wedge for locomotives to drg. cee/nr/trs/99/745.wooden wedge for locomotives to drg. cee/nr/trs/99/745.,wooden wedge for locomotives to drg. cee/nr/trs/99/745. [ warranty period: 30 months after the date of delivery ]...

Northern Railway - Uttar Pradesh

36460901 supply of wooden wedge as per drg no 4 cb / dmu 371 attached [ warranty period: 30 months after the date of delivery ] ...

East Central Railway - Uttar Pradesh

36426286 supply of contact wire ending clamp wedge type [ 107 sq mm ] id no. 1110 2 as per rdso specn. no. ri no. 1119 [ mod d ] is:2108 1977, [ gr.bm 340 ] & ti_spc_ohe_fittings_0130_with a_c_slip_no_1, eti ohe 13 ( 4 84 ) may 2018, drg: eti ohe p 1110 2, str: core str 18. [ warranty period: 30 months after the date of delivery ] => limited...

Medical Health And Family Welfare - Uttar Pradesh

36408447 bids are invited for sphygmomanometer with peadiatric cuff , infantometer with integrated head piec , electronic baby weighing scale , adult weighing scale , height measuring scale , stadiometer , muac tape , head circumference tape non stretchable teflon synthetic material , indirect opthalmoscope with a 20 28 or 30 d lens , eye speculum , scleral depressor , rop speculum , screener pediatric audiometer , peadiatric video auroscope , impedance audiometer table top , oto acoustic emission instrument , brainstem evoked response audiometer , with assr and both insert phone and , tuning fork 1 set 4 tuning fork of 4 different freq , automatic abr screener without disposable , opd material led head light , thudicum speculum set , killian speculum set , laryngeal mirrors set , posterior rhinoscopic mirrors , aural speculum all sizes black finish , nasal packing forceps , aural suction tips , nasal suction tips , tuning forceps 512 , hartman forceps , eustachian tube catheter , punch biopsy forceps , laryngeal biopsy forceps , bp handles of various sizes , tongue depressor , torch penlight , direct ophthalmoscope , lea grating paddles , lea near single symbol playing cards , lea near card symbols with cord , lea symbol test set 3 meter , hiding heidi , lea symbol low contrast 10 m flipchart , receptive expressive emergent language test third edition , lpt linguistic profile test , developmental assessment for indian infants , vineland social maturity scale , vineland adaptive behaviour scales , developmental screening test by bharat raj , denver developmental screening test , stanford binet , bayley screening test complete kit includes , piagets sensori motor intelligence scale 0 2 years , piagetian cognitive tasks , dyslexia early screening test 4 to6 years , microscope , digital hemoglobinometer , table top front loading autoclave , led curing light source , forceps set for extraction , restorative filling and carving instruments set , elevators set of 10 ten , airotor , dental ultrasonic scaler , filling instruments , dental electric brushless micromotor , led curing light source 1 complete unit , automatic water distiller , mouth mirrors , probes straight , explorers , tweezers , cheatle forceps , kidney trays 10 , plastic cheek retractors 2 each , mouth props , cement spatula , matrix band and retain , rubber bowls 2 , plaster spatula straight and curved 1 each , suction tips , mallet dental 1 , scissors 1 , needle holder 1 , bone chisel 1 , glass slab , scalpel handle , plastic patient drape 2 , hand scaler , mortar and pestel , lead apron , therapy ball , 45 cm and a pump for inflation , therapy mats , bolste , long diameter 8 inch 2ft long diameter 10 inch , small roll 13 inch long diameter 3 inch , prone wedges , balance board , kaye walker , bolster swing , wooden benches with cushion and rexene cover a small , splints , special chairs , looking mirrors , toys , small rattles , squeaky toys , puja bell , softy toy , brush for tactile stimulation , theraputty , containers , peg board , ball pool , balls of different size , gaiters , thick handle spoon stainless steel , thick handle bent spoon stainless steel bent sp , plastic spoon with long handle , plastic glass with rim cut on one side , stainless steel plates with high rim , spouted cups , pinspot and mirror ball , mirror ball motor , led mirror bal , fire ball mounted on the roof , sound avtivated light , led bubble tube , optic fibers , blue led lights , 150 bulb blue led light chain , bubble tube , rotating drum , chime frame and beater xiii mirror chime bout xiv , bolster swin total quantity : 386...

North Central Railway - Uttar Pradesh

36272135 supply of wooden wedge as per as per rdso drg no skdl 4575.wooden wedge as per as per rdso drg no skdl 4575.,wooden wedge as per as per rdso drg no skdl 4575. [ warranty period: 30 months after the date of delivery] => limited...

North Eastern Railways - Uttar Pradesh

36258386 supply of poh kit no.2 for mark 50 high capacity draft gear consisting of eight items as under: poh kit no.2 for mark 50 high capacity draft gear consisting of eight items as under: ,poh kit no.2 for mark 50 high capacity draft gear consisting of eight items as under: s.no. (1) item description centre wedge, drawing no. bescos drg. no. e 2805, qty/set 01, s. no. (2) item description wedge shoe complete, drawing no. bescos drg. no. g 950, qty/set 02,s.no. (3) item description tapered stationary plate, drawing no. bescos drg. no. f 1052, qty/set 02,s.no. (4) item description outer stationary plate, drawing no. bescos drg. no. f 1054, qty/set 01,s.no.(5) item description moveable plate, drawing no. bescos drg. no. f 1068, qty/set 02,s.no.(6) item description spring seat, drawing no. bescos drg. no. e 2772, qty/set 02,s.no.(7) item description corner spring, drawing no. bescos drg. no. g 922 1, qty/set 02,s.no.(8) item description wedge shoe insert, drawing no. bescos drg. no. h 911, qty/set 20. [ warranty period: 30 months after the date of delivery] general stores depot uttar pradesh 122.00 set...

All India Institute Of Medical Sciences - Uttar Pradesh

36246542 supply of occupational therapy items for pmr department , occupational therapy equipment , shoulder / finger ladder , ankle exerciser , heel exerciser , finger spring set , weight cufflings (0.5 kg) , weight cufflings (1 kg) , weight cufflings (1.5 kg) , weight cufflings (2 kg) , resistance band /thera bands (set of 5 bands) , foam roller , thera putty , bolster large size approximate 10 x 30 inch , bolster medium size approximate 8 x 24 inch , bolster small size approximate 6 x 16 inch , wedges medium size approximate 6 x 18 inch , wedges large size approximate 8 x 24 inch , wedges small size approximate 6 x 12 inch , c.p. walker , walker – infants , walker rollator , perception board , posting box , magnetic checkers board , dressing frame set , daily living training board , tweezer dextirity board , counting & color sorting beads , supinator & pronator (zig zag type) , cylindrical block set , shape sorter , color sorter , crawling tunnel , painting color set , puzzle board , pyramid set round/square , vestibular swing with 4 attachments , balance/inclined beam , body balance (round)trampolene , balance corner , standing board , vestibular board , foot ladder , hand wrist & forms table , physio ball 65 cm (small) , physio ball 85 cm (medium) , physio ball 100 cm (large) , prone crawler , wobble board , peg board , exercise mattress , training stool , invalid walker , grip dynamometer , pinch dynamometer , cp wheel chair , standing frame , pinch tree , parallel bars – adjustable. model : with platform & posturer , corner chair...