sales@tender18.in| +917069661818
Register Now Free Trial
Register Now Free Trial
Search Tenders
Filters
Reset All
Tender Status
T18 Ref No
All States
All Cities
All Agencies
Tender ID
Due Date
Tender Value
Tender Source (GeM, Cppp & Others)
Tender Type

169Latest Steel reinforcement Tenders List

Latest Steel reinforcement Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Steel reinforcement 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 Steel reinforcement 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 Steel reinforcement Tender Intelligence & Monitoring

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

We categorize Steel reinforcement 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 Steel reinforcement 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 Steel reinforcement 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 Steel reinforcement Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Steel reinforcement 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 Steel reinforcement Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Steel reinforcement 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 Steel reinforcement tender alerts?

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

Is EMD mandatory for all Steel reinforcement tenders?

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

What is the difference between a Steel reinforcement 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 Steel reinforcement tenders on Tender18?

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


Get Expert Support for Steel reinforcement 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 : 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 (18 days left)
Tender Value :
172Cr
View Documents
T18 Ref No : 16589172
Location : songadh , gujarat
Source : GEM Tenders
LIVE TENDER
tender for double layered silicon hose with steel wire reinforcement for high temperature application
Agency / Dept :
nuclear power corporation of india limited NPCIL
Due Date :
Aug 25, 2026 (17 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16324180
Location : sundarnagar , himachal pradesh
Source : GEM Tenders
LIVE TENDER
tender for ms angle 40x40x5mm , ms tee 40x25x3mm , ms channel 75x40x5mm , ms angle 25x25x3mm , ms flate 50x6mm , steel reinforcement bar 8mm dia , steel reinforcement bar 10mm dia , wire mesh 22 gauge, ms channel ms tee ms flat etc, as per is code
Agency / Dept :
bhakra beas management board BBMB
Due Date :
Aug 10, 2026 (2 days left)
Tender Value :
Refer Document
View Documents

Unlock Full Tender Access

Start Free Trial to download documents before deadline

Start Free Trial
T18 Ref No : 16449687
Location : kolkata , west bengal
Source : GEM Tenders
LIVE TENDER
tender for clearing vegetation , excavation , dismantling , brick flat surface , pcc , rcc , brick masonry , cement plaster , neat cement punning , building paint , filling river sand , road sub-grade preparation , wet mix macadam , cc paver block , structural steel , steel reinforcement , concertina coil fencing , tree cutting , ground surface dressing, extension of parking area for packed and bulk lorry at raiganj lpg plant, clearing vegetation, excavation ordinary soil, depth up to 1.5 m with disposal outside, dismantling brick masonry, brick flat surface 80 mm, class 50, plain cement concrete 1-1.5-3 coarse sand, reinforced cement concrete 1-1.5-3 coarse sand, brick masonry in cement mortar, class 40, cement plaster 12 mm, 1-5 coarse sand, cement plaster 18 mm, 1-5 coarse sand, neat cement punning, building paint cement primer, 2 coats, building paint snowcem, 2 coats, supplying & filling river sand, road sub-grade preparation, wet mix macadam, cc paver block laying, 80 mm, structural steel manual fabrication & erection, steel reinforcement tmt, concertina coil fencing, 450 mm dia., tree cutting girth 30-60 cm, ground surface dressing
Agency / Dept :
bharat petroleum corporation limited BPCL
Due Date :
Aug 17, 2026 (9 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16311364
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
tender for earth work in excavation , filling available excavated earth excluding rock , position cement concrete , reinforced cementconcrete , foundations footings bases of columns etc , columns lintels beams plinth beams roofs etc , steel reinforcement , brick work with common fly ash bricks , structural steel work riveted , neat cement , painting with synthetic enamel paint , 15 mm cement plaster , 6mm cement plaster , water proofing material , premium acrylic emulsion paint , random rubble masonry , removal of damaged barbed wire fencing , water proofing treatment , rigid pvc rain water pipes , supplying and stacking , ms stays and clamps of 100 mm dia , drain cleaning including removal of muck , surface dressing of the ground , 12 mm cement plaster , removing white or colour wash , wall painting with acrylic emulsion paint , providing and applying white cement , finishing walls with acrylic smooth exterior paint , providing and applying plaster of paris putty , white washing with lime , providing and mixing water proofing material , demolishing stone rubble masonry , demolishing brick work , providing and injecting approved grout , providing and fixing glass panes 4 point 0 mm thick glass , providing and fixing glass panes 5 point 0 mm thick glass , providing and fixing glazing in aluminium door 4 point 0 mm thickness , providing and fixing glazing in aluminium door 5 point 0 mm thickness , 30 mm thick factory , providing and fixing factory made panel pvc door , providing and fixing aluminium work for doors , for shutters of doors windows , providing and fixing isi marked flush door shutters , providing and fixing brass 100mm , providing and fixing aluminium handles , providing and fixing aluminium sliding door , providing and fixing bright finished , providing and fixing ist quality ceramic glazed , providing and laying ceramic glazed floor , providing and fixing white vitreous china , providing and fixing water closet squatting , providing and fixing wash basin , providing and fixing ms holder , removal cleaning collection and stacking of wet dry muck , loading trasportation and unloading of the dried muck , fencing with angle iron post , providing and fixing gi chain link , removal of honey bee , cleaning of septic tank, ancillary civil maintenace works at tummalapalle plant and tailing pond area of ucil tummalapalle, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth at all lead and lift as directed by engineer in charge in all kinds of soil, filling available excavated earth excluding rock in trenches and other areas as required in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering at all lead and lifts as per directions of engineer in charge, providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering at all levels as perdirections of engineer in charge with 1 isto 3 isto 6 1 cement 3 coarse sand 6 graded stoneaggregate 20 mm nominal size including compacting and curing as per specifications and directions of engineer in charge, providing and laying in position specified grade of reinforced cementconcrete excluding the cost of centering shuttering finishing andreinforcement at all levels as per directions of engineer in charge1 isto1 point 5 isto 3 1 cement 1 point 5 coarse sand 3 graded stoneaggregate 20 mm nominal size including compaction curing etc. complete as per directions of engineer in charge, centering and shuttering including strutting propping etc and removalof form as per directions of engineer in charge at all leads and lifta in foundations footings bases of columns etc a in foundations footings bases of columns etc, centering and shuttering including strutting, propping etc and removalof form as per directions of engineer in charge at all leads and lifta in foundations footings bases of columns etc b in superstructure columns lintels beams plinth beams roofs etc, steel reinforcement including straightening cutting bending placing in position and binding all complete at all leads and lift with thermo mechanically treated bars of grade fe 500d or more, brick work with common fly ash bricks of class of approved quality with designation 7 point 5 in cement mortar 1 isto 6 1 cement 6 coarse sand at all levels and lift as per directions of engineer in charge, structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete, neat cement punning, painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade in two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per directions of eic, 15 mm cement plaster with mix 1 isto 6 1 cement 6 fine sand at all lead and lifts with polymer modified cement mortar including curing cost of all materials labour tools and tackles etc complete as per directions of engineer in charge, 6mm cement plaster of mix 1 isto 3 1 cement 3 fine sand, providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers note per bag of 50 kg cement used in the mix, finishing walls with 100 percentage premium acrylic emulsion paint having voc less than 50 gm per litre and uv resistance as per is 15489 2004 alkali and fungal resistance dirt resistance exterior paint of required shade company depot tinted with silicon additive new work two or more coats applied 1 point 43 litre per 10 sqm over and including priming coat of exterior primer applied 0 point 90 litre per 10 sqm, random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 isto 6 isto 12 1 cement 6 coarse sand 12graded stone aggregate 20 mm nominal size at all lead and lifts with cement mortar 1 isto 6 1 cement 6 coarse sand including cost of all materials, tools and tackles and labour etc complete as per directions of engineer in charge, removal of damaged barbed wire fencing and replacement with new barbed wire weighing 9 point 38 kg per 100m minimum fitted and fixed gi staples, turn buckles etc complete as per directions of engnieer in charge, grading roof for water proofing treatment with cement concrete 1 isto 2 isto 4 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size, providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type a including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion i single socketed pipes 110 mm diameter, supplying and stacking 53 mm to 22 point 4 mm size stone aggregate including cost of materials transportation loading and unloading taxes and royalty charges etc complete as per directions of engineer in charge, providing and fixing ms stays and clamps of 100 mm dia for pipes including necessary screws etc complete as per directions of engineer in charge, drain cleaning including removal of muck sludge solids rubbish etc from drains decant pond and other areas includng cost of all hire charges of machinery labour charges taxes insurance tools and tackles etc. complete as per directions of engineer in charge, surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 500m all kinds of soil up to all lead and lift including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, cement plaster with a floating coat of neat cement 12 mm cement plaster finished with a floating coat of neat cement of mix 1isto 4 1 cement 4 fine sand up to all lead and lift including cost of all materials labor tools and tackles taxes royalty charges etc complete as per latest edition of is code specifications and direction of engineer in charge, removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, wall painting with acrylic emulsion paint having voc volatile organic compound content less than 50 grams per litre of approved brand and manufacture including applying additional coats wherever required to achieve even shade and colour. two coats including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete including cost of labor tools and tackles taxes etc complete as per direction of engineer inmcharge, finishing walls with acrylic smooth exterior paint of required shade old work one or more coat applied 0 point 90 ltr per 10 sqm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, white washing with lime to give an even shade two or more coats including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and mixing water proofing material in proportion recommended by the manufacturers including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge note per bag of 50kg cement used in the mix, demolishing stone rubble masonry manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 3 kilometres lead in cement mortar up to all lead and lift including cost of all labor tools and tackles taxes etc complete as per latest edition of is code specifications and direction of engineer in charge, demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 3 kilometres lead in cement mortar including cost of all labor tools and tackles taxes etc complete as per latest edition of is code specifications and direction of engineer in charge, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc stirrer mixed sbr polymer of approved make modified cement slurry made with shrinkage compensating cement in concrete rcc work including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 4 point 0 mm thick glass panes including cost of labor tools and tackles taxes etc complete as per the architectural drawings including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 5 point 0 mm thick glass panes including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with epdm rubber neoprene gasket etc with float glass panes of 4 point 0 mm thickness weight not less than 10 kg per sqm including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with epdm rubber neoprene gasket etc with float glass panes of 5 point 0 mm thickness weight not less than 10 kg per sqm including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, 30 mm thick factory made polyvinyl chloride pvc door shutter made of styles and rails of a upvc hollow section of size 60x30 mm and wall thickness 2 mm pluse or minus 0 point 2 mm with inbuilt decorative moulding edging on one side the styles and rails mitred and joint at the corners by means of ms galvanised plastic brackets of size 75x220 mm having wall thickness 1 point 0 mm and stainless steel screws the styles of the shutter reinforced by inserting galvanised ms tube of size 25x20 mm and 1 mmpluse or minus 0 point 1 mm wall thickness the lock rail made up of h section a upvc hollow section of size 100x30 mm and 2 mm pluse or minus 0 point 2 mm wall thickness fixed to the shutter styles by means of plastic galvanised ms u cleats the shutter frame filled with a upvc multi chambered single panel of size not less than 620 mm having over all thickness of 20 mm and 1 mm pluse or minus 0 point 1 mm wall thickness the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised ms rod and fastened with nuts and washers complete as per manufacturers specification including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing factory made panel pvc door shutter consisting of frame made out of ms tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top and bottom rails. ms frame shall have a coat of steel primers of approved make and manufacture ms frame covered with 5 mm thick heat moulded pvc c channel of size 30 mm thickness 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick 95 mm wide pvc sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide pvc sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided both side of the panel 10 mm 5 mm x 2 thick 20 mm wide cross pvc sheet be provided as gap insert for top rail and bottom rail paneling of 5 mm thick both side pvc sheet to be fitted in the ms frame welded sealed to the styles and rails with 7 mm 5 mm 2 mm thick x 15 mm wide pvc sheet beading on inner side and joined together with solvent cement adhesive an additional 5 mm thick pvc strip of 20 mm width is to be stuck on the interior side of the c channel using pvc solvent adhesive etc complete as per direction of engineer in charge manufacturers specification and drawing. 30 mm thick plain pvc door shutters including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing aluminium work for doors windows ventilators and partitions with extruded built up standard tubular sections appropriate z sections and other sections of approved make conforming to is 733 and is 1285 fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions ie at top bottom and sides with required epdm rubber neoprene gasket etc aluminium sections shall be smooth rust free straight mitred and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing paneling cp brass stainless steel screws all complete as per architectural drawings glazing paneling and dash fasteners to be paid for separately anodised aluminium anodised transparent or dyed to requied shade according to is 1868 minimum anodic coating of grade ac 15 including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, for shutters of doors windows ventilators including providing and fixing hinges pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber neoprene gasket required fittings anodised aluminium anodised transparent or dyed to required shade according to is 1868 minimum anodic coating of grade ac 15 including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing isi marked flush door shutters conforming to is 2202 part i decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30 mm thick including isi marked stainless steel butt hinges with necessary screws including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing brass 100mm mortise latch and lock with 6 levers without pair of handles best make of approved quality for aluminium doors including necessary cutting and making good etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing aluminium handles isi marked anodised anodic coating not less than grade ac 10 as per is 1868 transparent or dyed to required colour or shade, with necessary screws etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing aluminium sliding door bolts isi marked anodised anodic coating not less than grade ac 10 as per is 1868 transparent or dyed to required colour or shade with nuts and screws etc complete of size 300x16 mm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing ist quality ceramic glazed wall tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by engineer in charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry 3 point 3kg per sqm including pointing in white cement mixed with pigment of matching shade complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and laying ceramic glazed floor tiles of size 300x300 mm thickness to be specified by the manufacturer of 1st quality conforming to is 15622 of approved make in all colours shades except white ivory grey fume red brown laid on 20 mm thick bed of cement mortar1 isto 4 1 cement 4 coarse sand jointing with grey cement slurry 3 point 3kg per sqm including pointing the joints with white cement and matching pigments etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing white vitreous china pedestal type water closet european type wc pan with seat and lid 10 litre low level white pvc flushing cistern including flush pipe with manually controlled device handle lever conforming to is 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required wc pan with isi marked at all leads and lift including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing water closet squatting pan indian type wc pan with 100 mm sand cast iron p or s trap 10 litre low level white pvc flushing cistern including flush pipe with manually controlled device handle lever conforming to is 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required with white vitreous china orissa pattern wc pan of size580x440 mm with integral type foot rests including cost of all materials labour tools and tackles etc complete as per specifications and directions of engineer in charge, providing and fixing wash basin with ci brackets 15 mm cp brass pillar taps 32 mm cp brass waste of standard pattern including painting of fittings and brackets cutting and making good the walls wherever require white vitreous china wash basin size 630x450 mm with 15 mm cp brass pillar taps of approved brand as per instructions including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing ms holder bat clamps of approved design to ci or sci rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1 isto 2 isto 4 mix 1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size and cost of cutting holes and making good the walls etc 100 mm diameter including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, removal cleaning collection and stacking of wet dry muck sludge from drains floors and others areas within a lead of 500m by manual means including cost of manpower tools and tackles etc up to all lead and lift including cost of all labor tools and tackles taxes etc complete as per direction of engineer in charge, loading trasportation and unloading of the dried muck obtained from item no 47 above upto a lead of 03 km including cost of transportation manpower tools and tackles etc complete as per directions of engineer in charge tare weight and gross weight of vehicle for each trip of disposal to be taken at ucils wigh bridge for payment 1 cum equal to1 point 6mt shall be taken for calculation purpose care should be taken to avoid any spillage on road up to all lead and lift including cost of all labor tools and tackles taxes etc complete as per direction of engineer in charge, fencing with angle iron post placed at required distance embedded in cement concrete blocks every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires of barbed wire weighing 9 point 38 kg per 100 m minimum between the two posts fitted and fixed with gi staples turn buckles etc complete cost of posts struts earth work and concrete work to be paid for separately payment to be made per metre cost of total length of barbed wire used with gi barbed wire including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing gi chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of engineer in charge made of gi wire of dia 4 mm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, removal of honey bee hives including cost of labor tools and tackles etc complete as per direction of engineer incharge, cleaning of septic tank of various of sludge including loading removal of spillage if any and unloading at a safe place of disposal and cleaning with water of spetic tank including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 08, 2026 (Expire Today)
Tender Value :
44.86L
View Documents
T18 Ref No : 16500267
Location : raipur , chhattisgarh
Source : GEM Tenders
LIVE TENDER
tender for augmentation of existing electrical distribution system lt sw. gear panel as per soq , 3.5c x 300 sq.mm power cable as per soq , 3.5c x 240 sq.mm power cable as per soq , 95 sqmm unarmoured single core copper cable , 200 a,36ka,fpmccb , 400 a,50ka,fpmccb , power cable above 185 sq. mm and upto 400 sq. mm , end termination 3.5 x 240 sq. mm 62mm , end termination 3.5 x 300 sq. mm, 70mm , straight through joint 3.5 x 300 sq. mm , cable tray 300mm width x 50 mm depth x 1.6 mm thickness , 25 mm x 5 mm g.i. strip , earth bus of 50 mm x 5 mm copper strip , cement concrete 1 ratio 2 ratio 4 , cement concrete 1 ratio 1.5 ratio 3 , centering and shuttering , steel reinforcement for r.c.c. work, augmentation of existing electrical distribution system, extension of existing lt sw. gear panel as per soq(detail attached as per specification sheet), lt sw. gear panel as per soq(detail attached as per specification sheet), 3.5c x 300 sq.mm power cable as per soq(detail attached as per specification sheet), 3.5c x 240 sq.mm power cable as per soq(detail attached as per specification sheet), 95 sqmm unarmoured single core copper cable(detail attached as per specification sheet), 200 a,36ka,fpmccb(detail attached as per specification sheet), 400 a,50ka,fpmccb(detail attached as per specification sheet), power cable above 185 sq. mm and upto 400 sq. mm(detail attached as per specification sheet), end termination 3.5 x 240 sq. mm (62mm)(detail attached as per specification sheet), end termination 3.5 x 300 sq. mm (70mm)(detail attached as per specification sheet), straight through joint 3.5 x 300 sq. mm(detail attached as per specification sheet), cable tray 300mm width x 50 mm depth x 1.6 mm thickness(detail attached as per specification sheet), 25 mm x 5 mm g.i. strip(detail attached as per specification sheet), earth bus of 50 mm x 5 mm copper strip(detail attached as per specification sheet), cement concrete 1 ratio 2 ratio 4 (detail attached as per specification sheet), cement concrete 1 ratio 1.5 ratio 3(detail attached as per specification sheet), centering and shuttering (detail attached as per specification sheet), steel reinforcement for r.c.c. work(detail attached as per specification sheet)
Agency / Dept :
all india institute of medical sciences AIIMS
Due Date :
Aug 17, 2026 (9 days left)
Tender Value :
1.13Cr
View Documents

Unlock Full Tender Access

Start Free Trial to download documents before deadline

Start Free Trial
T18 Ref No : 16500767
Location : mumbai , maharashtra
LIVE TENDER
tender for constrction of protection wall tfp: excavn of fdn protecn wall (ns/sm), tfp: excavn of fdn protecn wall (dfr), te: in situ cc 1:3:6 for retaining wall, te: re.wall trap metal copping cc 1:2:4, tfp: dry rubble pitching wt 230mm stone, steel reinforcement for tower.
Agency / Dept :
maharashtra state electricity transmission company limited MAHATRANSCO
Due Date :
Aug 12, 2026 (4 days left)
Tender Value :
4.44Cr
View Documents
T18 Ref No : 16588955
Location : jhansi , uttar pradesh
Source : GEM Tenders
LIVE TENDER
tender for 121517bodyknife gate valve 200mm , 121517 seal knife gate valve 200mm , 121517 gate assy knife gate valve 200mm , knife gate valve w act 200mm , knife gate valve wact 200mm, supply of spares of knife gate valves, body for 8inchknife gate valve 200mm with actuator assembly 800 fig 752 wtmfci sihcrs 80 cqz chg astm a536 gr654512 material astm a536 gr654512 bray controls india private limited vaas make, seal for 8inchknife gate valve 200mm with actuator assembly 800 fig 752 wtmfci sihcrs 80 cqz chg astm a536 gr654512 material nitrile seal with steel reinforcement bray controls india private limited vaas make, gate for 8inchknife gate valve 200mm with actuator assembly 800 fig 752 wtmfci sihcrs80 cqz chg astm a536 gr654512 material astm a276 type 304 hard chrome plated bray controls india private limited vaas make, complete assembly 8inchknife gate valve 200mm with actuator assembly 800 fig 752wtmfci sihcrs 80 cqz chg astm a536 gr654512 material astm a536 gr654512 bray controls india private limited vaas make, complete assembly 8inchknife gate valve 200mm with actuator assembly 800 fig 752wtmfci sihcrs 80 cqz chg astm a536 gr654512 material astm a536 gr654512 bray controls india private limited vaas mak
Agency / Dept :
uttar pradesh rajya vidyut utpadan nigam limited UPRVUNL
Due Date :
Aug 14, 2026 (6 days left)
Tender Value :
8.59L
View Documents
T18 Ref No : 16584638
Location : korba , chhattisgarh
Source : GEM Tenders
LIVE TENDER
corrigendum tender for high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786 (q2)
Agency / Dept :
south eastern coalfields limited SECL
Due Date :
Aug 10, 2026 (2 days left)
Tender Value :
9.12Cr
View Documents

Unlock Full Tender Access

Start Free Trial to download documents before deadline

Start Free Trial
T18 Ref No : 16425178
Location : Baloda Bazar , chhattisgarh
Source : GEM Tenders
LIVE TENDER
tender for high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786 (q2)
Agency / Dept :
forest department FD
Due Date :
Aug 08, 2026 (Expire Today)
Tender Value :
14L
View Documents

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

At Tender18, we help businesses cut through the noise and exclusively target the exact work categories they specialize in. Instead of browsing through generic procurement sites, our platform isolates high-potential opportunities that match your specific industry capabilities.

Work Dynamics in the Steel Reinforcement Sector

Government requirements for this specific vertical generally fall into distinct procurement patterns:

  • Product & Material Supply: Tenders focused strictly on sourcing, testing, and delivering high-quality items that meet the exact technical specifications of the buyer.
  • Service Level Agreements (SLAs): Long-term hiring of expert agencies for routine maintenance, manpower deployment, or continuous operational management.
  • Execution & Turnkey Projects: Comprehensive contracts where the bidder is responsible for everything from raw material procurement to final site installation and testing.

By focusing purely on your core strength in Steel Reinforcement, you can build a highly profitable and stable pipeline of government clients.

Stop wasting time filtering through irrelevant notices. Our Steel Reinforcement Tender Information Service is engineered for precision. We track exact product codes, service names, and specialized work terms across all government portals nationwide. When a buyer publishes a requirement that matches your specific business profile, our system alerts you instantly.

Deep Technical Insights & Documentation For Steel Reinforcement Tenders

Bidding for specific works requires studying strict technical parameters. We provide immediate access to the core documents you need to evaluate the project:

  • Detailed Specifications & Drawings: Download the exact engineering guidelines, material testing standards, and quality benchmarks demanded by the buyer for Steel Reinforcement.
  • Financial BOQ Spreadsheets: Access the official blank pricing formats where you need to input your unit rates, tax configurations, and total bid value.
  • Real-Time Technical Amendments: If the buying department changes the product specifications, alters the service scope, or shifts the delivery timeline, we instantly update the parent file so you are never caught off-guard.

Winning a contract for Steel Reinforcement depends entirely on how perfectly your technical capabilities match the buyer’s demands. Even if you have the best product or service, a poorly formatted document or a missing compliance certificate will lead to instant technical rejection. Tender18’s Tender Bidding Service eliminates this risk by taking complete ownership of your digital submission.

Flawless Compliance & Portal Execution For Steel Reinforcement Tenders

Under this service, Tender18 assigns a Dedicated Experienced Technical Person to your profile. This expert handles the heavy lifting of the entire bidding cycle:

  • Capability Mapping: We thoroughly cross-check your past completion certificates, ISO standard proofs, and financial turnover against the strict eligibility criteria required for Steel Reinforcement bids.
  • Secure System Integration: Our technical desk seamlessly links your Class III Digital Signature Certificate (DSC) with the required e-procurement servers to securely encrypt your technical and financial envelopes.
  • Error-Free Financial Uploads: We audit your quoted BOQ pricing sheets for any formula or formatting errors before the final upload, ensuring your bid is successfully locked before the portal's closing hours.

Government buyers are aggressively using the Government e-Marketplace (GeM) for the direct procurement of Steel Reinforcement. If your business profile is not accurately mapped on this portal, you remain practically invisible to these purchasing officers. Recognized as a trusted and expert GeM consultant, Tender18 offers specialized support to build, optimize, and maintain a highly visible vendor account for your business.

With an industry-leading support success ratio of over 95%, we handle the complex marketplace compliance so you can focus entirely on executing your orders

Expert Profile Management & Catalogue

Our dedicated consultants ensure your GeM presence is structurally perfect:

  • Precise Catalogue Listing: We upload and categorize your specific offerings under the exact search terms and parameters used by government buyers looking for Steel Reinforcement, ensuring maximum search visibility.
  • OEM Dashboard & Assessment: For original manufacturers and creators, we guide you through the mandatory Quality Council of India (QCI) vendor assessments to successfully unlock your official OEM panel.
  • Profile Compliance & Caution Money: We manage your statutory documentation, brand approvals, and caution money limits to keep your account immune from technical suspensions.

Strategic Live Bid Participation

Beyond setup, we actively drive your market participation. Our team expertly handles the digital paperwork and rate configurations for GeM Custom Bids and Reverse Auctions (RA) related to Steel Reinforcement, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Steel Reinforcement?

The easiest way is through the Tender18 platform. Instead of searching department by department, our system uses advanced keyword matching to gather all live supply, service, and execution tenders related directly to your core business in one place.

2.

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

It heavily depends on the nature of the work. For supply contracts, buyers often ask for ISO certifications, BIS marks, or specific lab testing reports. For service contracts, they may ask for labor licenses or past performance certificates (work orders).

3.

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

The Bill of Quantities (BOQ) is the official financial Excel sheet where you enter your competitive prices. Any mistake in this file—like adding extra rows, changing formulas, or saving it in the wrong format—will cause the portal server to reject your entire bid.

4.

Are samples required to be submitted physically before the digital bid opens?

For many product-based Steel Reinforcement tenders, buying departments do ask bidders to submit physical samples to their office before the digital technical evaluation date. This requirement is always clearly mentioned in the official NIT document.

5.

How does the Dedicated Tender Expert from Tender18 help me?

Our assigned expert manages your total portal compliance. They extract the hidden rules from long tender PDFs, create a precise document checklist for your team, map your digital signature, and securely upload your technical and financial files onto the government servers.

6.

What is the role of a Digital Signature Certificate (DSC)?

A Class III DSC is a secure USB device that contains your digital identity. You cannot upload a bid without it. It is used to securely encrypt and lock your sensitive price data and technical documents so no one can view them before the official opening date.

7.

As an MSME, can I get financial benefits when bidding for Steel Reinforcement?

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 Steel Reinforcement, 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 Steel Reinforcement is declared L1 and is generally awarded the contract

GeM Registration & Consultant Services By State

View All

GeM Registration & Consultant Services By City

View All

Tender Bidding Service & Consultancy By Authorities

View All

Explore Government Tenders and GeM Portal Blogs

View All