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256Latest Ground joint Tenders List

Latest Ground joint Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Ground joint 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 Ground joint 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 Ground joint Tender Intelligence & Monitoring

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

We categorize Ground joint 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 Ground joint 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 Ground joint 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 Ground joint Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Ground joint 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 Ground joint Sector in 2026

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

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

Is EMD mandatory for all Ground joint tenders?

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

What is the difference between a Ground joint 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 Ground joint tenders on Tender18?

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


Get Expert Support for Ground joint 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 : 17095221
Location : thiruvananthapuram , kerala
Source : GEM Tenders
NEW TENDER
tender for low form beaker with spout, 25 ml , low form beaker with spout, 50 ml , low form beaker with spout, 100 ml , low form beaker with spout, 150 ml , low form beaker with spout, 250 ml , low form beaker with spout, 500 ml , low form beaker with spout, 1000 ml , reagent bottle narrow mouth, 100 ml , reagent bottle narrow mouth, 250 ml , reagent bottle narrow mouth, 500 ml , reagent bottle narrow mouth, 1000 ml , ldpe plastic wash bottles squuze type , burettes with boroflo stopcock, 50 x 0.10 ml , burettes with boroflo stopcock, 100 x 0.20 ml , graham coiled condensor with drip tip, 400mm , graham coiled condensor with drip tip, 300mm , double surface condensor, ground joint 19 bar 26 , double surface condensor, ground joint 24 bar 29 , cylindars, class b, 10 ml , cylindars, class b, 25 ml , cylindars, class b, 50 ml , cylindars, class b, 100 ml , cylindars, astm, 10 ml , cylindars, astm, 25 ml , cylindars, astm, 50 ml , cylindars, astm, 100 ml , petri dishes, size - 50x17 mm , petri dishes, size - 80x17 mm , petri dishes, size - 100x17 mm , drying trays, capacity 1500 ml , drying trays, capacity 2400 ml , drying trays, capacity 3000 ml , flat bottom evaporating dishes, capacity 165 ml , flat bottom evaporating dishes, capacity 290 ml , flat bottom evaporating dishes, capacity 855 ml , flat bottom evaporating dishes, capacity 1790 ml , round bottom flask, 100 ml , round bottom flask, 250 ml , round bottom flask, 500 ml , round bottom flask, 1000 ml , round bottom flask, 2 neck angular, 100 ml , round bottom flask, 2 neck angular, 250 ml , round bottom flask, 2 neck angular, 500 ml , round bottom flask, 2 neck angular, 1000 ml , round bottom flask, 2 neck angular,3000 ml , round bottom flask, 2 neck angular, 5000 ml , round bottom flask, 3 neck angular, 100 ml , round bottom flask, 3 neck angular, 250 ml , round bottom flask, 3 neck angular, 500 ml , round bottom flask, 3 neck angular, 1000 ml , round bottom flask, 3 neck angular, 3000 ml , round bottom flask, 3 neck angular, 5000 ml , volumetric flask, 10 ml , volumetric flask, 25 ml , volumetric flask, 50 ml , volumetric flask, 100 ml , volumetric flask, 250 ml , separating funnel, 250 ml , separating funnel, 500 ml , pressure equilising cylindrical funnel, 50 ml , pressure equilising cylindrical funnel, 100 ml , pressure equilising cylindrical funnel, 250 ml, laboratory glassware, make - borosil, db gr, make - borosil, with i/c glass stooper, make - borosil, 166p, make - borosil, class a, with individual calibration, make - borosil, sj 24/29, cj 24/29, make - borosil, sj 19/26, cj 19/26, make - borosil, length 200 mm, make - borosil, hexagonal base, with i/c stopper, make - borosil, hexagonal base, with i/c stopper, make - borosil, class b, hexagonal base, pour out, make - borosil, class b, hexagonal base, pour out,, make - borosil, make - borosil, with spout, make - borosil, with spout, make - borosil, narrow mouth, short neck, i/c joint 24/29, make - borosil, centre neck 24/29, side neck 19/26, make - borosil, centre neck 34/35, side neck 24/29, make - borosil, centre neck 34/35, side neck 24/29, make - borosil, centre neck 24/29, side neck 19/26 & 19/26, make - borosil, centre neck 34/35, side neck 24/29 & 24/29, make - borosil, class b, narrow mouth, clear, make - borosil, pear shape with boroflo stopcock, i/c glass stopper
Agency / Dept :
indian space research organisation ISRO
Due Date :
Sep 07, 2026 (2 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 17094207
Location : vemula , andhra pradesh
Source : GEM Tenders
NEW 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
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 07, 2026 (2 days left)
Tender Value :
172Cr
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T18 Ref No : 17097354
Location : prayagraj , uttar pradesh
Source : GEM Tenders
NEW TENDER
tender for two incline with slope of 15 degree height 4 ft and width 3.5 ft and 14 ft length , two jointed rectangular platform of height 4 ft and length 18 ft and width 3.5 ft , surrounding platform of concrete of 6 inch depth , 20 mm galvanised pipe , plastic float with control system , water tank 100 ltr , electric water jet machanism , installation, ground counstruction, rcc grade m20, galvanised pine, pvc, high quality plastic, with all accessories and pipe and nozzle, as required to include cables and minor items
Agency / Dept :
indian army
Due Date :
Sep 07, 2026 (2 days left)
Tender Value :
5L
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T18 Ref No : 17099270
Location : jaisalmer , rajasthan
Source : GEM Tenders
NEW TENDER
tender for equivalent construction accurately seasoned timber strong joinery premium as per atc , chair easy premium easy chair in first class seasoned hardwood or teak or equivalent robust joinery virgin plastic cane in approved pattern or equivalent premium seating pvc hard rubber as per atc , chair verandah premium verandah chair with heavy duty ms tubular frame minimum 1 point 6 mm wall thickness where applicable durable woven virgin plastic cane pvc or rubber leg shoesas per atc , chair visitor without arms premium visitor chair without arms heavy duty institutional frame ergonomically contoured seat or back high density moulded foam or equivalent premiumas per atc , chisel cold flat 1 by 2x6 inches premium cold chisel drop forged high carbon or alloy tool steel hardened and tempered cutting edge with controlled hardness accurately ground flat bodyas per atc , looking mirror 9 to 1 oblique 4 inches x 7 to 1 oblique 16 inches premium dressing or looking mirror minimum 5 mm high quality silvered edge sealed mirror glass distortion free clear as per atc , marble cutter 98115 light weight and compact max cutting depth of 34mm premium compact marble or stone cutter industrial duty motor high quality bearings robust guarded cutting as per atc , mirror 4 x 15 inches premium mirror glass minimum 5 mm thickness unless drawing specifies otherwise high clarity distortion free mirror polished or edge protected edges and secure as per atc , mirror frame premium mirror frame seasoned hardwood or teak or approved equivalent accurately mitred or joined smooth moulded profile concealed fixing provisions and premium as per atc , peg table premium carpenters pencil or marking pencil durable hardwood casing strong graphite lead consistent hardness and smooth marking performance suitable for repeatedas per atc , pencer carpenter 160mm premium professional screwdriver set chromevanadium cr v steel blades hardened and tempered tips corrosion resistant finish er2gonomic non slip handles as per atc , receptacle pvc remium pvc receptacle minimum 2 point 5 mm thick heavy duty polymer robust swivel lid and corrosion resistant metal handles impact resistant and easy clean constructionas per atc , screw driver set of 5 premium professional screwdriver or hand tool set forged or hardened cr v or s2 grade bits or blades as applicable precision machined tips ergonomic anti slip handles as per atc , shoes rack 915x600mm premium heavy duty steel shoe rack ms or crca tubular construction with welded joints adequately spaced shelves and anti skid feet all steel components shall be as per atc , table 3x2 ft with drawer premium wooden writing or office table first class seasoned hardwood or teak or approved equivalent with 18 mm thick premium grade pre laminated particle board as per atc , table 3x3 ft steel fd 1009 premium steel table heavy duty welded ms or crca construction with adequate stiffeners and load bearing members all steel surfaces shall be pretreatment as per atc , table bedside premium bedside table robust steel or wood combination as per approved drawing bwr grade a plywood stainless steel telescopic channels quality chrome plated handles as per atc , table centre premium centre table first class seasoned hardwood or teak or approved equivalent 18 mm 18 mm thick premium grade pre laminated particle board top with 1 mm premium as per atc , table centre two tier with glass top premium two tier centre table with robust frame high quality clear toughened, proc of misc office items and furniture items, extention bd 4 socket with surge protection isi marked heavy duty, notice bd 4x3 ft wall mounted acoustic panels isi marked heavy duty, dustbin ss 12 ltrs with pedal isi marked heavy duty, dustbin ss 15 ltrs isi marked heavy duty, cd writer isi marked heavy duty, kagaj or cd shredder machine or kagaj sisi marked heavy duty, almirah large with shelves premium steel glazed almirah heavy duty institutional construction crca or ms sheet minimum 1 mm for body or shutters reinforced welded construction as per atc, almirah small glazed with shelves premium steel glazed almirah with crca or ms construction minimum 1 mm sheet toughened or quality glass shutters adjustable shelves robust hinges as per atc, ball pane hammer 340 gms premium professional ball peen hammer drop forged high carbon or alloy steel head properly heat treated balanced and securely fitted to a seasoned hardwood as per atc, bath mat pvc premium pvc bath mat non slip textured surface flexible and water resistant mould or mildew resistant easy clean construction with rounded safe edges suitable as per atc, bed hard ply top bed hard premium institutional construction as per mes drawing ms tubular frame 18 mm thick premium grade plywood top robust stiffeners and bolted fixing all steel as per atc, bin solid linen large premium multi purpose linen bin bwr grade a particle board construction with marine grade adhesive quality telescopic channels robust teak or wood base frame as per atc, chair dining premium solid wood dining chair use first class seasoned hardwood or teak or equivalent approved premium hardwood mortise and tenon or robust joinery 12mm bwr plywood as per atc, chair dining special 38x10x18 inches premium special dining chair robust first class hardwood or teak or equivalent construction accurately seasoned timber strong joinery premium as per atc, chair easy premium easy chair in first class seasoned hardwood or teak or equivalent robust joinery virgin plastic cane in approved pattern or equivalent premium seating pvc hard rubber as per atc, chair verandah premium verandah chair with heavy duty ms tubular frame minimum 1 point 6 mm wall thickness where applicable durable woven virgin plastic cane pvc or rubber leg shoesas per atc, chair visitor without arms premium visitor chair without arms heavy duty institutional frame ergonomically contoured seat or back high density moulded foam or equivalent premiumas per atc, chisel cold flat 1 by 2x6 inches premium cold chisel drop forged high carbon or alloy tool steel hardened and tempered cutting edge with controlled hardness accurately ground flat bodyas per atc, looking mirror 9 to 1 oblique 4 inches x 7 to 1 oblique 16 inches premium dressing or looking mirror minimum 5 mm high quality silvered edge sealed mirror glass distortion free clear as per atc, marble cutter 98115 light weight and compact max cutting depth of 34mm premium compact marble or stone cutter industrial duty motor high quality bearings robust guarded cutting as per atc, mirror 4 x 15 inches premium mirror glass minimum 5 mm thickness unless drawing specifies otherwise high clarity distortion free mirror polished or edge protected edges and secure as per atc, mirror frame premium mirror frame seasoned hardwood or teak or approved equivalent accurately mitred or joined smooth moulded profile concealed fixing provisions and premium as per atc, peg table premium carpenters pencil or marking pencil durable hardwood casing strong graphite lead consistent hardness and smooth marking performance suitable for repeatedas per atc, pencer carpenter 160mm premium professional screwdriver set chromevanadium cr v steel blades hardened and tempered tips corrosion resistant finish er2gonomic non slip handles as per atc, receptacle pvc remium pvc receptacle minimum 2 point 5 mm thick heavy duty polymer robust swivel lid and corrosion resistant metal handles impact resistant and easy clean constructionas per atc, screw driver set of 5 premium professional screwdriver or hand tool set forged or hardened cr v or s2 grade bits or blades as applicable precision machined tips ergonomic anti slip handles as per atc, shoes rack 915x600mm premium heavy duty steel shoe rack ms or crca tubular construction with welded joints adequately spaced shelves and anti skid feet all steel components shall be as per atc, table 3x2 ft with drawer premium wooden writing or office table first class seasoned hardwood or teak or approved equivalent with 18 mm thick premium grade pre laminated particle board as per atc, table 3x3 ft steel fd 1009 premium steel table heavy duty welded ms or crca construction with adequate stiffeners and load bearing members all steel surfaces shall be pretreatment as per atc, table bedside premium bedside table robust steel or wood combination as per approved drawing bwr grade a plywood stainless steel telescopic channels quality chrome plated handles as per atc, table centre premium centre table first class seasoned hardwood or teak or approved equivalent 18 mm 18 mm thick premium grade pre laminated particle board top with 1 mm premium as per atc, table centre two tier with glass top premium two tier centre table with robust frame high quality clear toughened glass top shelf as approved quality edge treatment concealed secureas per atc, table coffee 3 ft x 16 inch x 16 inch premium coffee table with seasoned hardwood or teak or approved equivalent bwr grade a plywood where applicable premium laminate veneer as per atc, table computer tp premium steel table 3 x 3 ft heavy duty ms or crca construction with reinforced welded frame and suitable top all steel components shall be pretreatment or phosphated as per atc, table dining 6 pers premium dining table first class seasoned hardwood or teak or approved equivalent 18 mm 18 mm thick premium grade pre laminated particle board top with 1 mmas per atc, table dining 8 person premium 8 person dining table heavy duty first class seasoned hardwood teak or approved equivalent 18 mm thick premium grade pre laminated particle board or solid as per atc, table dressing 48 x 24 x 18 inches premium dressing table seasoned hardwood or teak or approved equivalent with bwr grade a plywood premium laminate or veneer solid wood edge as per atc, table dressing 54 x 36 x 18 inches premium large dressing table heavy duty seasoned hardwood or teak or approved equivalent bwr grade a plywood premium laminate or veneer solid as per atc, table executive 6 ft point 4 inch x 2 ft point 2 inch with 4 drawer premium executive table heavy duty institutional construction seasoned hardwood or teak or approved premium hardwood as per atc, table folding premium folding table with heavy duty folding mechanism robust ms frame and quality 18 mm thick premium grade pre laminated particle board top all steel components as per atc, table for hav ors steel premium steel hav ors table heavy duty ms or crca construction welded or reinforced frame and suitable durable top all steel surfaces shall be pretreatment as per atc, table office clk steel premium steel office clerk table heavy duty ms or crca construction reinforced frame drawers or locking arrangement as specified and quality hardware all steel as per atc, table tv 39 x 19 x 28 inches premium tv table robust institutional construction with stable load or bearing frame suitable bwr grade a laminated top where applicable concealed cable as per atc, table with drawer steel 900x600x760mm premium writing table 1145 x 600 x 760 mm first class seasoned hardwood or teak or approved equivalent 18 mm thick premium grade pre laminated as per atc, table writing premium measuring tape 3 m impact resistant abs or bi material case corrosion resistant spring steel blade with clear high contrast markings positive blade lock belt clip and as per atc, tape measuring 3 mtr premium verandah teapoy heavy duty ms square pipe frame robust base tray 18 mm thick premium grade pre laminated particle board top with premium laminate as per atc, teapoy verandah premium wooden teapoy first class seasoned hardwood or teak or approved equivalent 18 mm thick premium grade pre laminated particle board top and 6 mm teak beading as per atc, teapoy wooden premium wooden teapoy first class seasoned hardwood or teak or approved equivalent 18 mm thick premium grade pre laminated particle board top central stiffener as per atc
Agency / Dept :
indian army
Due Date :
Sep 14, 2026 (9 days left)
Tender Value :
Refer Document
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T18 Ref No : 17113789
Location : aluva , kerala
NEW TENDER
tender for general pvip urgent rectification work to the collapsed aqueduct of mudakuzha east md at ch 1.100km general civil work, lifting the 2 fallen barrels of the aqueduct using cranes simultaneously and placing it on level ground andreconstruction of collapsed pillar of mudakkuzha aqueduct and providing casing for 4 pillars,expansion joint works,dry rubble masonry etc
Agency / Dept :
department of irrigation
Due Date :
Sep 14, 2026 (9 days left)
Tender Value :
20.33L
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T18 Ref No : 17100922
Location : north 24 paraganas , west bengal
Source : GEM Tenders
NEW TENDER
tender for 9 u wall mount rack with exhaust fan , pdu for rack , 24 port liu or patch panel for rack , l2 switch 24 port , 1 meter patch cord , dual port input output for each node , 3 mtr patch cord , cat 6 cable , caping casing , pvc conduit pipe 25 mm , 3 core copper cable 1.5 sq mm , electrical board including one 6a switch and one 6a 3 pin socket , installation work of all above items including consumables, network device and accessories, ground floor gallery - 01 ground floor dental doctor rom - 01 gynecologist outdoor building -01 1st floor left flank gallery - 01 1st floor right flank gallery - 01 2nd floor gallery - 01, 6 socket for each rack, rack mount, connection from liu to switch in each rack, input output box for each pc, patch cord for each pc, appx 30 mtr for each pc on an average 2400 mtrs main building to outdoor building 100 mtr each x 3 equal 300 meters ground floor gallery rack to 1st floor left flank rack 100 meters ground floor gallery rack to ot section 50 meters 1st floor left flank rack to right flank rack 50 meters 1st floor left flank rack to 2nd floor gallery rack 100 meters, size 100 x 50 mm for outdoor wiring gallery etc ground floor 300 mtrs ground floor to 1st floor 100 mtr 1st floor 300 mtr 1st floor to 2nd floor 100 mtr 2nd floor 200 mtr, size 25 x 12 mm for ethernet or electric wiring within rooms 500 mtr for ethernet cabling 500 mtr for electric wiring, 25 mm for outdoor cable layout, 1.5 sq mm, pc 40 printer 47 others 13, l jointer clamp nail etc for installation as per prevailing market rates for civil work
Agency / Dept :
border security force BSF
Due Date :
Sep 25, 2026 (20 days left)
Tender Value :
Refer Document
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T18 Ref No : 16813008
Location : port blair , andaman and nicobar islands
Source : GEM Tenders
LIVE TENDER
tender for almirah large with shelves steel , book case small , charpoy ip with hard top , locker bed side steel , rack adjustable 6 tier steel , table dressing gents with mirror , table dressing ladies with mirror , table dining 4 person , table writing med , teapoy wooden , hat stand with mirror , sofa set 5 seater , chair computer , rack shoe steel , table bed side , bin solied linen multi purpose, special repair surveyed off condemned furniture for the qe jun 2025 under ge minniebay, dimension overall size shall be 1985mm high comma 920mm wide and 485mm deep. description the base shall be made of two numbers mild steel sheet channel bases made in u shaped with ends covered. mild steel sheet shall be 1mm thick. the base channel shall be welded at 50mm from each end of the length of 920mm and shall be up to full width of 485mm and shall be 100mm high top comma sides bottom and back of almirah shall be of 1mm thick mild steel sheet. four shelves equally spaced of 1mm thick mild steel sheet shall be provided to make five compartments. front shutter shall two leaves of equal size. front shutter leaves shall have three butt hinges of 75mm fixed to each shutter and shall be side hung. all joints and welding and fixing shall be done in accordance with the standard workmanship. handle one chromium plated steel handle with a locking device shall be provided as shown on drawing. locking device the locking device shall be three way locking device and shall also be provided with decorative key plate. finish all steel surfaces shall be painted with two coats of smoke grey paint internally and extrenally with spray machine over a coat of red oxide primer after preparation of surfaces. a mark of mes shall also be provided on top left corner of front shutter with visible colour. painting shall be done with spray machine. rest all as per drg., overall size shall be 1025mm long comma 450mm wide and 750mm high. back shall be 1025 mm long and 750 mm high made out of prelaminated hdf board bd 18mm thick one side teak comma walnut and other side balancing white comma rest all as per drg and as directed by engr in charge., overall size shall be 1980mm long comma 900mm wide and 440mm high. two long rails and two short rails shall be of 25mmx65mmx16 gauge ms rectangular pipe. the legs shall be of size 32mmx32mmx16 gauge welded to long and short rails as shown on drg.two stiffeners of size 25mmx25mmx16 gauge shall be provided in equidistant between two opposite long rails. six number cleat of size 25mmx60mmx6mm shall be welded with frame to support ply. two stiffeners joining legs of size 25mmx25mmx16 gauge shall be provided at 150mm from ground level. 12mm thick bwr plywood shall be provided for top as shown on drg with proper nut and bolt .one nut and bolt shall also be provided at centre of each stiffeners for fixing the plywood irrespective of what is shown on drg. pvc hard rubber shoes shall be fixed at bottom of each leg. all steel surfaces shall be painted with synthetic enamel paint black in color after applying a coat of primer. rest all as per drg, dimension overall size shall be 760mm long comma 600mm wide and 1100mm high. description the locker shall be made of mild steel sheet 1mm thick. 20 mm dia conduit pipe shall be chrome plated with wall thickness of 1 point 6 mm shall be fixed with side sockets. two handles chromium plated 100mm long shall be fixed to shutters with necessary riveting. one hasp and staple 75mm long shall also be fixed to shutters with riveting. the left shutters shall be provided with 100mm long tower bolt inside at upper and lower ends also. the locker shall be provided with compartments as shown in drgs made of 1mm ms sheet. finish all steel surface internally and externally comma exposed to view when placed in position shall be given two coats of smoke grey paint internally and externally after properly smoothened the surface with sand paper and applying putty. painting shall be done with spray machine. rest all specifications are as per drg., dimension overall size shall be 915mm long comma 610mm wide and 1905mm high. description the entire rack shall be made of 1mm mild steel sheet. the sides shall be provided with 40x40x4mm angle iron welded to 1 point 00mm thick ms sheet. 75x75x3mm thick flat iron cut to shape shall be welded at front corner. all partitions shall also be made of 1mm thick mild steel sheet and shall be riveted to side of rack. all dimensions comma shape and size shall be followed as per drg. all joints comma fixing shallbe done in accordance with standard specifications. rest all as shown on drg. finish all steel surfaces exposed to view when placed in position shall be painted with two coats of smoke grey hammer paint internally and extrenally with spray machine after preparation of surfaces. painting shall be done with spray machine. rest all as per drg., all as per drg comma the frame shall be strictly as per drg wallet oblique teak colour as approved. the mirror shall be of 5mm thickness of make modiguard oblique saint gobain all shown on drg and as directed by engr in charge., the overall size of the table dressing shall be 1150mm long 380mm wide and 1700mm high. the sides comma top comma back and front of the base unit shall be of 18mm thick prelaminated mdf board. the bottom of the side units shall be of 12mm thick mdf board. the sides and back of drawers shall be of 12mm thick prelaminated mdf comma bottom of the drawers shall be of 6mm thick commercial ply whereas the front of the drawers shall be of 18mm thick prelaminated mdf board. 5mm thick electro copper plated mirror shall be fixed over 6mm thick plywood back. track rails 25mm x 25mm in section on one side telescopic channel of make hettick oblique ebbco comma on two vertical. the overall size of the stool shall be 440mm long 350mm wide and 425mm high. the four sides shall be of 18mm thick prelaminated mdf. the top of the stool shall be of 12mm thick plywood openable as shown in drg. four heavy duty revolving nylon double wheels shall be provided at base below the 6mm base ply fixed over wooden runner 20 mm x 20 mm. the seat of the stool shall be 75mm high comma made of foam 40 density covered with tapestry cloth as approved by engr in charge oblique ge. rest all as per drg., all as per drg comma the wood shall be 1st class hard wood teak free from any joints cracks and knots. the top shall be made out of 18mm thick mdf board exterior grade one side teak lamination in wange oblique wallet as approved colour and one side white lamination. all exposed edges of ppb shall be provided wooden beading of teak wood 4mm thick x 18mm wide duly polished with matching colour the frame shall be polished after prepration of surfaces with two or more coats of brown oblique walnut colour melamyne polish with spray machine as per the requirement to its glossy look. rest all as shown on drg and as directed by engr in charge., dimension overall size shall be 1145mm long comma 600mm wide and 760mm high. description all wood shall be of first class hard teak wood except top and right hand side drawer cabinet. legs shall be of 35mmx55mm in section and 717mm high having 5mmx5mm in section groove at the top of legs at the portion when placed in position. the top shall be of 18mm thick of approved shade and the edges shall be covered with 4mm thick teak wood beading. two short stiffeners of teak wood of size 50mmx40mm in section irrespective of what is shown on drg shall be provided between legs at 100mm from bottom of legs. sides of the box which house the drawer and cabinet shall be 18mm thick bwr grade plywood sides and back of drawers shall be of 12mm thick teak wood planks. bottom of drawers shall be of 6 mm thick plywood commercial. 6mm thick plywood commercial 75mm high partition shall be provided in the drawer. shutter for cabinet shall be fixed with piano type continuous hinges. lock shall be provided to drawer and shutters. recessed handle shall be provided to drawer and shutter. 25mm dia and 25mm high rubber shoes shall be fixed to bottom of legs. finish all wood surfaces shall be melamyne polished with high gloss finishby spray machine. rest all as per drg., dimension the overall size shall be 600mm long comma 450mm wide and 540mm high. description the legs shall be 60mmx30mm in section and 497 mm high and shall be of teak wood. 5mmx5mm in section groove shall be provided at the visible portion of top of legs. top rails of teak wood of 20mmx50mm in section and 510mm long shall be provided between the legs. bottom rail of teak wood of 20mmx50mm in section and 420mm long shall be provided between legs comma widthwise at 100mm above the bottom of legs. a centre rail of size 20mmx50mm shall also be provided lengthwise at centre in between the side bottom rails irrespective of what is shown on drg. 25mm thick and 25mm dia hard rubber oblique pvc rings shall be fixed to the bottom of all legs fixed with 30mm long screws. top of table shall be of 18 mm thick pre laminated mdf board with 4mm teak wood edging alround the top of table. finish all wood surfaces shall be melamyne polished with high gloss finish by spray machine. rest all as per drg, overall size shall be 1330 mm long comm 710mm high. the inner frame shall be of 50mmx20mm teak wood battens six in nos. the back and front of frame shall be covered with 6mm thick commercial ply. the edges of the frame shall be covered with 6mmx35mm teak wood edging fixed alround the frame with headless nails and adhesive. six brass pegs 120mm long shall be fixed over the wooden membrane with brass screws as shown in drg. 5mm thick looking mirror of saint gobian comma modiguard oblique atul shall be provided as shown on drg with beading alround. mild steel key plate shall be provided at both top corners of the hat stand. all exposed surfaces shall be given high gloss melamyne polish with lacquer spray machine finish. rest all as per drgs, all as per drg comma the timber in all around shall be first class hard wood teak comma the cushions shall be made out of pu foam of min 40 density of approved make and covered with tapestery cloth of approved quality comma pattern and colour before incorporating in work. the frame shall be polished after prepration of surfaces with two or more coats of brown oblique walnut colour melamyne polish with spray machine as per the requirement to its glossy look rest all as shown on drg and as directed by engr in charge., the base pedestal assembly of chair computer shall be of dia 700mm and 1060mm high. the pedestal assembly shall be provided with injection molded in black 30 percentage glass filled nylon. a 10 point 5mm dia forged bright zinc plated ms castor pin is of press fitted into each prong for holding the castors. the seat and back of the chair computer shall be made of 12mm thick hot pressed plywood upholstered with fabric and moulded polyurethane foam. the back form shall be designed with contour lumber support for extra comfort with pvc lipping allround. the back rest shall be adjustable and consist of drop lift mechanism and shall be adjusted in the insert. it shall be scratch and weather resistant. rest all as per sample and as approved by ge, overall size shall be 700mm long comma 300mm wide and 880mm high. the legs of the shoe rack shall be of 25mm dia ms pipe of 18 gauge. the five shelves of the rack shall be of 20mm dia ms pipe of 18 gauge welded to legs. the shelves shall have 3mm dia ms rod 9 nos in widthwise and 3 nos in lengthwise welded to 20mm dia shelf frame. pre treated with powder coated oven baked with black colour., the overall size of the table bed side shall be 450mm x 450mm x 600mm from rear and 450mm x 450mm x 500mm from front as shown in drg. the entire frame of table bed side shall be made up of 18mm ms square pipe 18 gauge duly black powder coated. the two sides and top shall be made up of 18mm thick mdf board exterior grade. the back of the table except the top portion as shown in drg shall be provided with 6mm commercial plywood bwr grade duly screwed to frame. the two sides comma back and bottom of drawers of the table shall be made up of 12mm thick mdf board irrespective of what is shown on drg comma except the front side which shall be of 18mm thick mdf board exterior grade. the drawers shall be made functional by using telescopic channel of appropriate size shall be used for smaooth mvement of drawer.the drawers of the tables shall be provided with 100mm long cp handles. rest all as per drg. the lower portion of the bed side table should be box type provided with one shutter of appropriate size duly fixed with piano type hinges comma one cp handle of 4 inch size and one magnetic catcher should also be provided. rest all as shown on drawing and as directed by engr in charge., overall size shall be of 1000mm long comma 380mm wide and 760mm high. bottom rest shall be made of 19mm thick mdf board and shall be 900mm long and 280mm wide and 75mm hih joined together in long and short sides. multipurpose bin linen shall be placed over it. the bin shall be 1000mm long comma 380mm wide and 385mm high. back side shall be of 19mm thick mdf board 1000mm long and 685mm high. sides shall be of 19mm thick mdf board 380mm wide and 685mm high. top and bottom shall be of 19mm thick mdf board 1000mm long and 380mm wide. a vertical partition shall be provided at 400mm from inner face of left hand side which shall be of 19mm thick mdf. a shelf shall be provided in the middle of left portion which shall be of 19mm thick mdf board and shall remain uncovered. two drawers and a cupboard shall be provided on the right hand side. of the bin. bottom comma sides comma back and front of drawers shall be of 12mm thick mdf board. the partition between the drawers shall be of 19mm thick mdf board. front shutter of cupboard shall be hinged with continuous piano type hing and shall be side hung. the shutter shall have eight vertical slots of 19mm width and 180mm high with gap of 19mm made in the center of the shutter. the shutter shall be provided with 100mm long mild steel powder coated handle and ball spring catch as shown on drawing. 19mm thick mdf board 543 mm long and 40mm wide shall be provided as base support in the front under the drawers. teak wood bearers two numbers shall be of 20mmx20mm in section and fixed to drawers. teak wood bearers two numbers shall be of 20mmx20mm in section and fixed to drawers on the outer sides in such a way that it rns smoothly over the beares fixed on the the sides of the partitions of the bin.
Agency / Dept :
indian army
Due Date :
Sep 07, 2026 (2 days left)
Tender Value :
23.73L
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T18 Ref No : 16835395
Location : ghatshila , jharkhand
Source : GEM Tenders
LIVE TENDER
tender for demolishing r.c.c work , demolishing cement concrete , earth work , filling available excavated earth , filling in plinth with sand , plain cement concrete 1 isto 3 isto 6 , laying position cement concrete 1 isto 2 isto 4 , reinforced cement concrete work 1 isto 1.5 isto 3 , steel reinforcement , providing and fixing centering and shuttering , lintels or beams or plinth beams or chujja or griders or bressumers and cantilevers , structural steel work , brick work foundation and plinth , brick work in super structure , half brick masonry , 12 mm thick cement plaster 1 isto 6 , 15 mm thick cement plaster , 12 mm thick cement plaster 1 isto 4 , providing and fixing concertina coil , premium acrlic smooth exterior paint , chain link , supplying and laying painting with synthetic enamel paint , steel work in built up tubular , transportation of building rubbish , transportation of excavated earth , surface dressing , cleaning jungle , providing and applying priming coat with ready mixed wood, construction of boundary wall from sitadanga to jaduguda thana in ucil housing colony jaduguda, demolishing r.c.c work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 2 km lead as per direction of engineer in charge ., demolishing cement concrete mix 1 / 3 /6 as richer mix manually or by mechanical means including disposal of material within 1 km lead as per directions of engineer in charge ., earth work in excavation in foundation, trenches or drains not exceeding 1.50m in width or 10.00 sqm on plain including dressing of sites and ramming of bottoms, lift upto 1.50m including getting out the excavated soil and disposal of surplus excavated soil, including dewatering and directed with a lead of 500 m ., filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50 m., supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete of direction of the engineer in charge., providing and laying plain cement concrete1/3/6 - 1 cement /3 coarse sand / 6 graded stone aggregate 40mm nominal size in foundation plinth wherever necessary including desalinating finishing curing etc as per specification all complete but excluding the cost of centering and shuttering etc, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1 isto 2 isto 4 (1 cement / 2 coarse sand / 4 graded stone aggregate 20mm nominal size), providing and laying reinforced cement concrete work 1 isto 1.5 isto 3 - 1 cement /1.5 coarse sand / 3 graded stone aggregate 20mm down screened and washed including machine mixing placing in position and mechanically vibrating in columns pillars etc to any level and anywhere and like including preparing of the top surface finishing curing etc complete in all respects as per specification and direction of the engineer-in-charge, steel reinforcement for reinforced cement concrete work including transporting decoiling straightening derusting placing cutting to requiste length hooking bending to correct shape placing in proper position and binding with 16 gauge black annealed wire at every intersection including removal of loos rust and applying a coat of cement wash if necessary complete in all respects as per drawing and as directed, providing and fixing centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of column etc. for mass concrete., providing and fixing centering and shuttering including strutting propping etc and removal of form for - lintels beams plinth beams chujja girders bressumers and cantilevers, providing and laying structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete., providing and laying 1st class brick work with bricks of class designation 75 in foundation and plinth in cement mortar 1/6 -1 cement / 6 coarse sand including all complete as per specification drawing and direction of the eic., providing and laying best quality brick work in super structure upto floor two level 1/6- 1 cement / 6 coarse sand including curing scaffolding shuttering etc all complete. all materials including cement etc to be supplied by the contractor, half brick masonry with common burnt clay f.p.s non modular bricks of class designation 7.5 in foundations and plinth in cement mortar 1/4 - 1 cement / 4 coarse sand, providing and laying 12 mm thick cement plaster 1/6 -1 cement /6 fine sand all complete as per specifications. all materials including cement etc to be supplied by the contractor, providing 15 mm thick cement plaster to a rough side in cement mortar 1/6 - 1 cement / 6 fine sand including scaffolding ,raking the joints backing the surface finishing to correct lines, levels plumb curing as required ., providing and laying 12 mm thick cement plaster 1/4 - 1 cement / 4 fine sand with a floating coat of neat cement punning with redoxided powder all complete as per specification. all materials including cement etc. to be supplied by the contractor., providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron - y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape (r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg per sq. mm with tape (0.52 mm thick) and weight 43.478 gm per metre (cost of m.s. angle, c.c. blocks shall be paid separately) ., finishing walls with premium acrlic smooth exterior paint - whether coat with silicone additives of required shade - new work - two or more coats applied at the rate 1.43ltr per 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg per 10 sqm as approved by engineer in charge, providing and fixing g.i chain link fabric fencing of required width in mesh size 50 x 50 mm including straightening with 2 mm dia wire or nuts. bolts and washers as required complete as per the direction of engineer in charge. made of g i wire of dia 4mm ., supplying and laying painting with synthetic enamel paint / over two coats primer of approved brand and manufacturer two or more coats ., steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and two coat of synthetic enamel paint including welding and bolted with special shaped washers, locking arrangement etc. all complete. hot finished welded type tubes for single and double leaf entrance gates. size of gate - 3.50 m x 1.80 m -3 nos. size of gate - 1.20 m x 1.80 m -8 nos., transportation of building rubbish from working site to other area upto 2 km by mechanical transport including loading unloading and lift upto 2.20 m disposal of same to be leveled and neatly dressed as per instruction of engineer in charge ., transportation of excavated earth from working site to other area load upto 1 km by mechanical transport including loading unloading and lift upto 2 20 m disposal earth to be levelled and neatly dressed as per instruction of engineer in charge, surface dressing of the ground including removing vegetation and inequalities, clay etc., not exceeding 15cm deep and disposal of rubbish lead upto 500 m and lift upto 1 km, cleaning jungle including uprooting of rank vegetation , grass , brush wood ,trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared., providing and applying priming coat with ready mixed wood/ iron primer of approved brand (asian/berger/nerolac/ ici dulux) - iron work
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 18, 2026 (13 days left)
Tender Value :
5.52Cr
View Documents
T18 Ref No : 16856725
Location : lucknow , uttar pradesh
Source : GEM Tenders
LIVE TENDER
tender for f254 25 tlc aluminium sheet , toluene 1 ltr , rifluoroacetic acid for synthesis 500 ml , tri sodium citrate dihydrate 500 gm , tris free base 500 gm , triton x 100 50 ml , tween 20 500 ml , victoria blue b 25 gm , a naphthylamine solution 100 ml , silver nitrate for analysis 25 gm , o 2 3 4 5 6 pentafluorobenzylhydroxylamine hydrochloride 1 gm , paraformaldehyde d2 1 gm , dichloromethane for chromatography 1 ltr , formaldehyde standard certified reference material 100 ml , acetic acid glacial 99 100 500 ml , 1 8 diazafluoren 9 one 250 mg , 2 phenoxyethanol 1 ltr , epa 531.1 carbamate mix 1 ml , epa 8270 organophosphorus pesticides mix 1 ml , acetonitrile ms 1 ltr , cell culture freezing medium 50 ml , collagenase type , copperii phthalocyanine 200 mg , epa clp organochlorine pesticide mix 1 pkg , cyclohexane ecd fid 1 ltr , dapi fluoropure grade 10 mg , generuler 100bp dna ladder 50 g , ecori 5000 units , hipura dh5 competent cells 10 r , ethyl acetate ms 1 ltr , wash solution concentrate ws 250 ml , n hexane ms 2.5 ltr , liquied nitrogen 35 ltr , polyvinyl acetate 500 gm , psa spe bulk packing 100 gm , trifluoroacetic acid for synthesis 500 ml , low form beaker with spout 50 ml , low form beaker withspout 100 ml , low form beaker with spout 250 ml , low form beaker with spout 500 ml , low form beaker with spout 1000 ml , microscope glass slides plain ground edges 76x26x1 mm per pkt of 50 , cover glass square 22x22 mm per pkt of 100 , reagent bottles narrow mouth with screw cap 250 ml , reagent bottles narrow mouth with screw cap 500 ml , reagent bottles narrow mouth with screw cap amber 250 ml , reagent bottles narrow mouth with screw cap amber 500 ml , dropping bottles with glass dropper silicone teat 125 ml , round bottom flask narrow mouth short neck with i _c joint 25 ml , round bottom flask narrow mouth short neck with i _c joint 50 ml , round bottom flask narrow mouth short neck with i _c joint 100 ml , serological pipettes classa with individual calibration certificate 1 ml , serological pipettes classa with individual calibration certificate 2 ml , serological pipettes class a with individual calibration certificate 5 ml , test tubes without rim 13 ml , 2 ml hplc certified clear vials clousers pack size 100 pack size 100 , 20 ml headspace gc vials closure pack size 100 , 2 ml hplc treated vials closures pack size 100 , pes membrane diameter 47mm pore , pes membrane diameter 47mm , tissue culture plate sterile 96well ps packing 50 , anode buffer container abc for 3500 _seqstudio flex pack of 4 , big spoon spatula 9 inch , blotting paper pack of 500 , butter paper , capillary tube pack of 100 , cathode buffer container cbc for 3500 _seqstudio flex pack of 4 , spinwin ultra clean tube 50ml conical bottom pp _hdpe packing 500 , universal combi rack pp packing 4 , conical centrifuge tube rack rpp full rack packing 4 , draining tray pp 400x300x100mm packing 6 , face mask non sterile pack of 50 , filter paper gr 1 12.5cm 100 _pk , forceps ptfe coated blunt end 6 , nitrile gloves powder free large packing 100 , kimwipes disposable wipes , spinwin cliklok amber micro centrifuge tube 1.5ml packing 500 , spinwin cliklok amber micro centrifuge tube 2.0ml packing 500 , spinwin cliklok micro centrifuge tube 2.0ml packing 500 , micro tips 10ul ref packing 1000 , micro tips 200ul packing 1000 ,, chemical glasssware and consumables, chemicals, glassware, consumable
Agency / Dept :
uttar pradesh state institute of forensic sciences UPSIFS
Due Date :
Sep 07, 2026 (2 days left)
Tender Value :
Refer Document
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T18 Ref No : 16941776
Location : prayagraj , uttar pradesh
LIVE TENDER
tender for stainless steel dust bin, stainless steel dust bin for ac & non ac (under out side wash basin) for lhb coaches as p er rcf drg. no. mi004725 alt.j or latest. item no.1. matl. & spec. as per drawing. all welded joint shall b e grounded and spatters shall be removed. all sharp edge shall be round off. stainless steel welding electro de of same composition as per table -3 of rdso/spec. c-k 201 should be used for welding. all guidelines of drawing should also be followed at the time of manufacturing of dust bin. material test report should also b e submitted at the time of supply. - warranty period: 30 months after the date of delivery
Agency / Dept :
north central railway NCR
Due Date :
Sep 16, 2026 (11 days left)
Tender Value :
Refer Document
View Documents

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

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

Deep Technical Insights & Documentation For Ground Joint Tenders

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

  • Detailed Specifications & Drawings: Download the exact engineering guidelines, material testing standards, and quality benchmarks demanded by the buyer for Ground Joint.
  • 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 Ground Joint 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 Ground Joint 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 Ground Joint 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 Ground Joint. 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 Ground Joint, 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 Ground Joint, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Ground Joint?

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 Ground Joint 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 Ground Joint?

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 Ground Joint, 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 Ground Joint is declared L1 and is generally awarded the contract

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