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List of m-s-plate Tenders

List of latest m-s-plate Tenders in Indian Tenders. Click on any m-s-plate Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for m-s-plate Tenders.

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221 Canal/Irrigation/Dam Work
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corporations/Associations/Others
TRN :35381125 |  25 Sep, 2025
Tender Value : 14.74 Lacs
 Balasore - Orissa
Tender for earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50<span class="text-red-selected">mspan>t. & lift of 1.5<span class="text-red-selected">mspan>tr etc co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. filling in foundation & plinth with sand including watering & ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing etc co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. ce<span class="text-red-selected">mspan>ent concrete (1:4:8) with 4c<span class="text-red-selected">mspan> size h.g.b. hand broken <span class="text-red-selected">mspan>etal of approved quality fro<span class="text-red-selected">mspan> approved quarry with ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing watering and curring etc. co<span class="text-red-selected">mspan>plete including cost, taxes, royalty convence charge of all <span class="text-red-selected">mspan>aterial to worksite, supply of ce<span class="text-red-selected">mspan>ent t&p required etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. brick work with fly ash brick 25c<span class="text-red-selected">mspan> x 12c<span class="text-red-selected">mspan> x 8c<span class="text-red-selected">mspan> size having crushing strength not less than 75kg / c<span class="text-red-selected">mspan>2 with di<span class="text-red-selected">mspan>ensional tolerrance + 8% in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar (1:6) in foundation & plinth etc. co<span class="text-red-selected">mspan>plete as per the engineer-incharge. brick work with fly ash bricks 25c<span class="text-red-selected">mspan> x 12c<span class="text-red-selected">mspan> x 8c<span class="text-red-selected">mspan> size having crushing strength not less than 75 kg/c<span class="text-red-selected">mspan>2 with di<span class="text-red-selected">mspan>ensional tolerance ±8 percent in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar (1:6) in superstructure per cu<span class="text-red-selected">mspan> etc. co<span class="text-red-selected">mspan>plete as per the engineer-incharge. 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar (1:6) finished s<span class="text-red-selected">mspan>ooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all <span class="text-red-selected">mspan>aterial to the worksite and supply of all labour and t&p required for the work etc co<span class="text-red-selected">mspan>plete as directed by the engineer-incharge. r.c.c. work in c.c. (1:2:4) including hoisting & laying & curring for 28 days using 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan>. size clean black hard granite crusher broken chips of approve quality and fro<span class="text-red-selected">mspan> approve quarry including cost taxes conveyance charges of all <span class="text-red-selected">mspan>aterials to the worksite with supply of all labour and t&p required for the work etc co<span class="text-red-selected">mspan>plete as directed by the engineer-incharge. 2.5 c<span class="text-red-selected">mspan> a.s. flooring with c.c. (1:2:4) using 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> size black hard granite crusher broken chips of approve quality for approve quorry including water and curring with cost taxes royalty and conveyance charges of all <span class="text-red-selected">mspan>aterial to the worksite and supply of all labour and t&p required for the work etc co<span class="text-red-selected">mspan>plete as directed by the engineer-incharge. "rigid s<span class="text-red-selected">mspan>ooths centering and shuttering for rcc works including false work and dis<span class="text-red-selected">mspan>entgalling then after casting including cot os <span class="text-red-selected">mspan>aterials co<span class="text-red-selected">mspan>plete. (a) rcc walls and fins including attached pillasters" b) chajja/roof slab c) lintel d) rcc bea<span class="text-red-selected">mspan>s, culu<span class="text-red-selected">mspan>ns, grider & bressers etc e) rcc foundation an footing beases of colu<span class="text-red-selected">mspan>ns etc. dry brick ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ed khoa (10 c<span class="text-red-selected">mspan>) thick well watered and ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ed inluding all cost as per specification in co<span class="text-red-selected">mspan>plete. labour charge for <span class="text-red-selected">mspan>.s. reinforce<span class="text-red-selected">mspan>ent for r.c.c. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per qntl. including cost of hysd still bar (fe 415/ fe 500) filling the foundation and plinth with excavated <span class="text-red-selected">mspan>aterial as directed by the engineer-incharge. white washing 3 coat with approve good stone li<span class="text-red-selected">mspan>e including cost conveyance charges of <span class="text-red-selected">mspan>aterials including supply of labour, gu<span class="text-red-selected">mspan>, indigo etc. required for the work co<span class="text-red-selected">mspan>plete as directed by the engineer-incharge. finishing wall with water proofing ce<span class="text-red-selected">mspan>ent paint of approved shade two coats to new work to give an even shade including cost of ce<span class="text-red-selected">mspan>ent paints. etc. co<span class="text-red-selected">mspan>plete as per the direction of engineer – in charge. writing charge of required infor<span class="text-red-selected">mspan>ation and data on both side of the transperancy pillar including supplying of approved paints and required <span class="text-red-selected">mspan>aterial for writing etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. labour for fitting and fixing for door and window etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. cost of grill for window cost of iron shutter for door pri<span class="text-red-selected">mspan>ing 1 coat with any appproved pri<span class="text-red-selected">mspan>er painting two coats with approved paint on new work supplying of 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia unplasticised rigid upvc pipe ivory gray in colour having specific gravity of 1.40 to 1.46 g<span class="text-red-selected">mspan>s/cc of straight length of 6 (six) <span class="text-red-selected">mspan>eter for portable water supplies confor<span class="text-red-selected">mspan>ing to is - 4985 / 2000 of bis - a<span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent - 2 read with table - 1 of is - specification bearing isi <span class="text-red-selected">mspan>arks for working pressure ci - i upvc pipe to withstand pressure of 2.5 kgf/sqc<span class="text-red-selected">mspan> & the specification and <span class="text-red-selected">mspan>anufacturer na<span class="text-red-selected">mspan>e should be pro<span class="text-red-selected">mspan>inently <span class="text-red-selected">mspan>arked on body of each pipe as per the latest a<span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent of is - 4985. it includes the cost of sockets in case of plain ended pipe. pdi test ( both pre & post inspection ) are to be condcuted and should be <span class="text-red-selected">mspan>arked on body of each pipe and report is to be obtained fro<span class="text-red-selected">mspan> cipet, bhubaneswar necessary approval of authority including transportation to work site in co<span class="text-red-selected">mspan>plete shape. fitting of un plasticised 160<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc pipe for following inside dia <span class="text-red-selected">mspan>tr. for all classes of pipe including jointing the pipe with solvent ce<span class="text-red-selected">mspan>ent by non-head application <span class="text-red-selected">mspan>ethod including fitting and fixing of required no. of pvc tee for outlet and pvc shaddle and pvc riser nipple for fitting air valve, equal tee etc. co<span class="text-red-selected">mspan>plete including conveyance pipe fro<span class="text-red-selected">mspan> village to worksite and testing of pipe line etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. 7.5 hp / 5.6 kw sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>pset corpled with totally enclosed water cooled squirrel case induction <span class="text-red-selected">mspan>otor with delivery discharge 1100 lp<span class="text-red-selected">mspan> at 36 <span class="text-red-selected">mspan>eter head with s/s cable, cla<span class="text-red-selected">mspan>p clip etc. suitable for operation at 415v + -15%, 3 phase 50hz a.c. power supply as per particulars in annexure. labour charges for installation of 7.5hp <span class="text-red-selected">mspan>otor including fitting & fixing of base fra<span class="text-red-selected">mspan>e, fitting & fixing suction and delivery pipe to <span class="text-red-selected">mspan>otor, nr valve, foot valve, sluice valve and other fitting <span class="text-red-selected">mspan>aterials including cutting, welding and construction of supporting pillar etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø no<span class="text-red-selected">mspan>inal bore g.i. pipe having wall thickness 4.5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> electrical resistance welded of <span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan> class confir<span class="text-red-selected">mspan>ing to is - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. the socket confir<span class="text-red-selected">mspan>ing to is-1239 (pt-ii/1992) with latest a<span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ewnts in rando<span class="text-red-selected">mspan> length of 4 to 7 <span class="text-red-selected">mspan>trs. each pipe should bear isi certification & <span class="text-red-selected">mspan>anufacturers na<span class="text-red-selected">mspan>e / trade <span class="text-red-selected">mspan>ark. 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia g.i. bend is no.1239(part-ii/1992) 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia g.i. flange is no.6392 / 1971 cost of tw safe guard for stand includng labour charge 100<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi socket is 1239 (part-ii/1992 ) cost of 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia <span class="text-red-selected">mspan>s t/w cla<span class="text-red-selected">mspan>p cost of 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia c.i reflux valve(nr) 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø air release valve with saddle & raiser pipe. the air release valve shall confir<span class="text-red-selected">mspan> to is 14845 with isi <span class="text-red-selected">mspan>ark. 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø pvc equal tee (w.p. 4 kgf/c<span class="text-red-selected">mspan>2) confir<span class="text-red-selected">mspan>ing to is-4995/1988 with latest a<span class="text-red-selected">mspan><span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø pvc end cap (w.p. 10 kgf/c<span class="text-red-selected">mspan>2) confir<span class="text-red-selected">mspan>ing to is-4995/1988 with latest a<span class="text-red-selected">mspan><span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent 5/8 x3" nut bolt & foundation nut bolt as per is specification 1/8" thick rubber insertion as per is specification cost, supplying of 160<span class="text-red-selected">mspan><span class="text-red-selected">mspan>x160<span class="text-red-selected">mspan><span class="text-red-selected">mspan>x110<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia weldless g.i.tee (3.6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thickness) with bend, closing and opening arrange<span class="text-red-selected">mspan>ent of reputed brand including all cost, conveyance, cess etc co<span class="text-red-selected">mspan>plete but excluding cost of gst cost of 160<span class="text-red-selected">mspan><span class="text-red-selected">mspan>×110<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc reducing socket. cost of 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> wire rope control pannel with auto<span class="text-red-selected">mspan>atic star delta starter, sheet steel enclosure suitable for operation of squirrel cage induction <span class="text-red-selected">mspan>otor up to 10 hp with 16 a<span class="text-red-selected">mspan>p (ac -3) duty contractor at 415 volt+6%-15%, 3 phase, 50 hz ac supply with over load relay range 6.00 to 9.50 a<span class="text-red-selected">mspan>p & no volt coil with electronic ti<span class="text-red-selected">mspan>er suitable for operation at voltage range of 300 to 440 v. the starter should provide dependable protection against over load and single phasing fitted with volt <span class="text-red-selected">mspan>eter,a<span class="text-red-selected">mspan>eter,<span class="text-red-selected">mspan>cb in co<span class="text-red-selected">mspan>plete shape including indicator la<span class="text-red-selected">mspan>p 63 a<span class="text-red-selected">mspan>p <span class="text-red-selected">mspan>ain switch triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confir<span class="text-red-selected">mspan> to is 4064 part i & with isi <span class="text-red-selected">mspan>ark. 3 x 10 sq<span class="text-red-selected">mspan><span class="text-red-selected">mspan> tarpodar cable xlpe (cross link polyethylin) confor<span class="text-red-selected">mspan>ing to is: 7098 (part-ii) including laying below .9<span class="text-red-selected">mspan>tr. of the ground and filling the excavated <span class="text-red-selected">mspan>aterials including watering and ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing. 2.50<span class="text-red-selected">mspan><span class="text-red-selected">mspan>2 sub<span class="text-red-selected">mspan>erssible (3 core) flat cable isi <span class="text-red-selected">mspan>ark of reputed brand of isi specification including all cost, conveyance, cess etc co<span class="text-red-selected">mspan>plete but excluding cost of gst cost of wiring of pu<span class="text-red-selected">mspan>p cha<span class="text-red-selected">mspan>ber construction of 3 phase 11 kv line as per rec standard confir<span class="text-red-selected">mspan>ing to ie rules 1956 with 300 kg 9 <span class="text-red-selected">mspan> long psc pole with 80 sq<span class="text-red-selected">mspan><span class="text-red-selected">mspan> aaac , 11 kv "v" cross ar<span class="text-red-selected">mspan>, with required no.of 11 kv t & c disc. insulators in tension point & 11 kv pin insulators, couping & padding of poles. danger board at each pole, anti cli<span class="text-red-selected">mspan>bing devices, stay set at bending point & double stay at end point with 18 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> g.i.h.t.stay, concreting of stay with anchor plate, guarding at road crossings etc. including cost of all <span class="text-red-selected">mspan>aterials, labour transportation,inspection & co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning etc. co<span class="text-red-selected">mspan>plete. construction and erection of 11 /0.4 kv , 25 kva double pole <span class="text-red-selected">mspan>ounted substation star rated confir<span class="text-red-selected">mspan>ing to re rules 1956, <span class="text-red-selected">mspan>ounted on 2.44 <span class="text-red-selected">mspan>tr. long structure, supported in 300 kg 9 <span class="text-red-selected">mspan>tr long psc pole,transfor<span class="text-red-selected">mspan>er hard channel & top channel <span class="text-red-selected">mspan>ade of 2.8 <span class="text-red-selected">mspan> long 100 x 50 x 6 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.channel, transfor<span class="text-red-selected">mspan>er belting on 2.80 <span class="text-red-selected">mspan> long 50 x 50 x 5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.angle, (all rec spn std.f-3) with all accessories like 3 pole 11 kv hg fuse(f-5)& a.b.switches(f-9) both <span class="text-red-selected">mspan>ounted on 2.8 <span class="text-red-selected">mspan> long 75 x 40 x 6 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.channel and supported by 1.0 <span class="text-red-selected">mspan> long 50 x 50 x 5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.angle, with 3 no. 11 kv lightening arrestors & distribution box for 25 kva s/s, g.i.pipe earthing with 25x5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> g.i.flats including cost of 25 kva 11/0.4 k.v.transfor<span class="text-red-selected">mspan>er , 35 sq<span class="text-red-selected">mspan><span class="text-red-selected">mspan> 3 1/2 core pvc cable - 40 <span class="text-red-selected">mspan>tr couping & padding of poles, danger board at each pole, anti cli<span class="text-red-selected">mspan>bing devices & all other necessary fittings i.e required size nuts & bolts, brackets, cable, cable sockets, barbed fencing ( size (15'x10') with constn. of retaining wall, erection of rcc fencing post , sand filling and <span class="text-red-selected">mspan>etal spreading ,fixing of iron grill gate etc as per cesu specification etc. including cost of all <span class="text-red-selected">mspan>aterials, labour , transportation co<span class="text-red-selected">mspan>plete with liasioning for testing inspection & co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning. construction of boundry wall fancing ( size (15'x10') with constn. of retaining wall, erection of rcc fencing post , sand filling and <span class="text-red-selected">mspan>etal spreading ,fixing of iron grill gate etc for substation as per cesu specification etc. including cost of all <span class="text-red-selected">mspan>aterials, labour , transportation co<span class="text-red-selected">mspan>plete with liasioning for testing inspection & co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning. electrical installation with electrical <span class="text-red-selected">mspan>aterials such as pvc tape, a<span class="text-red-selected">mspan>pere tape, 7/20 pvc copper wire, 3/20 pvc copper wire, g.i. flexible conduite pipe, no.6 g.i. wire, copper cable socket, g.i. socket and flange and petty <span class="text-red-selected">mspan>aterials required for electrical installation including fixing of td cable inside the earth trench as per direction of engineer-in-charge.. electrical earthing with digging earth pit of size (2 ft x 2 ft x 3 ft ) and using 1/2 '' g.i pipe ,no -6 g.i wire ,cable socket ,flange , carcoal, salt etc. as per the direction of the engineer-incharge. 4 kvr power shunt capasitor 4.0 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 2 pvc single core copper wire labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level in alluvial soil strata by <span class="text-red-selected">mspan>ud rotary rig drilling as required to suit the site condition as per the direction of engineer in charge including use of own rigs with its accessories, tools and plants and all consu<span class="text-red-selected">mspan>ables (like coir rope, cotton waste and bentonite powder etc. co<span class="text-red-selected">mspan>plete) etc. for lowering of finished bore suitable for lowering (<span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 400 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia.) of 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi/pvc pipe for housing fitted with sockets and with or without well screen as per the necessity for the soft <span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan>, hard and boulder for<span class="text-red-selected">mspan>ations (. gi/pvc casing pipes if required by the contractor to prevent collapse of over burden portion ) including lower and withdrawing of casing pipes after drilling 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 450<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia in over burden portion. for drilling of 200 (8”) dia pipe. fro<span class="text-red-selected">mspan> 0 <span class="text-red-selected">mspan>tr. to 100th <span class="text-red-selected">mspan>eters supply of all labour & t&p for lowering the following sizes of pvc pipes with or without slotted pipes as per the necessity fro<span class="text-red-selected">mspan> ground level & fitted & fixed up in perfectly verticaly position inlcuding cutting & threading pipe and slotted pipe and fixing all jointing <span class="text-red-selected">mspan>aterials etc. co<span class="text-red-selected">mspan>plete. and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> above excluding cost of fitting & joining <span class="text-red-selected">mspan>aterials. 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc/gi casing pipes cleaning and developing the production well using their own co<span class="text-red-selected">mspan>pressor continuously worked till clear and adequate discharge is obtained fro<span class="text-red-selected">mspan> the tube well including supply and use of all necessary equip<span class="text-red-selected">mspan>ents and labour as per the direction of engineer-in-charge. supplying all <span class="text-red-selected">mspan>aterials,labour t & p for packing the bore with washed gravel size (p-6) arround the well screen and pipes in good quality including cost of gravel ,conveyance,royality,etc co<span class="text-red-selected">mspan>plete as per direction engineer-in-charge. (100<span class="text-red-selected">mspan> depth) =0.786 x (0.4² - 0.2²) x 100<span class="text-red-selected">mspan>tr = 9.43 say 9.5 cu<span class="text-red-selected">mspan> supplying all labour tools ,plant and grouting with ce<span class="text-red-selected">mspan>ent bentonite slurry for saline sealing in the bore arround 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc casing pipe etc all co<span class="text-red-selected">mspan>plete as per direction of engg in charge(including cost of ce<span class="text-red-selected">mspan>ent and bentonite) labour charges for cutting transverse slot on 200 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc pipe with slot size 1.5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> as per specification threading charges 8" pvc bail plug 8" pvc threaded end cap pn-10 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 12" long pvc shot piece 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø schedule 80 casing pipe (as per ep<span class="text-red-selected">mspan> rate order no.2877 dated 05.07.2025) water sa<span class="text-red-selected">mspan>ple test if required
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222 Canal/Irrigation/Dam Work
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corporations/Associations/Others
TRN :35381131 |  25 Sep, 2025
Tender Value : 16.07 Lacs
 Balasore - Orissa
Tender for earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50<span class="text-red-selected">mspan>t. & lift of 1.5<span class="text-red-selected">mspan>tr etc co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. filling in foundation & plinth with sand including watering & ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing etc co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. ce<span class="text-red-selected">mspan>ent concrete (1:4:8) with 4c<span class="text-red-selected">mspan> size h.g.b. hand broken <span class="text-red-selected">mspan>etal of approved quality fro<span class="text-red-selected">mspan> approved quarry with ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing watering and curring etc. co<span class="text-red-selected">mspan>plete including cost, taxes, royalty convence charge of all <span class="text-red-selected">mspan>aterial to worksite, supply of ce<span class="text-red-selected">mspan>ent t&p required etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. brick work with fly ash brick 25c<span class="text-red-selected">mspan> x 12c<span class="text-red-selected">mspan> x 8c<span class="text-red-selected">mspan> size having crushing strength not less than 75kg / c<span class="text-red-selected">mspan>2 with di<span class="text-red-selected">mspan>ensional tolerrance + 8% in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar (1:6) in foundation & plinth etc. co<span class="text-red-selected">mspan>plete as per the engineer-incharge. 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ce<span class="text-red-selected">mspan>ent plaster in ce<span class="text-red-selected">mspan>ent <span class="text-red-selected">mspan>ortar (1:6) finished s<span class="text-red-selected">mspan>ooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all <span class="text-red-selected">mspan>aterial to the worksite and supply of all labour and t&p required for the work etc co<span class="text-red-selected">mspan>plete as directed by the engineer-incharge. r.c.c. work in c.c. (1:2:4) including hoisting & laying & curring for 28 days using 12<span class="text-red-selected">mspan><span class="text-red-selected">mspan>. size clean black hard granite crusher broken chips of approve quality and fro<span class="text-red-selected">mspan> approve quarry including cost taxes conveyance charges of all <span class="text-red-selected">mspan>aterials to the worksite with supply of all labour and t&p required for the work etc co<span class="text-red-selected">mspan>plete as directed by the engineer-incharge. "rigid s<span class="text-red-selected">mspan>ooths centering and shuttering for rcc works including false work and dis<span class="text-red-selected">mspan>entgalling then after casting including cot os <span class="text-red-selected">mspan>aterials co<span class="text-red-selected">mspan>plete. (a) rcc walls and fins including attached pillasters" labour charge for <span class="text-red-selected">mspan>.s. reinforce<span class="text-red-selected">mspan>ent for r.c.c. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per qntl. including cost of hysd still bar (fe 415/ fe 500) filling the foundation and plinth with excavated <span class="text-red-selected">mspan>aterial as directed by the engineer-incharge. finishing wall with water proofing ce<span class="text-red-selected">mspan>ent paint of approved shade two coats to new work to give an even shade including cost of ce<span class="text-red-selected">mspan>ent paints. etc. co<span class="text-red-selected">mspan>plete as per the direction of engineer – in charge. writing charge of required infor<span class="text-red-selected">mspan>ation and data on both side of the transperancy pillar including supplying of approved paints and required <span class="text-red-selected">mspan>aterial for writing etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. supplying of 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia unplasticised rigid upvc pipe ivory gray in colour having specific gravity of 1.40 to 1.46 g<span class="text-red-selected">mspan>s/cc of straight length of 6 (six) <span class="text-red-selected">mspan>eter for portable water supplies confor<span class="text-red-selected">mspan>ing to is - 4985 / 2000 of bis - a<span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent - 2 read with table - 1 of is - specification bearing isi <span class="text-red-selected">mspan>arks for working pressure ci - i upvc pipe to withstand pressure of 2.5 kgf/sqc<span class="text-red-selected">mspan> & the specification and <span class="text-red-selected">mspan>anufacturer na<span class="text-red-selected">mspan>e should be pro<span class="text-red-selected">mspan>inently <span class="text-red-selected">mspan>arked on body of each pipe as per the latest a<span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent of is - 4985. it includes the cost of sockets in case of plain ended pipe. pdi test ( both pre & post inspection ) are to be condcuted and should be <span class="text-red-selected">mspan>arked on body of each pipe and report is to be obtained fro<span class="text-red-selected">mspan> cipet, bhubaneswar necessary approval of authority including transportation to work site in co<span class="text-red-selected">mspan>plete shape. fitting of un plasticised 160<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc pipe for following inside dia <span class="text-red-selected">mspan>tr. for all classes of pipe including jointing the pipe with solvent ce<span class="text-red-selected">mspan>ent by non-head application <span class="text-red-selected">mspan>ethod including fitting and fixing of required no. of pvc tee for outlet and pvc shaddle and pvc riser nipple for fitting air valve, equal tee etc. co<span class="text-red-selected">mspan>plete including conveyance pipe fro<span class="text-red-selected">mspan> village to worksite and testing of pipe line etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. 7.5 hp / 5.6 kw sub<span class="text-red-selected">mspan>ersible pu<span class="text-red-selected">mspan>pset corpled with totally enclosed water cooled squirrel case induction <span class="text-red-selected">mspan>otor with delivery discharge 1100 lp<span class="text-red-selected">mspan> at 36 <span class="text-red-selected">mspan>eter head with s/s cable, cla<span class="text-red-selected">mspan>p clip etc. suitable for operation at 415v + -15%, 3 phase 50hz a.c. power supply as per particulars in annexure. labour charges for installation of 7.5hp <span class="text-red-selected">mspan>otor including fitting & fixing of base fra<span class="text-red-selected">mspan>e, fitting & fixing suction and delivery pipe to <span class="text-red-selected">mspan>otor, nr valve, foot valve, sluice valve and other fitting <span class="text-red-selected">mspan>aterials including cutting, welding and construction of supporting pillar etc. co<span class="text-red-selected">mspan>plete as per the direction of the engineer-incharge. 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø no<span class="text-red-selected">mspan>inal bore g.i. pipe having wall thickness 4.5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> electrical resistance welded of <span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan> class confir<span class="text-red-selected">mspan>ing to is - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. the socket confir<span class="text-red-selected">mspan>ing to is-1239 (pt-ii/1992) with latest a<span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ewnts in rando<span class="text-red-selected">mspan> length of 4 to 7 <span class="text-red-selected">mspan>trs. each pipe should bear isi certification & <span class="text-red-selected">mspan>anufacturers na<span class="text-red-selected">mspan>e / trade <span class="text-red-selected">mspan>ark. 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia g.i. bend is no.1239(part-ii/1992) 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia g.i. flange is no.6392 / 1971 cost of tw safe guard for stand includng labour charge 100<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi socket is 1239 (part-ii/1992 ) cost of 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia <span class="text-red-selected">mspan>s t/w cla<span class="text-red-selected">mspan>p cost of 100 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia c.i reflux valve(nr) 25 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø air release valve with saddle & raiser pipe. the air release valve shall confir<span class="text-red-selected">mspan> to is 14845 with isi <span class="text-red-selected">mspan>ark. 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø pvc equal tee (w.p. 4 kgf/c<span class="text-red-selected">mspan>2) confir<span class="text-red-selected">mspan>ing to is-4995/1988 with latest a<span class="text-red-selected">mspan><span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent 160 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø pvc end cap (w.p. 10 kgf/c<span class="text-red-selected">mspan>2) confir<span class="text-red-selected">mspan>ing to is-4995/1988 with latest a<span class="text-red-selected">mspan><span class="text-red-selected">mspan>end<span class="text-red-selected">mspan>ent 5/8 x3" nut bolt & foundation nut bolt as per is specification 1/8" thick rubber insertion as per is specification cost, supplying of 160<span class="text-red-selected">mspan><span class="text-red-selected">mspan>x160<span class="text-red-selected">mspan><span class="text-red-selected">mspan>x110<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia weldless g.i.tee (3.6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> thickness) with bend, closing and opening arrange<span class="text-red-selected">mspan>ent of reputed brand including all cost, conveyance, cess etc co<span class="text-red-selected">mspan>plete but excluding cost of gst cost of 160<span class="text-red-selected">mspan><span class="text-red-selected">mspan>×110<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc reducing socket. cost of 12 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> wire rope control pannel with auto<span class="text-red-selected">mspan>atic star delta starter, sheet steel enclosure suitable for operation of squirrel cage induction <span class="text-red-selected">mspan>otor up to 10 hp with 16 a<span class="text-red-selected">mspan>p (ac -3) duty contractor at 415 volt+6%-15%, 3 phase, 50 hz ac supply with over load relay range 6.00 to 9.50 a<span class="text-red-selected">mspan>p & no volt coil with electronic ti<span class="text-red-selected">mspan>er suitable for operation at voltage range of 300 to 440 v. the starter should provide dependable protection against over load and single phasing fitted with volt <span class="text-red-selected">mspan>eter,a<span class="text-red-selected">mspan>eter,<span class="text-red-selected">mspan>cb in co<span class="text-red-selected">mspan>plete shape including indicator la<span class="text-red-selected">mspan>p 63 a<span class="text-red-selected">mspan>p <span class="text-red-selected">mspan>ain switch triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confir<span class="text-red-selected">mspan> to is 4064 part i & with isi <span class="text-red-selected">mspan>ark. 3 x 10 sq<span class="text-red-selected">mspan><span class="text-red-selected">mspan> tarpodar cable xlpe (cross link polyethylin) confor<span class="text-red-selected">mspan>ing to is: 7098 (part-ii) including laying below .9<span class="text-red-selected">mspan>tr. of the ground and filling the excavated <span class="text-red-selected">mspan>aterials including watering and ra<span class="text-red-selected">mspan><span class="text-red-selected">mspan>ing. cost of e<span class="text-red-selected">mspan>pty outdoor irrigation panel board (size 0.45<span class="text-red-selected">mspan>x0.25<span class="text-red-selected">mspan>x1.20<span class="text-red-selected">mspan>) of 18 swg (cold rolled) <span class="text-red-selected">mspan>.s. sheet with one coat of red oxid pri<span class="text-red-selected">mspan>er and two coats of s<span class="text-red-selected">mspan>oke gray / navey blue ene<span class="text-red-selected">mspan>el paint on both side ( inside & outside) suitable to <span class="text-red-selected">mspan>ount 3 phase starter, <span class="text-red-selected">mspan>ain switch and capacitor inside the pannel board vertically over 18 swg <span class="text-red-selected">mspan>.s. sheet. the pannel board should be provided with locking arrange<span class="text-red-selected">mspan>ent and have grover on rear side for fixing <span class="text-red-selected">mspan>otor hood. the danger board should be fixed on the to of the pannel door. 2.50<span class="text-red-selected">mspan><span class="text-red-selected">mspan>2 sub<span class="text-red-selected">mspan>erssible (3 core) flat cable isi <span class="text-red-selected">mspan>ark of reputed brand of isi specification including all cost, conveyance, cess etc co<span class="text-red-selected">mspan>plete but excluding cost of gst construction of 3 phase 11 kv line as per rec standard confir<span class="text-red-selected">mspan>ing to ie rules 1956 with 300 kg 9 <span class="text-red-selected">mspan> long psc pole with 80 sq<span class="text-red-selected">mspan><span class="text-red-selected">mspan> aaac , 11 kv "v" cross ar<span class="text-red-selected">mspan>, with required no.of 11 kv t & c disc. insulators in tension point & 11 kv pin insulators, couping & padding of poles. danger board at each pole, anti cli<span class="text-red-selected">mspan>bing devices, stay set at bending point & double stay at end point with 18 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> g.i.h.t.stay, concreting of stay with anchor plate, guarding at road crossings etc. including cost of all <span class="text-red-selected">mspan>aterials, labour transportation,inspection & co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning etc. co<span class="text-red-selected">mspan>plete. construction and erection of 11 /0.4 kv , 25 kva double pole <span class="text-red-selected">mspan>ounted substation star rated confir<span class="text-red-selected">mspan>ing to re rules 1956, <span class="text-red-selected">mspan>ounted on 2.44 <span class="text-red-selected">mspan>tr. long structure, supported in 300 kg 9 <span class="text-red-selected">mspan>tr long psc pole,transfor<span class="text-red-selected">mspan>er hard channel & top channel <span class="text-red-selected">mspan>ade of 2.8 <span class="text-red-selected">mspan> long 100 x 50 x 6 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.channel, transfor<span class="text-red-selected">mspan>er belting on 2.80 <span class="text-red-selected">mspan> long 50 x 50 x 5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.angle, (all rec spn std.f-3) with all accessories like 3 pole 11 kv hg fuse(f-5)& a.b.switches(f-9) both <span class="text-red-selected">mspan>ounted on 2.8 <span class="text-red-selected">mspan> long 75 x 40 x 6 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.channel and supported by 1.0 <span class="text-red-selected">mspan> long 50 x 50 x 5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> <span class="text-red-selected">mspan>.s.angle, with 3 no. 11 kv lightening arrestors & distribution box for 25 kva s/s, g.i.pipe earthing with 25x5<span class="text-red-selected">mspan><span class="text-red-selected">mspan> g.i.flats including cost of 25 kva 11/0.4 k.v.transfor<span class="text-red-selected">mspan>er , 35 sq<span class="text-red-selected">mspan><span class="text-red-selected">mspan> 3 1/2 core pvc cable - 40 <span class="text-red-selected">mspan>tr couping & padding of poles, danger board at each pole, anti cli<span class="text-red-selected">mspan>bing devices & all other necessary fittings i.e required size nuts & bolts, brackets, cable, cable sockets, barbed fencing ( size (15'x10') with constn. of retaining wall, erection of rcc fencing post , sand filling and <span class="text-red-selected">mspan>etal spreading ,fixing of iron grill gate etc as per cesu specification etc. including cost of all <span class="text-red-selected">mspan>aterials, labour , transportation co<span class="text-red-selected">mspan>plete with liasioning for testing inspection & co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning. construction of boundry wall fancing ( size (15'x10') with constn. of retaining wall, erection of rcc fencing post , sand filling and <span class="text-red-selected">mspan>etal spreading ,fixing of iron grill gate etc for substation as per cesu specification etc. including cost of all <span class="text-red-selected">mspan>aterials, labour , transportation co<span class="text-red-selected">mspan>plete with liasioning for testing inspection & co<span class="text-red-selected">mspan><span class="text-red-selected">mspan>issioning. electrical installation with electrical <span class="text-red-selected">mspan>aterials such as pvc tape, a<span class="text-red-selected">mspan>pere tape, 7/20 pvc copper wire, 3/20 pvc copper wire, g.i. flexible conduite pipe, no.6 g.i. wire, copper cable socket, g.i. socket and flange and petty <span class="text-red-selected">mspan>aterials required for electrical installation including fixing of td cable inside the earth trench as per direction of engineer-in-charge.. electrical earthing with digging earth pit of size (2 ft x 2 ft x 3 ft ) and using 1/2 '' g.i pipe ,no -6 g.i wire ,cable socket ,flange , carcoal, salt etc. as per the direction of the engineer-incharge. 4 kvr power shunt capasitor 4.0 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> 2 pvc single core copper wire labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level in alluvial soil strata by <span class="text-red-selected">mspan>ud rotary rig drilling as required to suit the site condition as per the direction of engineer in charge including use of own rigs with its accessories, tools and plants and all consu<span class="text-red-selected">mspan>ables (like coir rope, cotton waste and bentonite powder etc. co<span class="text-red-selected">mspan>plete) etc. for lowering of finished bore suitable for lowering (<span class="text-red-selected">mspan>ini<span class="text-red-selected">mspan>u<span class="text-red-selected">mspan> 400 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia.) of 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia gi/pvc pipe for housing fitted with sockets and with or without well screen as per the necessity for the soft <span class="text-red-selected">mspan>ediu<span class="text-red-selected">mspan>, hard and boulder for<span class="text-red-selected">mspan>ations (. gi/pvc casing pipes if required by the contractor to prevent collapse of over burden portion ) including lower and withdrawing of casing pipes after drilling 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> to 450<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia in over burden portion. for drilling of 200 (8”) dia pipe. fro<span class="text-red-selected">mspan> 0 <span class="text-red-selected">mspan>tr. to 100th <span class="text-red-selected">mspan>eters supply of all labour & t&p for lowering the following sizes of pvc pipes with or without slotted pipes as per the necessity fro<span class="text-red-selected">mspan> ground level & fitted & fixed up in perfectly verticaly position inlcuding cutting & threading pipe and slotted pipe and fixing all jointing <span class="text-red-selected">mspan>aterials etc. co<span class="text-red-selected">mspan>plete. and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign <span class="text-red-selected">mspan>aterials fro<span class="text-red-selected">mspan> above excluding cost of fitting & joining <span class="text-red-selected">mspan>aterials. 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc/gi casing pipes cleaning and developing the production well using their own co<span class="text-red-selected">mspan>pressor continuously worked till clear and adequate discharge is obtained fro<span class="text-red-selected">mspan> the tube well including supply and use of all necessary equip<span class="text-red-selected">mspan>ents and labour as per the direction of engineer-in-charge. supplying all <span class="text-red-selected">mspan>aterials,labour t & p for packing the bore with washed gravel size (p-6) arround the well screen and pipes in good quality including cost of gravel ,conveyance,royality,etc co<span class="text-red-selected">mspan>plete as per direction engineer-in-charge. (100<span class="text-red-selected">mspan> depth) =0.786 x (0.4² - 0.2²) x 100<span class="text-red-selected">mspan>tr = 9.43 say 9.5 cu<span class="text-red-selected">mspan> supplying all labour tools ,plant and grouting with ce<span class="text-red-selected">mspan>ent bentonite slurry for saline sealing in the bore arround 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc casing pipe etc all co<span class="text-red-selected">mspan>plete as per direction of engg in charge(including cost of ce<span class="text-red-selected">mspan>ent and bentonite) labour charges for cutting transverse slot on 200 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia pvc pipe with slot size 1.5 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> as per specification threading charges 8" pvc bail plug 8" pvc threaded end cap pn-10 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> x 12" long pvc shot piece 200<span class="text-red-selected">mspan><span class="text-red-selected">mspan> ø schedule 80 casing pipe (as per ep<span class="text-red-selected">mspan> rate order no.2877 dated 05.07.2025) water sa<span class="text-red-selected">mspan>ple test if required
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223 Security Services
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Central Government/Public Sector
TRN :35381589 |  26 Sep, 2025
Tender Value : 0
 Pune - Maharashtra
Tender for ge<span class="text-red-selected">mspan> bids for <span class="text-red-selected">mspan>t, clutch <span class="text-red-selected">mspan>aster cyl, clutch slave cylinder, cover assy, radiator assy, shround fan, cable co<span class="text-red-selected">mspan>plete clutch, rearbrake cover co<span class="text-red-selected">mspan>plete, clutch cable assy, feed pu<span class="text-red-selected">mspan>p 6d, assy refilling container co<span class="text-red-selected">mspan>plete, assy hose, hp hose, suction hose, clutch assy, pressure plate, clutch releasebearing, assy oil filter, bearing assy front, air filter ele<span class="text-red-selected">mspan>ent
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224 Railway Transport
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Central Government/Public Sector
TRN :35363969 |  08 Oct, 2025
Tender Value : 0
 Jhansi - Uttar Pradesh
Tender for supply of plate asse<span class="text-red-selected">mspan>bly <span class="text-red-selected">mspan>ovable contact to e<span class="text-red-selected">mspan>d part no. 8251207..
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225 Railway Transport
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Central Government/Public Sector
TRN :35364086 |  10 Oct, 2025
Tender Value : 0
 Adra - West Bengal
Tender for supply of 7/8 22.22 <span class="text-red-selected">mspan><span class="text-red-selected">mspan> dia. zinc plated.
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226 Railway Transport
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Central Government / Public Sector
TRN :35364105 |  08 Oct, 2025
Tender Value : 0
 Secunderabad - Telangana
Tender for supply of set of labyrinth ring associated co<span class="text-red-selected">mspan>ponents non driving end for wap-7/ wag-9 traction <span class="text-red-selected">mspan>otors type 6fra 6068 as per clw spec. no. 4t<span class="text-red-selected">mspan>s.096.068 rev. 02 alt-2. set consisting of 05 ite<span class="text-red-selected">mspan>s as follows.- 1 innerlabyrinth nde as per clw drg. no. 4twd.096.042 alt-7. qty/set. 01 no. 2 inner labyrinth nde as per clw drg.no. 4twd.096.031 alt-6. qty/set. 01 no. 3 bearing cap nde as per clw drg. no. 3twd.096.032 alt-9. qty/set. 01 no. 4 cla<span class="text-red-selected">mspan>p plate nde as per clw drg. no. 2twd.096.033 alt-9. qty/set. 01 no. 5 speed probe housing<span class="text-red-selected">mspan>achined nde as per clw drg. no. 1twd.096.077 alt-5. qty/set. 01 no..
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227 Railway Transport
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Central Government/Public Sector
TRN :35364303 |  30 Sep, 2025
Tender Value : 0
 Moradabad - Uttar Pradesh
Tender for supply of 42 kv la disconnector asse<span class="text-red-selected">mspan>bly, confir<span class="text-red-selected">mspan>ing to the latest revision of iec standard iec:60099-4 ed 2.2 2009 - 05. the disconnector asse<span class="text-red-selected">mspan>bly will include adopter plate and earth plate as per rdso spec. no.ti/spc/psi/<span class="text-red-selected">mspan>ogtla/0101 02/2015.
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228 Railway Transport
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Central Government/Public Sector
TRN :35364504 |  06 Oct, 2025
Tender Value : 0
 Bhusawal - Maharashtra
Tender for supply of c2w relay valve with 3/4 hole in the base plate to pt.no. 1 & 3 with 6<span class="text-red-selected">mspan><span class="text-red-selected">mspan> choke in the exhaust to wabco pt.no. 57999 1: sil pt.no. 30301723: sab wabco pt. no. 5050 01300.each unit should be e<span class="text-red-selected">mspan>boss/engr aved with <span class="text-red-selected">mspan>akers na<span class="text-red-selected">mspan>e, <span class="text-red-selected">mspan>onth, year & batch no.of <span class="text-red-selected">mspan>anufacturing a conspicious place.this ite<span class="text-red-selected">mspan> is reserved for rdso approved sources only. nos..
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229 Railway Transport
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Central Government/Public Sector
TRN :35364580 |  15 Oct, 2025
Tender Value : 0
 Jhansi - Uttar Pradesh
Tender for supply of double locking plate for traction <span class="text-red-selected">mspan>otor.
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230 Security Services
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Central Government/Public Sector
TRN :35365232 |  23 Sep, 2025
Tender Value : 0
 Pithoragarah - Uttaranchal
Tender for ge<span class="text-red-selected">mspan> bids for <span class="text-red-selected">mspan>t, brake shoe assy, disc pad, kit pad assy front, pad, bearing assy front, assy fuel filter, jont assyuniversal, fuel <span class="text-red-selected">mspan>otor, assy release bearing, clutch slave cylinder, clutch <span class="text-red-selected">mspan>aster cyl, tankcoolant vehicular, assy universal joint, bush kinpin, ar<span class="text-red-selected">mspan>ature, field coil, solenoid switch, plateclutch, drive assy, brush gear assy, brush set
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