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20Latest Blast joints Tenders List

Latest Blast joints Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Blast joints 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 Blast joints 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 Blast joints Tender Intelligence & Monitoring

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

We categorize Blast joints 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 Blast joints 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 Blast joints 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 Blast joints Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Blast joints 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 Blast joints Sector in 2026

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

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

Is EMD mandatory for all Blast joints tenders?

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

What is the difference between a Blast joints 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 Blast joints tenders on Tender18?

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


Get Expert Support for Blast joints 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

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T18 Ref No : 15615995
Location : darjeeling , west bengal
Source : GEM Tenders
corrigendum tender for cement opc 43 grade , coarse sand river oblique m sand , graded stone aggregate 20mm , graded stone aggregate 40mm , pcc solid block of size 400 x 400 x 200mm 75 kg per cm2 , tmt steel 25mm grade fe 500 , tmt steel 16mm grade fe 500 , tmt steel 12mm grade fe 500 , binding wire 18 gauge , oil bound distemper , primer , water proofing compound in 1 kg packing , blast door 3000 x 2800 as per elevation including all fitting and fixtures , ventilator 600mm dia with mesh , non sparking gritless flooring moc , explosion proof ip66 lighting and fittings , lightning protection system cu strip oblique finial , 16 sqmm 2 core lt ug xlpe cable 200rm and point wiring with 4 nos flame proof lights , transparent pipe 5mm dia bore for water leveling best quality , iron bar 600mmx16mm to bend 12mm and 10mm tmt bar , industrial safety helmet , hammer weight 500 gms with wooden handle , plaster trowel with wooden handle , fish line best quality , plumb bob iron best quality , galvanised iron pan mortar tasla 18 gauge 16 inch dia minimum weight of 1 kg , rammer earth with handle min wt 5 kg without handle , picks axes with chiesel and point ends kudali 14 cp nominal wt 3 kg overall length min 595mm with handle , showel square nose 14 gauge tata high carbon steel blade size 310 x 245mm shaft size 710mm fitted with strong steel crutched wooden handles , painting brush 100 mm best quality , synthetic tarpaulin 550 gsm of size 30ft x 30ft colour green , multipurpose non slip rubber reusable gloves for scrubbing cleaning brick work etc colour olive green oblique black , brick trowel steel 305 mm , heavy duty openable props oblique scaffolding made of ms pipe of 60 and 48mm dia outer pipe od 60mm and inner pipe od 48mm of 3mm all as per brief technical specification , ms centering plates of size 90cm x 60cm of thickness 14 guage with two stiffeners including all necessary jointing arrangement nut bolt and jointing cleats as per tech specs , portable ms body needle vibrator machine with power 3 hp to 5 hp weight 20 to 30 kg petrol engine with min frequency 50 hz voltage 200 to 300 for concrete vibrating as per tech specs, 5 mt amn storage igloo, brief technical specification as per appx
T18 Ref No : 15691647
Location : darjeeling , west bengal
Source : GEM Tenders
corrigendum tender for cement opc 43 grade , coarse sand river oblique m sand , graded stone aggregate 20mm , graded stone aggregate 40mm , pcc solid block of size 400 x 400 x 200mm 75 kg per cm2 , tmt steel 25mm grade fe 500 , tmt steel 16mm grade fe 500 , tmt steel 12mm grade fe 500 , binding wire 18 gauge , oil bound distemper , primer , water proofing compound in 1 kg packing , blast door 3000 x 2800 as per elevation including all fitting and fixtures , ventilator 600mm dia with mesh , non sparking gritless flooring moc , explosion proof ip66 lighting and fittings , lightning protection system cu strip oblique finial , 16 sqmm 2 core lt ug xlpe cable 200rm and point wiring with 4 nos flame proof lights , transparent pipe 5mm dia bore for water leveling best quality , iron bar 600mmx16mm to bend 12mm and 10mm tmt bar , industrial safety helmet , hammer weight 500 gms with wooden handle , plaster trowel with wooden handle , fish line best quality , plumb bob iron best quality , galvanised iron pan mortar tasla 18 gauge 16 inch dia minimum weight of 1 kg , rammer earth with handle min wt 5 kg without handle , picks axes with chiesel and point ends kudali 14 cp nominal wt 3 kg overall length min 595mm with handle , showel square nose 14 gauge tata high carbon steel blade size 310 x 245mm shaft size 710mm fitted with strong steel crutched wooden handles , painting brush 100 mm best quality , synthetic tarpaulin 550 gsm of size 30ft x 30ft colour green , multipurpose non slip rubber reusable gloves for scrubbing cleaning brick work etc colour olive green oblique black , brick trowel steel 305 mm , heavy duty openable props oblique scaffolding made of ms pipe of 60 and 48mm dia outer pipe od 60mm and inner pipe od 48mm of 3mm all as per brief technical specification , ms centering plates of size 90cm x 60cm of thickness 14 guage with two stiffeners including all necessary jointing arrangement nut bolt and jointing cleats as per tech specs , portable ms body needle vibrator machine with power 3 hp to 5 hp weight 20 to 30 kg petrol engine with min frequency 50 hz voltage 200 to 300 for concrete vibrating as per tech specs, 5 mt amn storage igloo, brief technical specification as per appx

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T18 Ref No : 15691648
Location : darjeeling , west bengal
Source : GEM Tenders
corrigendum tender for cement opc 43 grade , coarse sand river oblique m sand , graded stone aggregate 20mm , graded stone aggregate 40mm , pcc solid block of size 400 x 400 x 200mm 75 kg per cm2 , tmt steel 25mm grade fe 500 , tmt steel 16mm grade fe 500 , tmt steel 12mm grade fe 500 , binding wire 18 gauge , oil bound distemper , primer , water proofing compound in 1 kg packing , blast door 3000 x 2800 as per elevation including all fitting and fixtures , ventilator 600mm dia with mesh , non sparking gritless flooring moc , explosion proof ip66 lighting and fittings , lightning protection system cu strip oblique finial , 16 sqmm 2 core lt ug xlpe cable 200rm and point wiring with 4 nos flame proof lights , transparent pipe 5mm dia bore for water leveling best quality , iron bar 600mmx16mm to bend 12mm and 10mm tmt bar , industrial safety helmet , hammer weight 500 gms with wooden handle , plaster trowel with wooden handle , fish line best quality , plumb bob iron best quality , galvanised iron pan mortar tasla 18 gauge 16 inch dia minimum weight of 1 kg , rammer earth with handle min wt 5 kg without handle , picks axes with chiesel and point ends kudali 14 cp nominal wt 3 kg overall length min 595mm with handle , showel square nose 14 gauge tata high carbon steel blade size 310 x 245mm shaft size 710mm fitted with strong steel crutched wooden handles , painting brush 100 mm best quality , synthetic tarpaulin 550 gsm of size 30ft x 30ft colour green , multipurpose non slip rubber reusable gloves for scrubbing cleaning brick work etc colour olive green oblique black , brick trowel steel 305 mm , heavy duty openable props oblique scaffolding made of ms pipe of 60 and 48mm dia outer pipe od 60mm and inner pipe od 48mm of 3mm all as per brief technical specification , ms centering plates of size 90cm x 60cm of thickness 14 guage with two stiffeners including all necessary jointing arrangement nut bolt and jointing cleats as per tech specs , portable ms body needle vibrator machine with power 3 hp to 5 hp weight 20 to 30 kg petrol engine with min frequency 50 hz voltage 200 to 300 for concrete vibrating as per tech specs, 5 mt amn storage igloo, brief technical specification as per appx
T18 Ref No : 15736158
Location : darjeeling , west bengal
Source : GEM Tenders
corrigendum tender for cement opc 43 grade , coarse sand river oblique m sand , graded stone aggregate 20mm , graded stone aggregate 40mm , pcc solid block of size 400 x 400 x 200mm 75 kg per cm2 , tmt steel 25mm grade fe 500 , tmt steel 16mm grade fe 500 , tmt steel 12mm grade fe 500 , binding wire 18 gauge , oil bound distemper , primer , water proofing compound in 1 kg packing , blast door 3000 x 2800 as per elevation including all fitting and fixtures , ventilator 600mm dia with mesh , non sparking gritless flooring moc , explosion proof ip66 lighting and fittings , lightning protection system cu strip oblique finial , 16 sqmm 2 core lt ug xlpe cable 200rm and point wiring with 4 nos flame proof lights , transparent pipe 5mm dia bore for water leveling best quality , iron bar 600mmx16mm to bend 12mm and 10mm tmt bar , industrial safety helmet , hammer weight 500 gms with wooden handle , plaster trowel with wooden handle , fish line best quality , plumb bob iron best quality , galvanised iron pan mortar tasla 18 gauge 16 inch dia minimum weight of 1 kg , rammer earth with handle min wt 5 kg without handle , picks axes with chiesel and point ends kudali 14 cp nominal wt 3 kg overall length min 595mm with handle , showel square nose 14 gauge tata high carbon steel blade size 310 x 245mm shaft size 710mm fitted with strong steel crutched wooden handles , painting brush 100 mm best quality , synthetic tarpaulin 550 gsm of size 30ft x 30ft colour green , multipurpose non slip rubber reusable gloves for scrubbing cleaning brick work etc colour olive green oblique black , brick trowel steel 305 mm , heavy duty openable props oblique scaffolding made of ms pipe of 60 and 48mm dia outer pipe od 60mm and inner pipe od 48mm of 3mm all as per brief technical specification , ms centering plates of size 90cm x 60cm of thickness 14 guage with two stiffeners including all necessary jointing arrangement nut bolt and jointing cleats as per tech specs , portable ms body needle vibrator machine with power 3 hp to 5 hp weight 20 to 30 kg petrol engine with min frequency 50 hz voltage 200 to 300 for concrete vibrating as per tech specs, 5 mt amn storage igloo, brief technical specification as per appx
T18 Ref No : 15749249
Location : mainpuri , uttar pradesh
Source : GEM Tenders
corrigendum tender for carriage of distribution transformer 100 kva from esc mnp , carriage of distribution transformer 250 kva from esc mnp , carriage of acsr weasel conductor from esc mnp , carriage of m s earthing rod 20 x2540 mm from esc mnp , carriage of lt al. xlpe cable size 1x240 sq.mm. from esc mnp , carriage of lt xlpe cable 1x120 sq.mm. for dtr from esc mnp , carriage of lt xlpe cable 1x400 sq.mm. for dtr from esc mnp , carriage of lt xlpe cable size 3.5x70 or 35 sq.mm. from esc mnp , carriage of lt ab cable 3x120 1x95 1x16 sq.mm. from esc mnp , carriage of lt ab cable 3x50 1x35 1x16 sq.mm. from esc mnp , carriage of lt ab cable 3x95 1x70 1x16 sq.mm. from esc mnp , carriage of 33 kv xlpe cable 3x300 sq.mm. from esc mnp , carriage of 33 kv indoor or outdoor jointing kit size 3x300 sq.mm. from esc mnp , carriage of 33 kv straight through size 3x300 sq.mm. from esc mnp , carriage of g.i. wire 6 or 8 swg for guarding from esc mnp , carriage of three phase distribution box from esc mnp , erection of fixing of lt fuse set protection box with all respective accessories as per norms , execution of chemical earthing with g.i. patti clamp nut and bolts as per norms , erection of l.t. tail less unit with all respective material as grouted angel with fabrication work etc. , laying of acsr weasel conductor , laying of lt ab cable 3x120 1x95 1x16 sq.mm. , laying of lt ab cable 3x50 1x35 1x16 sq.mm. , laying of lt ab cable 3x95 1x70 1x16 sq.mm. , mounting of three phase distribution box , erection of double pole structure 8.5 mtr pcc pole , erection of single pole structure 8.5 mtrs pcc pole , erection of tri pole structure 33 kv 13 mtr st pole , grouting of pcc or stp pole , grouting of stay , earthing of pole , guarding of 11 kv line , fencing of 250 kva distribution transformers , plinth for 250 kva transformer , installation of 11by0.4 kv tf 25 kva , installation of 11by0.4 kv tf 63 kva , installation of 11by0.4 kv tf 100 kva , installation of 11by0.4 kv tf 250 kva , laying of 33 kv xlpe cable 3x300 sq.mm. , installation of 33 kv indoor or outdoor jointing kit size 3x300 sq.mm. as per norms. , dismentlling, received back and safe carriage of jarjar g.i. wire and weasel conducter including with rolling from pit site to esc, mainpuri , received back of distribution transformer after, boqbhogaon, clamp for 11 kv v type cross arm with bolts and nuts, three phase distribution box clamp with nut and bolts, connecting cable for distribution box 1x35 sq.mm., l.t. fuse set protection box with all accessories, tinned copper fuse wire different size, hdpe pipe 140 mm., stone pad 300x300x75, holding clamp for doulble pole unit with nut and bolts, ms angle 75x75x6x2028mm with clamp and bolt and nut t or f base, t off chhanel and t off clamp with nut and bolts, top chhanel 125x65x240, dropper channel 100x50x2028 mm., danger board with clamp and nut and bolt, chemical earthing with g.i. patti clamp nut and bolts as per norms, l.t. tail less unit with all respective material angel, patti and other material, copper l pieace 62x225x12mm., 11 kv f clamp with nut and bolts, suspension clamp, dead end clamp, eye i hook, eye bolts for guarding, j hook, lt clamp for pcc or stp with bolts and nuts, pearcing connector, alluminium lug 120 sq.mm., alluminium lug 240 sq.mm., alluminium lug 400 sq.mm., nut bolts and washers off size, guarding angel, guarding angel clamp, m.s. angel iron 65x65x6 mm. 2700 mm long bracing with 4 nos clamp with nut and bolts, 13 m stp pole sp55 galvanised, 8.5 m pcc pole, v type cross arm for 11 kv, 11 kv pin insulator with pin, disc insulator with fitting t and c 45 kn 114 nos and 70kn 27 nos, 11 kv fuse set, 11 kv tpmo with polymer insulator, complete stay 9gi stay rod 20x1800 mm stay wire 7 and 8 swg 10 kg stay clamp bolt nut and washer, distribution transformer 25 kva, distribution transformer 63 kva, distribution transformer 100 kva, distribution transformer 250 kva, acsr weasel conductor or insulated conductor as provided by department, m s earthing rod 20 x2540 mm, lt al. xlpe cable size 1x240 sq.mm., lt xlpe cable 1x120 sq.mm. for dtr, lt xlpe cable 1x400 sq.mm. for dtr, lt xlpe cable size 3.5x70 or 35 sq.mm., lt ab cable 3x120 1x95 1x16 sq.mm., lt ab cable 3x50 1x35 1x16 sq.mm., lt ab cable 3x95 1x70 1x16 sq.mm., 33 kv xlpe cable 3x300 sq.mm., 33 kv indoor or outdoor jointing kit size 3x300 sq.mm., 33 kv straight through size 3x300 sq.mm., g.i. wire 6 or 8 swg for guarding, three phase distribution box, fixing of l.t. fuse set protection box with all respective accessories as per norms, l.t. tail less unit with all respective material as grouted angel with fabrication work etc., laying, stringing, sagging, binding and jumpering etc of following conductor on the erected supports, as per respo norms. acsr weasel conductor or insulated conductor as provided by department, laying, stringing, sagging, with all respective material clamp with nut & bolts or suspension clamp or eye or j hook or pearcing connector etc of following conductor or cable on the erected supports, as per respo norms. lt ab cable 3x120 1x95 1x16 sq.mm., laying, stringing, sagging, with all respective material clamp with nut & bolts or suspension clamp or eye or j hook or pearcing connector etc of following conductor or cable on the erected supports, as per respo norms. lt ab cable 3x50 1x35 1x16 sq.mm, laying, stringing, sagging, with all respective material clamp with nut & bolts or suspension clamp or eye or j hook or pearcing connector etc of following conductor or cable on the erected supports, as per respo norms. lt ab cable 3x95 1x70 1x16 sq.mm., mounting of three phase distribution box with clamp nut & bolts and make proper connection with connecting cable., erection of double pole structure 8.5 mtr pcc pole by digging of pits fitting of all relevant accessories as per respo norms. 34 nos pole at different location under concern division., erection of single pole structure 8.5 mtrs pcc pole by digging of pits fitting of all relevant accessories as per respo norms. at different location under concern division., erection of tri pole structure 33 kv 13 mtr st pole by digging of pits fitting of all relevant accessories as per respo norms. 3 nos pole at different location under concern division., grouting of pcc or stp pole long as per respo norms with material cement, sand, blast stone with the ratio 0.268 cu.m. each will be provided by conractor, grouting of stay as per respo norms cement, sand, blast stone material will be provided by conractor, earthing of pole by m s earthing rod 20 x2540 mm with 6 swg earthing wire etc and make proper connection., guarding of 11 kv line with gaurding angel, clamp eye bolts and gaurding g.i. wire 6 or 8 swg 30 span, fencing of distribution transformers with enamel in proper alignment as per respo manual and as per direction of executive engineer including the cost of arrangement of labour, t&p, carrier etc. required for proper completion of work., plinth for 250 kva transformer proper size as per resspo norms, installation of the following new transformers at various 11by0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper htbylt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11by0.4 kv tf 25 kva with l.t. xlpe cable suitable size with all respective material as per norms., installation of the following new transformers at various 11by0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper htbylt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11by0.4 kv tf 63 kva with l.t. xlpe cable suitable size with all respective material as per norms., installation of the following new transformers at various 11by0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper htbylt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11by0.4 kv tf 100 kva with l.t. xlpe cable suitable size with all respective material as per norms., installation of the following new transformers at various 11by0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper htbylt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11by0.4 kv tf 250 kva with l.t. xlpe cable suitable size with all respective material as per norms., laying of following cable by hdd method with hdpe pipe (140 mm.) including digging and restoring along with brick and sand including the cost of arrangement of labour, t&p, carrier etc. required for proper completion of work. 33 kv xlpe cable 3x300 sq.mm., installation of 33 kv indoor or outdoor jointing kit size 3x300 sq.mm. as per norms., dismentlling of jarjar g.i. wire and weasel conducter including with rolling received back and safe carriage from pit site to esc, mainpuri, received back of distribution transformer after increasing capacity from pit site to esc, mainpuri ( 17 nos 100 kva)

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T18 Ref No : 15763006
Location : mainpuri , uttar pradesh
Source : GEM Tenders
corrigendum tender for supply of 11 kv v type cross arm clamp , supply of 3 phase dis. box clamp with nut and bolts , supply of connecting cable , supply of l.t. fuse set protection box , supply of tinned copper fuse wire different size , supply of hdpe pipe , supply of stone pad , supply of holding clamp , supply of ms angle , supply of t-off chhanel , supply of top chhanel 125x65x240 , supply of dropper channel 100x50x2028 mm. , supply of danger board with clamp and nut and bolt , supply of g.i. patti clamp nut and bolts , supply of l.t. tail less unit , supply of copper l-pieace , supply of 11 kv f clamp , supply of suspension clamp , supply of dead end clamp , supply of eye i hook , supply of eye bolts for guarding , supply of j hook , supply of lt clamp , supply of pearcing connector , supply of alluminium lug 120 sq.mm. , supply of alluminium lug 240 sq.mm. , supply of alluminium lug 70 sq.mm. , supply of nut bolts and washers off size , supply of guarding angel , supply of guarding angel clamp , supply of m.s. angel iron 65x65x6 mm. , carriage of 9 m stp pole-sp- 55 galvanised , carriage of 11 m stp pole-sp- 55 galvanised , carriage of 8.5 m pcc pole , carriage of v type cross arm for 11 kv , carriage of 11 kv pin insulator with pin , carriage of disc insulator with fitting t and c 45 kn , carriage of 11 kv fuse set , carriage of 11 kv tpmo with polymer insulator , carriage of complete stay , carriage of distribution transformer 25 kva , carriage of distribution transformer 63 kva , carriage of distribution transformer 100 kva , carriage of distribution transformer 250 kva , carriage of acsr dog conductor , carriage of acsr weasel conductor , carriage of m s earthing rod 20 x2540 mm , carriage of lt al. xlpe cable size 1x240 sq.mm. , carriage of lt pvc cable 1x120 sq.mm. for dtr , carriage of lt pvc armoured cable size 3.5x70 or 35 sq.mm. , carriage of 11, boqbpkarhalmnp, supply of clamp for 11 kv v type cross arm with bolts and nuts, supply of three phase distribution box clamp with nut and bolts, supply of connecting cable for distribution box 1x35 sq.mm., supply of l.t. fuse set protection box with all accessories, supply of tinned copper fuse wire different size, supply of hdpe pipe 140 mm., supply of stone pad300x300x75, supply of holding clamp for doulble pole unit with nut and bolts, supply of ms angle 75x75x6x2028mm with clamp and bolt and nutt or f base, supply of t-off chhanel+ t or f clamp with nut and bolts, supply of top chhanel 125x65x240, supply of dropper channel 100x50x2028 mm., supply of danger board with clamp and nut bolt, supply of chemical earthing with g.i. patti clamp nut and bolts as per norms, supply of pipe earthing with g.i. patti clamp nut and bolts as per norms, supply of l.t. tail less unit with all respective material angel, patti and other material, supply of copper l-pieace 62x225x12mm., supply of 11 kv f clamp with nut and bolts, supply of suspension clamp, supply of dead end clamp, supply of eye i hook, supply of eye bolts for guarding, supply of j hook, supply of lt clamp for pcc or stp with bolts and nuts, supply of pearcing connector, supply of alluminium lug 120 sq.mm., supply of alluminium lug 240 sq.mm., supply of alluminium lug 70 sq.mm., supply of nut bolts and washers off size, supply of guarding angel, supply of guarding angel clamp, supply of m.s. angel iron 65x65x6 mm., 2700 mm long bracing with 4 nos clamp with nut and bolts, carriage of 9 m stp pole-sp- 55 galvanised, carriage of 11 m stp pole-sp- 55 galvanised, carriage of 8.5 m pcc pole, carriage of v type cross arm for 11 kv, carriage of 11 kv pin insulator with pin, carriage of disc insulator with fitting tandc 45 kn, carriage of 11 kv fuse set, carriage of 11 kv tpmo with polymer insulator, carriage of complete stay 9gi stay rod 20x1800 mm, stay wire 7 or 8 swg, 10 kg, stay clamp, bolt, nut and washer, carriage of distribution transformer 25 kva, carriage of distribution transformer 63 kva, carriage of distribution transformer 100 kva, carriage of distribution transformer 250 kva, carriage of acsr dog conductor, carriage of acsr weasel conductor or or insulated conductor as provided by department, carriage of m s earthing rod 20 x2540 mm, carriage of lt al. xlpe cable size 1x240 sq.mm., carriage of lt pvc cable 1x120 sq.mm. for dtr, carriage of lt pvc armoured cable size 3.5x70 or 35 sq.mm., carriage of 11 kv xlpe cable 3x185 sq.mm., carriage of lt ab cable 3x120+1x95+1x16 sq.mm., carriage of lt ab cable 3x50+1x35+1x16 sq.mm., carriage of lt ab cable 3x95+1x70+1x16 sq.mm., carriage of lt pvc armoured cable size 4x25 sq.mm., carriage of 33 kv xlpe cable 3x300 sq.mm., carriage of 33 kv indoor or outdoor jointing kit size 3x300 sq.mm., carriage of 11 kv indoor or outdoor jointing kit size 3x185 sq.mm., carriage of 33 kv straight through size 3x300 sq.mm., carriage of 11 kv straight through size 3x185 sq.mm., carriage of 11 kv vcb for o or g ctr 200 or 100 or 5a 350 mva1250 amp., carriage of g.i. wire 6 or 8 swg for guarding, carriage of three phase distribution box, fixing of l.t. fuse set protection box with all respective accessories as per norms, chemical earthing with g.i. patti clamp nut and bolts as per norms, pipe earthing with g.i. patti clamp nut and bolts as per norms, l.t. tail less unit with all respective material as grouted angel with fabrication work etc., laying, stringing, sagging, binding and jumpering etc of following conductor on the erected supports, as per respo norms. acsr dog conductor., laying, stringing, sagging, binding and jumpering etc of following conductor on the erected supports, as per respo norms. acsr weasel conductor, laying, stringing, sagging, with all respective materialclamp with nut and bolts or suspension clamp or eye or j hook or pearcing connector etc of following conductor or cable on the erected supports, as per respo norms. lt ab cable3x120+1x95+1x16 sq.mm., laying, stringing, sagging, with all respective materialclamp with nut and bolts or suspension clamp or eye or j hook or pearcing connector etc of following conductor or cable on the erected supports, as per respo norms. lt ab cable3x50+1x35+1x16 sq.mm., laying, stringing, sagging, with all respective materialclamp with nut and bolts or suspension clamp or eye or j hook or pearcing connector etc of following conductor or cable on the erected supports, as per respo norms. lt ab cable3x95+1x70+1x16 sq.mm., mounting of three phase distribution box with clamp nut and bolts and make proper connection with connecting cable., erection of double pole structure 11 mtr stp pole by digging of pits fitting of all relevant accessories as per respo norms.26 nos pole at different location under concern division., erection of single pole structure 8.5 mtrs pcc pole, 9 mtr st and 11 mtr st pole by digging of pits fitting of all relevant accessories as per respo norms. at different location under concern division., grouting of pcc or stp pole long as per respo norms with materialcement, sand, blast stone with the ratio 0.268 cu.m. each will be provided by conractor, grouting of stay as per respo normscement, sand, blast stone material will be provided by conractor, earthing of pole by m s earthing rod 20 x2540 mm with 6 swg earthing wire etc and make proper connection., guarding of 11 kv line with gaurding angel, clamp eye bolts and gaurding g.i. wire 6 or 8 swg86 span, fencing of distribution transformers with enamel in proper alignment as per respo manual and as per direction of executive engineer including the cost of arrangement of labour, tandp, carrier etc. required for proper completion of work., plinth for 250 kva transformer proper size as per resspo norms, installation of the following new transformers at various 11 or 0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper ht or lt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11 or 0.4 kv t or f 25 kva with l.t. xlpe cable suitable size with all respective material as per norms., installation of the following new transformers at various 11 or 0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper ht or lt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11 or 0.4 kv t or f 63 kva with l.t. xlpe cable suitable size with all respective material as per norms., installation of the following new transformers at various 11 or 0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper ht or lt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11 or 0.4 kv t or f 100 kva with l.t. xlpe cable suitable size with all respective material as per norms., installation of the following new transformers at various 11 or 0.4 kv substation, under the jurisdiction of concern distribution division, mainpuri, in proper alignment and direction and making proper ht or lt connection as per instruction of executive engineer after carriage the same from centre stores,mainpuri including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, tandp, carrier etc required for proper completion of work.11 or 0.4 kv t or f 250 kva with l.t. xlpe cable suitable size with all respective material as per norms., laying of following cable including digging and restoring along with brick and sand including the cost of arrangement of labour, tandp, carrier etc. required for proper completion of work. at different location under concern division.11 kv xlpe cable 3x185 sq.mm., laying of following cable by hdd method with hdpe pipe140 mm. including digging and restoring along with brick and sand including the cost of arrangement of labour, tandp, carrier etc. required for proper completion of work. 33 kv xlpe cable 3x300 sq.mm., installation of 33 kv indoor or outdoor jointing kit size 3x300 sq.mm. as per norms., installation of 11 kv indoor or outdoor jointing kit size 3x185 sq.mm. as per norms., installation of 33 kv straight through size 3x300 sq.mm. as per norms., installation of 11 kv straight through size 3x185 sq.mm. as per norms., installation of 11 kv vcb and make proper connection as per norms., dismentlling of jarjar g.i. wire and weasel conducter including with rolling and safe carriage from pit site to esc, mainpuri, received back of distribution transformer after increasing capacity from pit site to esc, mainpuri 4 nos 10 or 16 kva

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  • 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 Blast Joints 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 Blast Joints 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 Blast Joints 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 Blast Joints. If your business profile is not accurately mapped on this portal, you remain practically invisible to these purchasing officers. Recognized as a trusted and expert GeM consultant, Tender18 offers specialized support to build, optimize, and maintain a highly visible vendor account for your business.

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

Expert Profile Management & Catalogue

Our dedicated consultants ensure your GeM presence is structurally perfect:

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

Strategic Live Bid Participation

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

1.

How do I find government contracts exclusively matching my work in Blast Joints?

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 Blast Joints 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 Blast Joints?

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 Blast Joints, 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 Blast Joints is declared L1 and is generally awarded the contract