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229Latest Spacer sleeve Tenders List

Latest Spacer sleeve Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Spacer sleeve tenders in India’s competitive e-procurement ecosystem requires more than just access—it demands accurate data, real-time monitoring, and expert analysis.

At Tender18 Infotech Private Limited, we bring deep industry experience in government procurement to help businesses identify, evaluate, and win Spacer sleeve tenders efficiently. With a centralized platform aggregating 1100+ live tenders, we provide a single, trusted source for opportunities from central, state, and PSU departments.


Real-Time Spacer sleeve Tender Intelligence & Monitoring

Our advanced dashboard delivers actionable insights and structured tender data, enabling you to make faster and smarter bidding decisions.

We categorize Spacer sleeve tenders into:

  • Supply Tenders – BOQs and specifications sourced from GeM and PSUs
  • Service Tenders – NITs and scope of work from CPPP and state portals
  • EPC Projects – Large-scale infrastructure tenders with financial and design data

✔ This structured approach ensures complete transparency and deeper bid analysis before submission.


Comprehensive Sources of Spacer sleeve Tenders

Tender18 acts as a centralized gateway by aggregating tenders from trusted and official sources:

  • Central Government Portals – CPPP, NIC, and Government e-Marketplace (GeM)
  • Railways & Transport – IREPS and Metro Rail projects
  • Power & Energy PSUs – NTPC, ONGC, NHPC, PowerGrid
  • Defense & Strategic Sectors – MES and DRDO tenders
  • State e-Procurement Portals – Gujarat, Maharashtra, Tamil Nadu, UP, and more

✔ Every listing is verified and regularly updated to maintain data accuracy and trust.


Step-by-Step Guide to Participate in Spacer sleeve Tenders

1. Eligibility & Prequalification

Before bidding, ensure compliance with:

  • Financial turnover requirements (30–50% of tender value)
  • Past experience (2–3 similar projects)
  • Valid solvency certificate

2. Mandatory Documentation Checklist

Prepare the following to avoid disqualification:

  • Digital Signature Certificate (Class 3 DSC)
  • GST, PAN, MSME/Udyam registration
  • EMD (Earnest Money Deposit) or exemption proof
  • Technical bid with execution methodology

3. BOQ Analysis & Financial Bidding

The BOQ (Bill of Quantities) is the most critical component:

  • Analyze item-wise pricing
  • Ensure competitive yet sustainable quotes
  • Avoid underbidding risks (L1 pressure)

✔ Expert analysis can significantly improve your bid success ratio.


Why Tender18 is a Trusted Platform for Spacer sleeve Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Spacer sleeve tenders are sourced from official portals and cross-checked for accuracy.

✔ Advanced Filtering Tools

Filter tenders by value, EMD, location, and category for precise targeting.

✔ Corrigendum & Update Tracking

Get instant alerts on deadline changes and specification updates.

✔ Historical Data Insights

Analyze past tender results to understand pricing trends and competition.

✔ End-to-End Bidding Support

From discovery to submission, including GeM onboarding and strategy.


Growth of Spacer sleeve Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Spacer sleeve sector has seen significant growth in e-tendering opportunities.

The rise of GeM-based procurement models like:

  • L1 Purchase
  • Direct Procurement
  • MSME-friendly policies

…has made it easier for startups and SMEs to participate and win contracts


Frequently Asked Questions (SEO Optimized)

How can I get daily Spacer sleeve tender alerts?

You can register on Tender18 and select your preferred category. You will receive daily email alerts with all new Spacer sleeve tenders.

Is EMD mandatory for all Spacer sleeve tenders?

No, MSME and Udyam-registered businesses may get exemptions. Always check the NIT for specific conditions.

What is the difference between a Spacer sleeve work tender and supply tender?

A supply tender involves delivering goods, while a work tender includes execution, labor, and project completion.

Can I access private Spacer sleeve tenders on Tender18?

Yes, we also track major private sector and EPC tenders along with government opportunities.


Get Expert Support for Spacer sleeve Tenders

Tender18 is more than a listing platform—we are your strategic partner in winning tenders.

Our services include:

  • Tender discovery & analysis
  • Documentation support
  • Bid strategy & submission
  • GeM registration & OEM onboarding

📞 Call / WhatsApp: +91 7069661818
🌐 Website: www.tender18.com

T18 Ref No : 16643211
Location : mumbai , maharashtra
Source : GEM Tenders
NEW TENDER
tender for pn 102a lpa 90t , 58.25.74.114.5 - collar drive leak proof pn 561 131p305ab , 58.25.74.115.5 - collar drive leakproof pn 561 lpa 90t , 58.25.76.008.5 - gland leak proof pn 503 131p305ab , 58.25.76.009.5 - gland leakproof pn 503 lpa 90t , 58.25.79.834.5 - mating ring leak proof pn 214a 131p305ab , 58.25.79.835.5 - mating ring leak proof pn 214b 131p305ab , 58.25.79.836.5 - mating ring leakproof pn 214a lpa 90t , 58.25.79.837.5 - mating ring leakproof pn 214b lpa 90t , 58.25.80.858.5 - o ring leak proof pn 301 131p305ab , 58.25.80.859.5 - o ring pn 321a 131p305ab leakproof , 58.25.80.860.5 - o ring leak proof pn 321b 131p305ab , 58.25.80.861.5 - o ring leak proof pn 351a 131p305ab , 58.25.80.862.5 - o ring leak proof pn 351b 131p305ab , 58.25.80.863.5 - o ring leak proof pn 352a 131p305ab , 58.25.80.864.5 - o ring leak proof pn 352b 131p305ab , 58.25.80.865.5 - o ring leakproof pn 301 lpa 90t , 58.25.80.866.5 - o ring leakproof pn 321a lpa 90t , 58.25.80.867.5 - o ring leakproof pn 321b lpa 90t , 58.25.80.868.5 - o ring leakproof pn 351a lpa 90t , 58.25.80.869.5 - o ring leakproof pn 351b lpa 90t , 58.25.80.870.5 - o ring leakproof pn 352a lpa 90t , 58.25.80.871.5 - o ring leakproof pn 352b lpa 90t , 58.25.82.703.5 - loc plate leak proof pn 508 131p305ab , 58.25.82.704.5 - loc plate leakproof pn 508 lpa 90t , 58.25.83.705.5 - retainer leak proof pn 401 131p305ab , 58.25.83.706.5 - retainer leak proof pn 601 131p305ab , 58.25.83.707.5 - spring leak proof pn 411 131p305ab , 58.25.83.708.5 - retainer leakproof pn 401 lpa 90t , 58.25.83.709.5 - spring leakproof pn 411 lpa 90t , 58.25.83.710.5 - snap ring leakproof pn 421 lpa 90t , 58.25.83.711.5 - retainer leakproof pn 601 lpa 90t , 58.25.85.848.5 - backup ring leak proof pn 303 131p305ab , 58.25.85.849.5 - snap ring leak proof pn 421 131p305ab , 58.25.85.850.5 - snap ring leak proof pn 585 131p305ab , 58.25.85.851.5 - thrst ring leak proof pn 422 131p305ab , 58.25.85.852.5 - backup ring leakproof pn 303 lpa 90t , 58.25.85.853.5 - thrust ring leakproof pn 422 lpa 90t , 58.25.85.854.5 - snap ring leakproof pn 585 lpa 90t , 58.25.90.830.5 - seal ring leak proof pn 102b 131p305ab , 58.25.90.831.5 - seal ring leakproof pn 102b lpa 90t , 58.25.91.830.5 - sleeve leak proof pn 510 131p305ab , 58.25.91.831.5 - sleeve leakproof pn 510 lpa 90t , 58.25.97.690.5 - lockpin leak proof pn 515 131p305ab , 58.25.97.691.5 - lockpin leakproof pn 515 lpa 90t , 58.25.98.002.5 - spacer leak proof pn 586a 131p305ab , 58.25.98.003.5 - spacer leak proof pn 586b 131p305ab , 58.25.98.004.5 - spacer leakproof pn 586a lpa 90t , 58.25.98.005.5 - spacer leakproof pn 586b lpa 90t , 58.25.99.046.5 - housing m r leak proof pn 532 131p305ab , 58.25.99.047.5 - set of fasteners leak proof 131p305ab , 58.25.99.048.5 - housing m r leakproof pn 532 lpa 90t , 58.25.99.049.5 - set of fasteners, procurement of seal spares at bpcl mumbai refinery, as per tender 1000461468
Agency / Dept :
bharat petroleum corporation limited BPCL
Due Date :
Aug 18, 2026 (9 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16640484
Location : nashik , maharashtra
Source : GEM Tenders
NEW TENDER
corrigendum tender for 1 angle lh-top , 2 angle rh-top , 3 angle rh-bottom , 4 bracket-rh , 5 control column support bracket , 6 edge member-rh , 7 edge member-lh , 8 support member - nlg jack bracket , 9 tee-bot-sta16 , 10 splice-rh-sta17 , 11 tee-rh -sta18 -oxy- bay , 12 splice-lh -sta18 , 13 locking bracket-step way , 14 stepway pedal , 15 leveling bracket-fwd , 16 leveling bracket-aft-lh , 17 side member-lh-19-20 , 18 tee-rh-sta24-sta25 , 19 frl locator bracket-rh- sta19 , 20 angle-lh -sta24 , 21 bracket-y stopper , 22 lever-locking bracket , 23 lever-locking bracket , 24 lever-locking bracket , 25 lever , 26 bracket lever , 27 jacking pad , 28 i-s rib 2 center , 29 i-s rib 3 fwd , 30 i-s rib 6 , 31 lg aux- spar -fwd , 32 lg aux- spar -aft , 33 fork fitting -bal-tab , 34 rear spar splice joint , 35 i-b hinge sta3 -lh , 36 o-b hinge sta11 -lh , 37 nose block -fixed mass -sta1-sta , 38 t-e block -m-b -lh , 39 t-e block -o-b , 40 angle plate - support bracket , 41 fork fitting-bal-tab , 42 stopper -lh , 43 support plate -root , 44 wow bracket , 45 sleeve rh , 46 plate , 47 boss , 48 spacer-unfether pump , 49 bracket , 50 bell crank lever , 51 nut , 52 flap , 53 prv mounting bracket , 54 bracket , 55 bracket , 56 lever , 57 lever , 58 strech test bkt-rear cockpit , 59 lever , 60 actuator mounting lug , 61 bracket_lh , 62 base bracket , 63 lever , 64 spacer , 65 flange , 66 wedge- qtr panel -fc , 67 block , 68 bracket connector fitting , 69 lever , 70 angle, osaero job work for manufacturing of 70 parts ref semfg1260, 11f-1a-1110-229-0a0, 11f-1a-1110-230-0a0, 11f-1a-1110-231-0a0, 11f-1b-1510-006-2a0, 11f-1b-1540-010-0a0, 11f-1b-1620-002-2a0, 11f-1b-1620-003-1a0, 11f-1b-1620-006-0a0, 11f-1b-2160-004-0a0, 11f-1b-2170-009-0a0, 11f-1b-2180-007-0a0, 11f-1b-2180-013-0a0, 11f-1b-3090-008-0a0, 11f-1b-4020-006-0a0, 11f-1b-4080-001-0a0, 11f-1b-4090-001-0a0, 11f-1d-1120-166-0aa, 11f-1d-1120-170-0a0, 11f-1d-1120-177-0a0, 11f-1d-1120-178-0a0, 11f-1g-0080-001-0a0, 11f-1g-2010-001-0a0, 11f-1g-2020-001-0a0, 11f-1g-2030-002-0a0, 11f-1g-3010-011-0a0, 11f-1g-3020-002-0a0, 11f-2b-2000-017-1aa, 11f-2b-2000-022-1aa, 11f-2b-2000-024-1aa, 11f-2b-2110-001-1aa, 11f-2b-2130-001-1aa, 11f-2b-2140-001-1aa, 11f-2b-3070-001-1ab, 11f-2b-4000-051-1aa, 11f-2g-4000-001-1a0, 11f-2g-5000-001-1a0, 11f-2f-1000-141-1aa, 11f-2f-1000-801-0a0, 11f-2f-1000-804-1aa, 11f-3c-0010-007-0a0, 11f-3g-1000-008-0a0, 11f-3d-0010-001-1a0, 11f-3f-4000-005-0a0, 11f-4a-1000-007-000, 11f-4b-0010-010-0a0, 11f-4b-1040-003-0a0, 11f-4b-1150-004-0a0, 11f-5a-0020-005-000, 11f-5a-1230-001-0ab, 11f-5a-1240-001-0aa, 11f-5b-0010-006-0a0, 11f-5b-3010-003-0a0, 11f-5p-0010-006-0a0, 11f-6e-0010-001-0a0, 11f-6e-3250-001-0a0, 11f-6e-3280-001-0a0, 11f-6e-3520-001-0a0, 11f-6e-3710-001-0a0, 11f-6f-3120-001-0a0, 11f-6f-3130-001-0a0, 11f-6r-3850-001-1a0, 11f-6r-5010-001-0a0, 11f-6r-5030-001-0a0, 11f-7c-0040-001-000, 11f-8l-3170-002-0a0, 11f-9b-0050-004-0a0, 11f-9b-3440-002-0a0, 11f-9g-0080-001-0a0, 11f-6a-3330-001-0a0, 11f-7e-0010-001-0a0
Agency / Dept :
hindustan aeronautics limited HAL
Due Date :
Aug 22, 2026 (13 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16640522
Location : krishna , andhra pradesh
Source : GEM Tenders
NEW TENDER
corrigendum tender for spacer cum damper with retaining rod for bersimis conductor for 500 kv , rigid quad spacer for bersimis conductor for 500 kv , twin spacer for bersimis conductor for 500 kv , twin spacer for lapwing conductor for 800 kv , hexa spacer cum damper with retaining rod for lapwing conductor for 800 kv , hexa rigid spacer for lapwing conductor for 800 kv , spacer for dmr for lapwing conductor for 800 kv , midspan compression joint for acsr lapwing conductor , repair sleeve for acsr lapwing conductor , t connector for acsr lapwing conductor, supply of various types of conductor accessories up to 800 kv hvdc, spacer cum damper with retaining rod for bersimis conductor for 500 kv, rigid quad spacer for bersimis conductor for 500 kv, twin spacer for bersimis conductor for 500 kv, twin spacer for lapwing conductor for 800 kv, hexa spacer cum damper with retaining rod for lapwing conductor for 800 kv, hexa rigid spacer for lapwing conductor for 800 kv, spacer for dmr for lapwing conductor for 800 kv, midspan compression joint for acsr lapwing conductor, repair sleeve for acsr lapwing conductor, t connector for acsr lapwing conductor
Agency / Dept :
power grid corporation of india limited POWERGRID
Due Date :
Aug 14, 2026 (5 days left)
Tender Value :
Refer Document
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T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
NEW TENDER
tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design drawings, fab
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 26, 2026 (17 days left)
Tender Value :
172Cr
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T18 Ref No : 16640720
Location : bhadravati - MH , maharashtra
Source : GEM Tenders
NEW TENDER
corrigendum tender for mid span compression joint for acsr moose conductor , mid span compression joint for acsr bersimis conductor , mid span compression joint for acsr zebra conductor , mid span compression joint acsr moose conductor , mid span compression joint for htls moose conductor , repair sleeve for acsr moose conductor , repair sleeve for acsr bersimis conductor , repair sleeve for acsr zebra conductor , repair sleeve for aaac zebra conductor , conductor spacers -twin for acsr moose conductor , conductor spacers -twin for acsr zebra conductor , rigid spacer -twin for jumper for acsr moose conductor , rigid spacer - twin for jumper for acsr bersimis conductor , rigid spacer -twin for jumper for acsr zebra conductor , rigid spacer -quad for jumper for acsr moose conductor , rigid spacer twin for jumper for acsr zebra conductor , t connector for acsr moose conductor , t connector for acsr zebra conductor , t connector for acsr bersimis conductor , t connector for htls moose conductor , flexible aluminium bond for g.s. earthwire , earthwire suspension clamp for g.s. earthwire , earthwire tension clamp for g.s. earthwire , quad rigid spacer-moose-400kv for acsr moose conductor , rigid spacer -hexa for jumper for acsr zebra conductor , rigid spacer-hexa for jumper for acsr zebra conductor , rigid hexa spacer-zebra-765kv for acsr zebra conductor , twin spacer with retaining rod for moose-400kv for acsr moose conductor , quad spacer with retaining rod -moose-400kv for acsr moose conductor , hexa scd with retaining rod-zebra- 765kv for acsr zebra conductor, supply of various types of conductor and earth wire accessories for transmission lines, mid span compression joint for acsr moose conductor, mid span compression joint for acsr bersimis conductor, mid span compression joint for acsr zebra conductor, mid span compression joint acsr moose conductor, mid span compression joint for htls moose conductor, repair sleeve for acsr moose conductor, repair sleeve for acsr bersimis conductor, repair sleeve for acsr zebra conductor, repair sleeve for aaac zebra conductor, conductor spacers (twin) for acsr moose conductor, conductor spacers (twin) for acsr zebra conductor, rigid spacer (twin) for jumper for acsr moose conductor, rigid spacer (twin) for jumper for acsr bersimis conductor, rigid spacer (twin) for jumper for acsr zebra conductor, rigid spacer (quad) for jumper for acsr moose conductor, t connector for acsr moose conductor, t connector for acsr zebra conductor, t connector for acsr bersimis conductor, t connector for htls moose conductor, flexible aluminium bond for 7/3.66mm g.s. earthwire, earthwire suspension clamp for 7/3.66mm g.s. earthwire, earthwire suspension clamp for 19/3.00mm g.s. earthwire, earthwire suspension clamp for 7/4.5mm g.s. earthwire, earthwire tension clamp for 7/3.66mm g.s. earthwire, earthwire tension clamp for 19/3.00mm g.s. earthwire, earthwire tension clamp for 7/4.5mm g.s. earthwire, quad rigid spacer-moose-400kv for acsr moose conductor, rigid spacer (hexa) for jumper for acsr zebra conductor, rigid hexa spacer-zebra-765kv for acsr zebra conductor, twin spacer with retaining rod for moose-400kv for acsr moose conductor, quad spacer with retaining rod -moose-400kv for acsr moose conductor, hexa scd with retaining rod-zebra-765kv for acsr zebra conductor
Agency / Dept :
power grid corporation of india limited POWERGRID
Due Date :
Aug 17, 2026 (8 days left)
Tender Value :
Refer Document
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T18 Ref No : 16585974
Location : baheri , uttar pradesh
Source : GEM Tenders
LIVE TENDER
corrigendum tender for o ring for stage casing , stage sleeve , spacer sleeve , sp sleeve lh , sp sleeve rh , balancing disc, ksb pump spares, o ring for stage casing, stage sleeve, spacer sleeve, sp sleeve lh, sp sleeve rh, balancing disc
Agency / Dept :
uttar pradesh cooperative sugar factories federation ltd UPCSFFL
Due Date :
Aug 10, 2026 (1 day left)
Tender Value :
65K
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T18 Ref No : 16450452
Location : nighasan , uttar pradesh
Source : GEM Tenders
LIVE TENDER
tender for spares ksb make hda 65 upon 13 feed pump bearing with adapter sleeve , spares ksb make hda 65 upon13 feed pump oil seal 45 x 55 x 7 , spares ksb make hda 65 upon 13 feed pump bearing housing suction is 210 gr fg 260 , spares ksb make hda 65 upon 13 feed pump diffuser , spares ksb make hda 65 upon 13 feed pump balancing disc , spares ksb make hda 65 upon 13 feed pump stage sleeve , spares ksb make hda 65 upon 13 feed pump sp sleeve inlet , spares ksb make hda 65 upon 13 feed pump sp sleeve outlet , spares ksb make hda 65 upon 13 feed pump impeller , spares ksb make hda 65 upon 13 feed pump o ring and gasket set , spares ksb make hda 65 upon 13 feed pump gland packing , spares ksb make hda 65 upon 13 feed pump circlip , spares ksb make hda 65 upon 13 feed pump spacer sleeve suction is 210 gr fg 260 , spares ksb make hda 65 upon 13 feed pump spacer sleeve discharge , spares ksb make hda 65 upon 13 feed pump oil cup , spares ksb make hda 65 upon 8 hwd feed pump bearing 6308 , spares ksb make hda 65 upon 8 hwd feed pump bearing with adapeter sleeve , spares ksb make hda 65 upon 8 feed pump sp sleeve lh , spares ksb make hda 65 upon 8 feed pump sp sleeve rh , spares ksb make hda 65 upon 8 feed pump diffuser , spares ksb make hda 65 upon 8 feed pump balancing disc , spares ksb make hda 65 upon 8 feed pump stage sleeve , spares ksb make hda 65 upon 8 feed pump o ring and gasket set , spares ksb make hda 65 upon 8 hwd feed pump discharge head impeller, ksb make hda 6513 and wl 6587 feed pump spare part, spares ksb make hda 65 upon 13 feed pump bearing with adapter sleeve, spares ksb make hda 65 upon13 feed pump oil seal 45 x 55 x 7, spares ksb make hda 65 upon 13 feed pump bearing housing suction is 210 gr fg 260, spares ksb make hda 65 upon 13 feed pump diffuser, spares ksb make hda 65 upon 13 feed pump balancing disc, spares ksb make hda 65 upon 13 feed pump stage sleeve, spares ksb make hda 65 upon 13 feed pump sp sleeve inlet, spares ksb make hda 65 upon 13 feed pump sp sleeve outlet, spares ksb make hda 65 upon 13 feed pump impeller, spares ksb make hda 65 upon 13 feed pump o ring and gasket set, spares ksb make hda 65 upon 13 feed pump gland packing, spares ksb make hda 65 upon 13 feed pump circlip, spares ksb make hda 65 upon 13 feed pump spacer sleeve suction is 210 gr fg 260, spares ksb make hda 65 upon 13 feed pump spacer sleeve discharge, spares ksb make hda 65 upon 13 feed pump oil cup, spares ksb make hda 65 upon 8 hwd feed pump bearing 6308, spares ksb make hda 65 upon 8 hwd feed pump bearing with adapeter sleeve, spares ksb make hda 65 upon 8 feed pump sp sleeve lh, spares ksb make hda 65 upon 8 feed pump sp sleeve rh, spares ksb make hda 65 upon 8 feed pump diffuser, spares ksb make hda 65 upon 8 feed pump balancing disc, spares ksb make hda 65 upon 8 feed pump stage sleeve, spares ksb make hda 65 upon 8 feed pump o ring and gasket set, spares ksb make hda 65 upon 8 hwd feed pump discharge head impeller
Agency / Dept :
uttar pradesh cooperative sugar factories federation ltd UPCSFFL
Due Date :
Aug 11, 2026 (2 days left)
Tender Value :
4.9L
View Documents
T18 Ref No : 16310540
Location : rawatbhata , rajasthan
Source : GEM Tenders
LIVE TENDER
tender for casing wear ring , shaft , spacer sleeve , stuffing box bush , deep groove ball bearing , bearing spacer , thrust collar , lock nut , locking washer , sleeve nut lh , sleeve nut rh , impeller key , coupling key , o ring , o ring for bearing end cover , complete set of pump, as per specification sheet
Agency / Dept :
nuclear power corporation of india limited NPCIL
Due Date :
Aug 08, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 16565139
Location : pathankot , punjab
Source : GEM Tenders
LIVE TENDER
tender for distributor head , crossed disc , camplate , roller , bearing pin , vane pump , governor shaft , injector nozzle , sealing kit , spacer sleeve , oil filter , fuel filter , hose assy, boqboq, distributor head, crossed disc, camplate, roller, bearing pin, vane pump, governor shaft, injector nozzle, sealing kit, spacer sleeve, oil filter, fuel filter, hose assy
Agency / Dept :
indian army
Due Date :
Aug 11, 2026 (2 days left)
Tender Value :
Refer Document
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T18 Ref No : 16597658
Location : raipur , chhattisgarh
LIVE TENDER
tender for (1)intermediate ring, plasser part no. el-t2095.11, make: plasser. (2)connecting rod, plasser part no. el-t2095.08, make: plasser. (3)spacer sleeve, plasser part no. el-t2095.25, make: plasser., spacer sleeve, plasser part no. el-t2095.25, make: plasser. - warranty period: 30 month s after the date of delivery
Agency / Dept :
south east central railway SECR
Due Date :
Aug 18, 2026 (9 days left)
Tender Value :
Refer Document
View Documents

Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Spacer Sleeve. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Spacer Sleeve sector is massive.

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Do I need specific testing or quality certificates to apply for these contracts?

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What is a BOQ and why is it important for my bid?

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7.

As an MSME, can I get financial benefits when bidding for Spacer Sleeve?

Yes, the government strongly supports MSMEs. By uploading a valid Udyam Registration Certificate in the technical envelope, small businesses are frequently exempted from paying the initial Tender Document Fee and the Earnest Money Deposit (EMD).

8.

Why should I list my services or products on GeM for this category?

GeM is now the primary digital marketplace for all government agencies. If you are properly cataloged for Spacer Sleeve, officers can view your profile and generate direct purchase orders or invite you to participate in exclusive Custom Bids.

9.

What makes Tender18 a reliable GeM support partner?

As a highly trusted and expert GeM consultant, Tender18 holds a proven support success ratio of over 95%. From flawless profile creation and complex catalogue mapping to OEM panel approvals and live Reverse Auction (RA) support, we handle it all seamlessly.

10.

What does "L1" mean in these government contracts?

"L1" stands for "Lowest Bidder 1". In government procurement, after all technical envelopes are approved, the financial sheets (BOQs) are opened. The bidder who has quoted the lowest compliant price for Spacer Sleeve is declared L1 and is generally awarded the contract

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