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33Latest Dowel bar Tenders List

Latest Dowel bar Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Dowel bar 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 Dowel bar 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 Dowel bar Tender Intelligence & Monitoring

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

We categorize Dowel bar 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 Dowel bar 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 Dowel bar 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 Dowel bar Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Dowel bar 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 Dowel bar Sector in 2026

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

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

Is EMD mandatory for all Dowel bar tenders?

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

What is the difference between a Dowel bar 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 Dowel bar tenders on Tender18?

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


Get Expert Support for Dowel bar 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

Due Date
T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
corrigendum 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 d
T18 Ref No : 16812310
Location : jodhpur , rajasthan
Source : GEM Tenders
LIVE TENDER
tender for cut , file flat 300 mm second cut , file flat 200 mm bastard , file flat 300 mm bastard , file swiss type needle set of 12 , file half round 250 mm second cut , file half round 250 mm bastard , file round 250 mm bastard , file hand 150 mm second cut , file card wire brush , oil can 250 ml , plier combination insulated 150 mm , wooden handle forged soldering iron copper bit , blow lamp 500 ml , spanner double ended set of 8 pcs , spanner adjustable 150 mm , interchangeable ratchet socket set with 12 mm driver , double ended tubular box spanner set with tommy bar , glass magnifying 75 mm , clamp tool maker 50 mm , clamp tool maker 75 mm , c-clamp 100 mm , c-clamp 200 mm , reamer hand set pin taper straight flute , reamer machine parallel helical flute , scraper flat 150 mm , scraper triangular 150 mm , scraper half round 150 mm , chisel cold 9 mm x150 mm cross cut , chisel cold 9 mm x 150 mm diamond , chisel cold flat 9 mm x 100 mm , chisel cold 9 mm x 100 mm round nose , drill chuck 12 mm with key , pipe wrench 400 mm , pipe vice 100 mm , adjustable pipe die set b.s.p , wheel dresser , vice machine 100 mm jaw swivel base , vice machine 125 mm swivel base , sleeve drill morse , vice bench 150 mm jaw , bench working 2400 x 1200 x 900 mm , almirah 1800 x 900 x 450 mm , lockers with 12 drawers standard size , metal rack 1820 x 900 x 450 mm , instructor table , instructor chairs , black board with easel , fire extinguisher , fire buckets with stand , vice machine 100 mm jaw , wing compass 300 mm , hammer hand 1 kg. with handle , torque wrench 14 to 68 nm ratchet type , power tools for fastening capacity 10-18mm , different profile gauges plate type for demonstration , knurling tool diamond , knurling tool straight and diagonal , indexable boring bar with inserts , temperature gauge range , dowel pin straight , standard tap screws , lapping plate dia , metric drill gauge , letter drill gauge , number drill gauge , cast iron globe valve flanged type , c.i. sluice gate valve flanged type , stop cock , slip-on forged steel flange , pipe threading die with handle , pulleys for v-belt or flat belt , v- belt and flat belt , washer, clutch, keys, jib, cotter and circlips , hollow punch , bearing different types , lifting sling , bearing extractor , pulley extractor , trammel 300 mm , punch prick , mallet , aviation snip straight cut 300 mm , hammer flat headed with handle , hammer planishing , snip bent left cut 250 mm , stake hatchet with leg , stake grooving , gauge slip metric as johnson set , gauge snap go and not go 25 to 50 mm by 5mm set of 6 pcs , gauge plug single ended 5 to 55 by 5 mm set of 11 piece , gauge telescopic 8 to 150 mm , dial test indicator on stand , sine bar 125 mm , dial vernier caliper universal type , screw thread micrometer , depth micrometer , digital vernier caliper , digital micrometer , comparator gauge , engineer try square , surface roughness comparison , vernier bevel protractor , carbide wear block , lathe tools h.s.s. , lathe tools bit , arm strong type tool bit holder , stilson wrenches , pipe cutter wheel type , pipe bender spool type with stand manually , adjustable pipe chain tong to take pipes , spanner adjustable , s.s. and s.c. centre lathe , drilling machine pillar sensitive , drilling machine bench sensitive , d.e. pedestal grinding machine , transformer welding set 300 amps , welding cable , lugs for cable , earth clamps , arc welding table , oxy- acetylene gas welding set , gas welding table with, lab of fitter trade, steel rule 150mm with metric and british graduation, try square 150mm blade, caliper inside 150mm spring, caliper 150mm hermaphrodite spring type, caliper outside 150mm spring, divider spring joint 150mm, scriber 150mm multiple 5mm, punch centre 120mm multiple 10mm, screw driver 150mm multiple 6mm, chisel cold flat 20mm multiple 150mm, hammer ball peen 450 gm, hammer ball peen220 gm, file flat 250 mm second cut, file flat 250 mm smooth, file half round 150 mm second cut, hacksaw frame fixed 300mm, safety goggles plain, punch dot 100 mm, steel rule graduated both in metric and english unit, straight edge steel, spirit level 300 mm, stud extractor, combination set 300 mm, micrometer outside 0 to 25 mm, micrometer outside 25 to 50 mm, micrometer outside 50 to 75 mm, micrometer inside with extension rods, vernier caliper 150 mm, vernier height gauge 300 mm, vernier bevel protractor blade with acute angle attachment, screw pitch gauge, wire gauge metric standard, surface plate 600 multiple 600 mm c.i. granite with stand and cover, marking table 900 multiple 900 multiple 900 mm mild steel, universal scribing block 220 mm, v-block pair 150 multiple 100 multiple 100 mm with clamp, angle plate 150 multiple 150 multiple 250 mm, punch letter set, punch number set, portable hand electric drill machine 0 to 13 mm capacity, drill twist straight shank 3 to 13 mm by 0.5 mm, drill twist taper shank 8 mm to 20 mm by 0.5 mm, taps and dies complete set in a box, taps and dies complete set in box set of 05, file knife edge 150 mm smooth, file feather edge 150 mm smooth, file triangular smooth 200 mm, file round 200 mm second cut, file square 250 mm second cut, gauge feeler, file triangular 200 mm second cut, file flat 300 mm second cut, file flat 200 mm bastard, file flat 300 mm bastard, file swiss type needle set of 12, file half round 250 mm second cut, file half round 250 mm bastard, file round 250 mm bastard, file hand 150 mm second cut, file card wire brush, oil can 250 ml, plier combination insulated 150 mm, wooden handle forged soldering iron copper bit, blow lamp 500 ml, spanner double ended set of 8 pcs, spanner adjustable 150 mm, interchangeable ratchet socket set with 12 mm driver, double ended tubular box spanner set with tommy bar, glass magnifying 75 mm, clamp tool maker 50 mm, clamp tool maker 75 mm, c-clamp 100 mm, c-clamp 200 mm, reamer hand set pin taper straight flute, reamer machine parallel helical flute, scraper flat 150 mm, scraper triangular 150 mm, scraper half round 150 mm, chisel cold 9 mm x150 mm cross cut, chisel cold 9 mm x 150 mm diamond, chisel cold flat 9 mm x 100 mm, chisel cold 9 mm x 100 mm round nose, drill chuck 12 mm with key, pipe wrench 400 mm, pipe vice 100 mm, adjustable pipe die set b.s.p, wheel dresser, vice machine 100 mm jaw swivel base, vice machine 125 mm swivel base, sleeve drill morse, vice bench 150 mm jaw, bench working 2400 x 1200 x 900 mm, almirah 1800 x 900 x 450 mm, lockers with 12 drawers standard size, metal rack 1820 x 900 x 450 mm, instructor table, instructor chairs, black board with easel, fire extinguisher, fire buckets with stand, vice machine 100 mm jaw, wing compass 300 mm, hammer hand 1 kg. with handle, torque wrench 14 to 68 nm ratchet type, power tools for fastening capacity 10-18mm, different profile gauges plate type for demonstration, knurling tool diamond, knurling tool straight and diagonal, indexable boring bar with inserts, temperature gauge range, dowel pin straight, standard tap screws, lapping plate dia, metric drill gauge, letter drill gauge, number drill gauge, cast iron globe valve flanged type, c.i. sluice gate valve flanged type, stop cock, slip-on forged steel flange, pipe threading die with handle, pulleys for v-belt or flat belt, v-belt and flat belt, washer, clutch, keys, jib, cotter and circlips, hollow punch, bearing different types, lifting sling, bearing extractor, pulley extractor, trammel 300 mm, punch prick, mallet, aviation snip straight cut 300 mm, hammer flat headed with handle, hammer planishing, snip bent left cut 250 mm, stake hatchet with leg, stake grooving, gauge slip metric as johnson set, gauge snap go and not go 25 to 50 mm by 5mm set of 6 pcs, gauge plug single ended 5 to 55 by 5 mm set of 11 piece, gauge telescopic 8 to 150 mm, dial test indicator on stand, sine bar 125 mm, dial vernier caliper universal type, screw thread micrometer, depth micrometer, digital vernier caliper, digital micrometer, comparator gauge, engineer try square, surface roughness comparison, vernier bevel protractor, carbide wear block, lathe tools h.s.s., lathe tools bit, arm strong type tool bit holder, stilson wrenches, pipe cutter wheel type, pipe bender spool type with stand manually, adjustable pipe chain tong to take pipes, spanner adjustable, s.s. and s.c. centre lathe, drilling machine pillar sensitive, drilling machine bench sensitive, d.e. pedestal grinding machine, transformer welding set 300 amps, welding cable, lugs for cable, earth clamps, arc welding table, oxy-acetylene gas welding set, gas welding table with positioner, welding torch tips, trolley for gas cylinders, hammer chipping 300g, gloves leather, leather apron, spindle key for cylinder valves, welding torches, welding goggles, welding helmet, tip cleaner, pneumatic trainer kit, hydraulic trainer kit

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T18 Ref No : 16854181
Location : haldwani , uttarakhand
Source : GEM Tenders
LIVE TENDER
tender for fitter trade hand tools and equipment - steel rule with metric british graduation , caliper outside spring type , hammer ball peen with handle , file flat second cut , file half round second cut , hacksaw frame fixed type , safety goggles , straight edge steel , vernier caliper , punch letter set , drill twist straight shank , drill twist taper shank , file feather edge smooth , file triangular smooth , file round second cut , file square second cut , file triangular second cut , file flat second cut safe edge , file flat bastard , file half round bastard , file round bastard , file hand second cut , wire brush , wooden handle forged soldering iron copper bit , hand reamer set taper pin straight flute , machine reamer parallel helical flute , scraper flat , scraper triangular , scraper half round , chisel cold crosscut diamond point , chisel cold flat , chisel cold round nose , drill chuck with key , wheel dresser , lockers with 8 drawers , metal rack , instructor table , instructor chair , black board with easel , torque wrench , power tools for fastening , different profile gauges , knurling tool diamond straight diagonal , indexable boring bar with inserts , temperature gauge , dowel pin straight , standard tap screws , lapping plate , medium carbon heat treated alloy steel metric studs and bolts along with nuts , caps screws , drill gauges , cast iron globe valve , stop cock , slip on forged steel flange , pipe threading die with handle , jigs fixture , pulleys for v belt or flat belt , steel keys , damaged old spur gear , v belt and flat belt , packing gasket , washer clutch keys jib cotter circlip , hollow punch , drill drift , bearing different types , lifting sling , bearing extractor , pulley extractor , mallet , aviation snips straight cut , flat headed hammers with handle , snip bent left cut , slip gauge as johnson metric set , dial vernier caliper , screw thread micrometer , digital micrometer outside , engineers try square , carbide wear block , arm strong type tool bit holder , pipe bender machine , pneumatic trainer kit , carrier for mounting components such as pb relay boxes , cut section model for pneumatic components , hydraulic trainer kit , hydraulic workstation , cut section models for hydraulic components, as per specification
T18 Ref No : 16933346
Location : new delhi , delhi
Source : GEM Tenders
LIVE TENDER
tender for procurement of jcb 3dx super engine and chassis spares - 334 y4430 motor wiper linkage assembly , 334 y4431 arm wiper blade assembly , 831 00117 bearing , 333 y8382 switch dump , 334 y4403 ring clamping , 332 y4070 capscrew m5 , 333 y4754 stabiliser control rod assembly , 334 y3608 clevis right hand thread , 826 01265 bolt dowel , 819 00070 shim 0 point 5mm , 819 00071 shim 1 point 5mm , 40 302657 cable parking brake , 333 y5772 spring tension brake pedals , 40 303423 bearing self lubricating , 334 y4154 knob with switch , 331 25683 gaiter gear lever non soundproofed , 346 00130 clamp gear lever gaiter , 334 y4375 ring clamp loade , 1391 3105z screw m5 x 20 , 332 y3852 throttle cable assembly , 814 10179 spring , 123 05557 pivot cable , 814 00441 spring torsion , 331 36009 coupling , 646 04628 washer thrust , 332 g3866 cover rear steering column , 332 g3865 cover steering column front , 332 y6914 switch column , 333 y5768 rim steering wheel , 333 u2038 cap steering wheel , 335 y2029 hose 10 bsp hp 700mm , 334 y5393 hose 10 bsp lp 950m , 32ap ba100 hose 3 by 8 bsp 1000 , 335 y4586 hose 08 bsp hp 1910mm a , 335 y4578hose 06 bsp hp 1910mm a , 334 y9373 hose 10 bsp hp 560mm lvb to wa feed pipes , 334 y9370 hose 08 bsp hp 545mm lvb to wa feed pipes , 821 00335 clamp plate , 332 y6152 hose lvb to wa feed pipes , 334 y9374 hose lvb to wa feed pipes , 335 y4389 hose wa feed pipe to lift , 335 y4390 hose wa feed pipe to lift , 612 80079 hose , 612 80099 hose 3 by 8 bsp 530mm long , 335 y3420 hose assembly suction , 2401 0213 o ring , 2201 0012 clip jubilee 46 70mm , 335 y3410 hose tank side , 335 y3389 adaptor , 332 y2910 hose high pressure , 332 y8480 hose 1275 mm , 332 y6630 hose , 332 y6631 hose bottom port , 332 y2165 hose 3 by 8 bsp 1740mm , 332 y2166 hose 3 by 8 bsp 1410mm , 1406 0015 washer bonded 3 by 8 inch , 332 y2057 pipe slew rh , 559 90035 bracket support , 333 y9243 pipe support , 611 20600 hose , 332 y1474 hose , 40 301773 hose unqin , 1620 0002 adapter , 334 y8398 hose 10 bsp lp 2880 , 334 y2241 hose 10 bsp lp 2580 , 701 80324 switch oil temp 5 by 8 inch unf deutsch connector , 334 y5529 hose hoc refer page no 841 , 334 y2240 hose 10 bsp lp 1860 , 332 y6629 hose , 335 y7267 hose 10 bsp hp 2790mm b , 335 y7268 hose 10 bsp hp 2520mm b bottom port , 332 y2234 hose top btm clamp l h , 1356 0205z nut 5 by 8 bsp , 40 302915 hose steer ram lh , 332 y1125 hose high pressure , 334 y1469 pump hydraulic , 335 a8862 pump gear 14cc , 332 y7924 pump seal kit for doze r , 333 y4699 hose 600 mm , 335 g7710 kit seal , 336 d7544 valve main relief 227 bar , 1620 0010 adapter includes o ring , 1620 0007 adapter , 816 90459 adaptor elbow 7 by 16sae x 1 by 4bsp , 816 60050 adapter , 1620 2051 adaptor 1 by 4 inch bsp x 9 by 16 inch sae , 816 90006 adaptor filtered m m , 335 g8251 kit seal , 335 a8878 steering hydrostatick , 1406 0018 washer bonded 1 by 2 inch bsp , 1406 0011 washer bonded 1 by 4 inch , 573 10061 ram steer black service version , 991 00156 kit seal power track rod ram 75mm cyl x 45mm rod , 335 h3924 kit seal , 400 n5542 kit seal , 400 n5514 kit-seal , 40 303399 seal , 336 e7313 bush , 550 40980 plunger cushioning , 336 e7315 kit seal , 332 y5599 kit seal , 333 y6687 bush , 336 f1981 seal kit , 336 c6798 kit seal , 40 300893 filter element , 40 300908 seal , 40 300894 seal , 40 302714 ring packing , 2400 0230 o ring , 332 y4740 hose grease , 1609 0001 adaptor , 332 y8377 pivot pin , 819 00132 spacer grey 50 point 75 borex3 point 5mm thick qty max 1 min 0 , 819 00133 spacer cream 50 point 75mm bore x 4 0mm thick qty max 1 min 0 , 819 00134 spacer yellow 50 point 75mm bore x 4 point 5mm thick qty max 2 min 1 , 819 00135 spacer blue 50 point 75mm bore x 5 point 0mm thick qty max 1 min 0 , 819 00136 spacer red 50 point 75mm bore x 5 point 5mm thick qty max 1 min 0 , 819 00137 spacer red 50 point 75mm bore x 6 point 0mm thick qty max 1 min 0 , 904 50040 seal , 2203 1082 circlip , 829 00548 bush , 914 88100 shaft drive assembly 1275mm long , 914 88200 shaft drive assembly 825mm long , 904 m6779 seal , 438 00006 coupling yoke front axle , 448 36400 kit gear differential , 126 02253 link track rod m24 m22 , 816 20070 adapter , 826 00871 nut , 826 01714 nut 1 inch unf , 40 304511 washer hardened fit under it 2 , 40 304179 wheel nut 3 by 4 inch 16 unf torque 680n m , 458 20611 adapter , 816 60040 nipple screw , 332 y8135 plate brake friction , 332 y8134 plate brake counter , 450 10213 pin reaction , 458 20693 disc park brake , 458 m7581 housing brake piston , 826 00919 dowel , 458 m7582 piston brake , 813 50012 seal brake piston , 813 50026 seal brake piston square section , 814 00365 spring compression , 450 18204 pin brake back off , 2203 1020 circlip , 32 925678 breather , 336 y2353 rim wheel front , 914 49100 shaft drive 2ws 4wd , 826 11635 screw cap screw 3 by 4unfx3 by 4 , 914 60223 driveshaft rear ss700 sideshift , 550 42394 kit spider unqin , 459 10144 valve adapter block assembly ss700 low ratio , 459 70317 yoke coupling 1480 35 t , 25 220998 valve solenoid assembly , 332 y8061 solenoid assembly 3 way , 40 302161 sensor speed , 459 50511 gear 2nd 40t ss700 , 459 50509 gear 1st 44t ss700 20 925552 pump assembly transmission , 1321 3311z bolt m8 x 45 , 823 00291 washer copper m8 , 445 14001 dowel , 1321 0409z screw m10 x 35 , 813 10175 gasket valve block , 1392 3207z capscrew m6 x 25mm , 1392 3108z capscrew m5 x 30 , 581 18063 element transmission filter 94mm long , 816 15184 adapter 1 by 2 inch bspx1 inchunf , 816 80052 plug taper 1 by 4 inch bsp , 813 50042 gasket , 459 70199 block selector , 445 26110 screw , 332 y2558 setscrew m10x1 point 5x30 , 332 y2559 plug relief valve , 814 00222 spring , 32 902200 strainer suction , 813 50027 gasket , 40 303401 plug detent , 814 00354 spring , 40 303627 ball 11mm diameter , 40 303372 spacer main shaft , 459 70206 spacer idler gear , 823 00451 washer thrust 38 point 1mm x 55 point 55mm x 1 point 55mm , 701 m7305 switch oil pressure m12 , 813 50041 seal rear , 816 80051 plug 1 by 8 inch tapered , 814 10170 spring compression , 460 17603 baffle , 821 10223 circlip internal , 439 00090 kit shim 79 point 5 od x 72 id , 40 303537 kit shim 72 point 5 od x 65 id , 445 05501 lever gearshift , 816 13382 adapter hose , 332 y0160 gaiter gear lever , 904 14300 seal ring turquoise , 445 19808 washer thrust 3 point 5mm thick phosphated , 445 12307 plate counter , 445 03205 plate friction , 828 00414 gemarpts म3 खोजी गई 6/7ं8स / searched o ring 123 point 5mm i d
T18 Ref No : 16976036
Source : GEM Tenders
LIVE TENDER
tender for 5000314045 , es6031d-5000316040 , es6031d- 5000320040 , es6031d-5000320050 , es6031d- 5001012040 , es6031d-5001012050 , es6031d- 5001012060 , es6031d-5001016050 , es6031d- 5002212012 , es6031d-5003712000 , es6031d- 5003716000 , es6031d-5005212035 , es6031d- 5005227170 , es6031d-5007608035 , es6031d- 5007610050 , es6031d-5007612025 , es6031d- 5007612040 , es6031d-5007612045 , es6031d- 5007612055 , es6031d-5007614070 , es6031d- 5050128000 , es6031d-5050140000 , es6031d- 5050145000 , es6031d-5050148000 , es6031d- 5050158000 , es6031d-5050190000 , es6031d- 5050407000 , es6031d-5050610000 , es6031d- 5050810000 , es6031d-5050812000 , es6031d- 5050816000 , es6031d-5050817000 , es6031d- 5050819000 , es6031d-5050820000 , es6031d- 5050831000 , es6031d-5050834000 , es6031d- 5050851000 , es6031d-5050877000 , es6031d- 5054005024 , es6031d-5054013030 , es6031d- 5054013045 , es6031d-5054017030 , es6031d- 5060212000 , es6031d-5060218000 , es6031d-513022 , es6031d-7007587000 , es6031d-7106733000 , es6031d- 8002203000 , es6031d-8002601000 , es6031d- 8019205000 , es6031d-8019215000 , es6031d- 8102403000 , es6031d-8106802000 , es6031d- 8108101000 , es6031d-8117830000 , es6031d- 8117832000 , es6031d-8126737000 , es6031d- 8130201000 , es6031d-8130203000 , es6031d- 8130205000 , es6031d-8130208000 , es6031d- 8130209000 , es6031d-8130211000 , es6031d- 8130219000 , es6031d-8130234000 , es6031d- 8166507000 , es6031d-8166511000 , es6031d- 8166543000 , es6031d-8170014000 , es6031d- 8170027000 , es6031d-8171118000 , es6031d- 8171127000 , es6031d-8191413000 , es6031d- 8191511000 , es6031d-8191512000 , es6031d- e402605040 , es6031d-e408306042 , es6031d- e408806042 , es6031d-e903803099 , es6031d- e904603099 , es6031d-ex00100003 , es6031d- ex00300102 , es6031d-ex00300103 , es6031d- ex00500102 , es6031d-ex00600101 , es6031d- ex00800103 , es6031d-ex00900103 , es6031d- ex01000103 , es6031d-ex01220102 , es6031d- ex01300102 , es6031d-ex01300103 , es6031d- ex01400103 , es6031d-ex01700102 , es6031d- ex02200102 , es6031d-ex02400102 , es6031d- ex02500102 , es6031d-ex02700102 , es6031d- ex03100103 , es6031d-ex03400103 , es6031d- ex03500101 , es6031d-ex03600101 , es6031d- ex03700101 , es6031d-ex03900102 , es6031d- ex04000102 , es6031d-ex04300103 , es6031d- ex04400103 , es6031d-ex04900103 , es6031d- ex05300103 , es6031d-ex05500102 , es6031d- ex05600103 , es6031d-ex06800101 , es6031d- ex07600102 , es6031d-ex08400103 , es6031d-ex- 08500103 , es6031d-ex09100103 , es6031d-ex11300102 , es6031d-ex11600102 , es6031d-ex12100102 , es6031d- ex12400102 , es6031d-ex13000102 , es6031d- ex13200102 , es6031d-ex14000102 , es6031d- ex14200102 , es6031d-ex14400102 , es6031d- ex14500102 , es6031d-ex23500103 , es6031d-, 26vkoc001, o,ring ms 29513/229 60c7,nse 6531, o ring for moatti lub oil filter, injector nozzle assembly, helicoflex sealing joint, stud, oks240-copaslip-250 gm-upto 110, oks 200 molykote-250 gm upto 450 deg c, bush valve gear, valve guide, o ring-exh.valve guide-60 c7,id 18x2.5, set of gaskets for hyd motor (mh-114a), plunger barrel assembly (dia 25 mod), o ring 4 x22.5 perbunan, crankcase pressure measurement, o ring, o ring (for liner collar), hydropneumatic pump with hoses, temperature switch set at 90 deg,is95,10m cap, press switch set at 1.5bar model-pf2p5-w-bb-1x00, temp.switch(model ti-250-s)95deg 10m capilla, gfl bolts, gfl nuts, o ring (item 20310), o ring (item 20309), pump assy fuel, piece threaded, cylinder section 10-12, cylinder section 7-9, cylinder section 4-6, pressure gauge 0-6 bar, bolt set sump to gear casing, set bolt - m12x1.75x50 - 8.8, set screw m10x1.5x35-8.8, screw set, nut for speed set screw, socket head grub screw - m10x10, slotted c sunk head screw m6x, nut self locking, key, circlip, banjo bolt-m12x1.5, washer spring, plain machined washer-m8, washer, washer copper 12x16, washer copper, washer copper 16x22, copper washer, spring dowel pin, o ring an no 21, nse 6.5, 60c7, piston ring - top, fuse 0.5a, push button-black, oil pressure security card (sphem), modicon premium cpu, analog input module, hmi (p17 project), set bolt m12x1.75x65-8.8, set bolt-m12x1.75x130-8.8, set bolt-m12x1.75x45-8.8, set bolt -m20x2.5x120-8.8, set screw-m14x2x45-8.8, set screw-m16x2x40-8.8, set scrw -m20x2.5x40-8.8, set screw - m20x2.5x50 -8.8, stud - m12x1.75x40 - 8.8, stud-m12x1.75x60-8.8, stud-m16x2x50-8.8, socket hear gear screw-m12z12, self locking nut, set bolt-m12x35-10.9, hexagonal bolt m27 x 170, allen screw, screw, socket head cap screw-m12x25-12.9, socket head cap screw -12x40-12.9, socket head cap screw-m12x55-12.9, circlip external, circlip external - 45 mm, circlip (external), circlip external 90 mm, banjo bolt - m22x1.5, plain machined washer-m10, copper washer(12x18), copper washer(14x20), copper washer (81x22), copper joint, copper washer(30x36), copper washer(60x68), mech dir pin, spring dowel, spring dowel 13x45, spring dowel pin 17x30, core plug, plug, hexagon bolt, inlet valve, o ring (giesunger coupling), bolt-connecting rod, cylinder liner, piston ring compression, scraper ring, magnetic pickup, exhaustr gas temp sensor, expansion bellow, filter ring, tension band, round gasket, flexible hose for priming conn(lub oil), flexible hose for sea water emd pump con, flexible hose for sea water, flexible hose for h.t.water, flexible hose (h.t.water engine inlet), flexible hose for air, flexible hose on inspection door, pflexible hose for sea water pump section, sealing bush, gasket part no 585, piston ring, bearing assembly, gfl washer, pressure gauge 0-60 bars, pressure regulator 30-7 bars, pressure gauge forbes marsh 100ss, ss316 0-4 bar glyf fil, pressure transmitter danfoss mbs 5100 0-10 bar, pressure transmitter danfoss mbs 5100 0-6 bar 24v, pressure gauge 0-10 bar,dial 4 inch,bourden-ss316, analog indicator, 72x72, 0-10bar, i/p4-20m, analog indicator, 72x72.0-4bar,i/p4-20m, pressure transmitter, range 0-6bar, pressure switch,set at2.0b,pf-3p4-w-bb-1x00-21b-10b-db-n-v.t, turbocharger speed monitoring system for corvettes, solenoid valve nc 24vdc(y94,y97,y142.y143,y), pneumatic distributor pneu/pneu, solenoid valve no.24 vdc (y198), safety stop, relay 24 vcc (k81,k82,k83,k86,k95,k100,k101), filter, pressure guage with glycerine, i/p-0-10 bar, pressure transmitter 0-4 bar 24vdc o/p-4-20 ma, pressure switch -1 to 10 bar, rpm indicator (p220), engine speed indication, pressure guage with glycerine, i/p-0-6 bar, 24/24 vdc supply (ae24/24), flat top cable 25 wires, pneumatic distributor (7/1,7/2,7/3) fuel rack, pneumatic distributor (8/1,8/2,8/3,8/4) stop, pressure regulator (5), on/off switch,2 pole, off delay timer 0.2-300sec.+socket, bearing safeties regroupment card (rsp), bearing temp. display card, bearings individual alarm card (aip), converter module(t452,t458)charging airtemp.f.w.temp.(0-100), convertor module (t454,t456), lub oil temp., safety oil pressure card (sph card), rpm threshold card (pms se card), bearing temp alarm card (aip card), on release safety icm1 card, pressure reducer 30/7 bars, acm safety stop actuator card, pressure regulator (b), a.b.b t/c magnetic speed sen, distributor iso 541 pneumatic / spring, iso1 distributor pneu.control/pneu.return, regulator for fw temp.,24vdc,i/p-rtd,o/p-4-20 ma, on delay relay 24v dc, temperature convertor (0-150 deg), rgm card, frequency divider-turbo speed, electro - distributor, solenoid valve, pneumatic distributor (pneu/spring), pneumatic switch for local/remote operation, pressure regulator, shaft speed sensor, sub base seal, pilot push in type, camshaft assembly b bank c c w t g s

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T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
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

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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Dowel Bar. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Dowel Bar 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 Dowel Bar 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 Dowel Bar, you can build a highly profitable and stable pipeline of government clients.

Stop wasting time filtering through irrelevant notices. Our Dowel Bar 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.

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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 Dowel Bar.
  • 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 Dowel Bar 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 Dowel Bar 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 Dowel Bar 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 Dowel Bar. 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

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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 Dowel Bar, 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.
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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 Dowel Bar, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Dowel Bar?

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 Dowel Bar 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 Dowel Bar?

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 Dowel Bar, 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 Dowel Bar is declared L1 and is generally awarded the contract