Plant Machinery Tenders

Central Government/Public Sector

CTN :41107879

07 Aug, 2025 33.60 Lacs

Tezpur - Assam

Tender For repair maintenance polishing painting of wooden and steel furniture for unit 524 under ge (s) tezpur

corporations/Associations/Others

CTN :41107220

31 Jul, 2025 NA

Kolkata - West Bengal

Tender For procurement of lanxess make lewatit resins for condensate polishing unit (cpu) of ktps, dvc

State Government

CTN :41108792

01 Aug, 2025 NA

Chennai - Tamil Nadu

Tender For etender with reverse bidding for supply of consumable item (imported steel grit) for tamin granite cutting and polishing unit , 100 percentage eou , melur, madurai district

CTN :41074342

11 Aug, 2025 NA

Mumbai - Maharashtra

Tender For tender for supply of 24brsc004 spares of various types of ro plant d d - cartridge filter elements , pulsation damper 0 16 lts , diaphragm for pulsation damper 2 lts , motor 11 kw , processor control , 1250 mm long hose , 250 mm long hose , 325 mm long hose , 500 mm long hose , 630 mm long hose , 670 mm long hose , 575 mm long hose , 200 mm long hose , 450 mm long hose , 300 mm long hose , 720 mm long hose , flow switch , pulsation damper 2 lts , flow switch , pressure gauge 0 100 , pressure gauge 0 10 , sensor cable with electrode , seal ring cartridge filter housing , tee pvc push in fitting pu 9 , mcb 2a , sensor cable with electrode , motor for plunger pump 11kw 415v 50hz 3phase , 6 mm bolts for filter pump , casing , abs service kit , programmable logic controller version 2 , repair kit for pre filter pp , cartridge filter , cartridge filter assembly 20 , support gravel 1 5 3 0 mm , jubilee clips 00 13 mm to 20 mm , handle , dt module tool kit , membrane solution 44 , membrane cleaner 33 , pressure switch , flow meter , 825 mm long hose , 1000 mm long hose , 1650 mm long hose , cartridge filter complete , pressure transmitter , globe valve sampling cock pvc 1 4 bsp f , ss service kit , pulley for pump , taper bush for hp pump motor , valve kit for hp pump , manifold head , valve kit con 6 no 206535 206536 206537 206538 206539 206540 , spring washer , pressure ring p30 43 130 , seal retainer 2 pc , ceramic plunger , hp pump inlet manifold , coil spring 70 kg , anode plug zinc anode , crankcase casing , cartridge filter element , media for sand filter grade i , support gravel 2 0 3 0 mm , h p pump c case oil , ss jubilee clips 2x 45 mm to 60 mm , pu9 hose , lip seal dt module , o ring for head distributor assembly , high pressure hose module outlet , hp flexible hose , high pressure hose module outlet , brine r w hp flexible hose xl , product water flex hose fm manifold to plant , rubber hose 20mm , hp pump driving belt set , h p pump driving belt set of 2 , hp pump driving belt set , coupler for victaulic coupling 1 , belt spanner , high pressure pump for 01 02 tpd ro plant

CTN :40741745

21 Jul, 2025 31.70 Lacs

Sundergarh - Odisha

Tender For corrigendum : custom bid for services miscellaneous contingency works in ash utilization-1a) the scope of work includes providing and covering the earth of about 300 mm to 500 mm thick over the final ash layer as per site condition and direction of eic. the agency has to arrange the earth. the earth to be covered at already filled ash sites as and when required. the agency has to arrange the good earth including all compliances like permission from relevant govt office, payment of royalty etc. loading, transportation and disposal of earth at site, leveling or dressing of disposed earth (as per site condition and direction of eic) at different sites as per instruction of eic. 1b) in dewatering work the agency has to deploy dewatering pump (diesel/electric) with all the t&ps with suction and discharge pipes as per requirement at site so that water can discharged at the identified nearby channel/nallah etc. without causing any disturbance to the locality. 1c) agency has to provide jcb/excavator complete with operator and helper as required as per requirement at inside or outside of the plant as per instructions of eic. 1d) slag transportation to be done by agency as and when required from rsp slag yard and to be filled/laid in dyke and for repairing of road. 1e) the cleaning/moping work to be done inside/outside of the plant as per the requirement and instructions of eic. it includes moping and cleaning of roads and clearing any ash for emergency purpose during visit of govt. officials. 1f) a skilled manpower is required to be provided for various work like reconciliation of bricks and preparing logbook of the same, keeping and monitoring gps data of gps deployed in trucks, daily updation of ash user data required for ash sale, monitoring of jcb work, compiling end user data, monitoring of dewatering at site etc. computer skill is a requirement for this boq. 1g) the road cleaning of outside road of nspcl s silos using mechanized road sweeper machine to be done as per instruction of eic. hence the agency has to deploy required machinery along with all the fulfilments like operator, helper (if required), fuel and required maintenance along with spares for smooth operation of machine as per schedule and instruction if eic. the dust, dirt, debris etc. from the cleaning activities to be disposed at designated area in the direction of eic. 2. area of work: the job is to be carried out inside/outside of the plant as per requirement and as per instructions of eic. 3. list of major equipment and system covered in this contract: the following equipments may require to be deployed to achieve desired progress. the list is indicative and may vary as per actual requirement. a) jcb / pay loaders b) hiwas/tippers/trucks c) levelling equipment s with all accessories in good working condition d) water pump e) dg set f) road sweeping machine 4. general scope of work: various miscellaneous works like earth cover, dewatering, deployment of jcb, transportation of slag, ash cleaning from.

CTN :41082917

22 Jul, 2025 3.59 Crore

Patna - Bihar

Tender For state scheme (nabard)/25-26/barsoi/01 - construction of hl rcc bridge from ganjan to vibhor hat road at ch.-1.720km, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) upto 3m depth, providing and constructing temporary island 8 m diameter for construction of pile foundation. assuming depth of water 4.0 m and height of island 4.5 m., dismantling of reinforced concrete pile head complete as per drqwing and technical specification, providing and laying of pcc m15 levelling course 150mm thick below the pile cap. ii. pcc grade m-15 (levelling course), r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification. pile cap in rcc m-35, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 6 mm thick as per detailed drawing., r.c.c. grade m-35 in substructure complete as per dwg & tech specification i) upto 5m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-40 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), supplying, fitting and placing hysd bar reinforcement (fe 500) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level pot-ptfe bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, ptfe surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per irc: 83 part-i & ii respectively and other parts conforming to bs: 5400, section 9.1 & 9.2 and clause 2006 of morth specifications complete asper drawing and approved technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ii. rcc m-35, supplying, fitting and placing hysd bar reinforcement (fe 500) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3, provision of an reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with rein forced cement concrete with hysd r

CTN :41067144

22 Jul, 2025 8.85 Crore

Patna - Bihar

Tender For mgsy/25-26/siwan-1 /01 - high level bridge across river on const. of rcc hl bridge with approach road over sona river between pakri makriyar to chhotka manjha in block - siwan sadar , rwd division siwan-1 , district - siwan , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design beyond 5 m and upto 10m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the fu

CTN :41082914

22 Jul, 2025 4.44 Crore

Patna - Bihar

Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diasmeter all complete job as per specifiactions and direction of e/l, providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. elastomeric bearing & pad, providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concre

CTN :41082915

22 Jul, 2025 9.97 Crore

Samastipur - Bihar

Tender For (nabard)/25-26/samastipur/01 - construction of hl rcc bridge over shanti river in chakmahesshi panchayat near chakmaheshi dhala, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-30, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specificationi) upto 5m height (using concrete mixer), ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specificationrcc m-35ii) from 5m upto 10m height (using concrete mixer), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 i) sandy material, providing and laying filter media with granular crushed aggregates (jhama metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5ii. rcc m-30, supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3,

CTN :40891735

22 Jul, 2025 4.68 Lacs

Kota - Rajasthan

Tender For corrigendum : supply of sand filter media for gravity filter beds installed at stage-i and ii water pretreatment plant, kstps, kota.

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