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39Latest Weight ground sheet Tenders List

Latest Weight ground sheet Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Weight ground sheet 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 Weight ground sheet 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 Weight ground sheet Tender Intelligence & Monitoring

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

We categorize Weight ground sheet 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 Weight ground sheet 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 Weight ground sheet 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 Weight ground sheet Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Weight ground sheet 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 Weight ground sheet Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Weight ground sheet 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 Weight ground sheet tender alerts?

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

Is EMD mandatory for all Weight ground sheet tenders?

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

What is the difference between a Weight ground sheet 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 Weight ground sheet tenders on Tender18?

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


Get Expert Support for Weight ground sheet Tenders

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

Our services include:

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

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

T18 Ref No : 16957837
Location : new delhi , delhi
Source : GEM Tenders
NEW TENDER
tender for light weight ground sheet (tpo coated) as per mha specification (q2)
Agency / Dept :
northern railway NR
Due Date :
Sep 09, 2026 (14 days left)
Tender Value :
7.59L
View Documents
T18 Ref No : 16962757
Location : maligaon , assam
NEW TENDER
tender for ground sheet, ground sheet (light weight) - warranty period: 30 months after the date of delivery
Agency / Dept :
northeast frontier railway NFR
Due Date :
Sep 04, 2026 (9 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16953018
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 03, 2026 (8 days left)
Tender Value :
172Cr
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T18 Ref No : 16499481
Location : bangalore , karnataka
Source : GEM Tenders
LIVE TENDER
tender for removal of existing bituminous concrete layer , removal of existing synthetic astro turf surface , providing and laying bituminous concrete as per fih guidelines , removing and refixing of existing drain cover after relaying of hockey turf , earth work in excavation by mechanical or manual means in trenches or drains , providing and laying in position cement concrete of aggregate 40 mm , providing and laying in position cement concrete of aggregate 20 mm , steel work welded in built up sections or framed work , applying priming coat with ready mixed red oxide zinc chromate primer , painting with synthetic enamel paint , providing and fixing gi chain link fabric fencing of required width , supply and installation of fully computerized automatic and single key operation , supply, installation, testing and commissioning of 500 w led flood lights , supply, installation, testing and commissioning feeder pillar control panel , supply and installation of fih approved synthetic turf of green colour , supply installation testing and commissioning of dug out min 10 seating cap , supply and fixing of aluminium goal post for hockey , vendor to provide fih certification for global category , transportation charges of materials both removal and installation till site, re laying of existing astro turf hockey ground, removal of the existing bituminous concrete layer by milling machine to correct the ground gradient as per latest fih guidelines and removal of unserviceable materials from the site as per direction of tech rep or project officer including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 1, removal of the existing synthetic hockey surface with rubber shock pad and disposal of the old unserviceable synthetic material including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 2, providing and laying bituminous concrete strictly as per fih guidelines under the supervision of turf manufacturer representative or engineer using crushed stone aggregates of specified grading premixed with bituminous binder and filler transporting the hot mix to work site by tippers laying with paver finisher equipped with electronic sensor to the required grade alignment and level by special lazer equipment and rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per the direction of tech rep or project officer 50 mm compacted thickness with bitumen of grade vg 30 at the rate 5 point 5 percent by weight of total mix and lime filler at the rate of 3 percent by weight of aggregate prepared in batch type hot mix plant of 100 to 120 tph capacity please refer to specification attached at appendix a ser no 3, removing of existing drain cover and refixing after relaying of hockey turf including cleaning and minor repair work of drainage system as per direction of tech rep or project officer 12 mm cement plaster of mix 1 ratio 4 with 1 cement ratio 4 fine sand please refer to specification attached at appendix a ser no 4, earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1 point 5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto to 1 point 5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil please refer to specification attached at appendix a ser no 5, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 4 ratio 8 with 1 cement ratio 4 coarse sand ratio 8 graded stone aggregate 40 mm nominal size please refer to specification attached at appendix a ser no 6, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 2 ratio 4 with 1 cement ratio 2 coarse sand ratio 4 graded stone aggregate 20 mm nominal size please refer to specification attached at appendix a ser no 7, steel work welded in built up sections or framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc as required in grating frames guard bar ladder railings brackets gates and similar works please refer to specification attached at appendix a ser no 8, applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron or steel works please refer to specification attached at appendix a ser no 9, painting with synthetic enamel paint of approved brand and manufacture to give an even shade with two or more coats on new work please refer to specification attached at appendix a ser no 10, providing and fixing gi chain link fabric fencing of required width in mesh size 50 mm x 50 mm with height upto 6 m behind the goal posts and 2 point 5 m along the sides including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of tech rep or project officer made of gi wire of dia 4 mm please refer to specification attached at appendix a ser no 11, supply and installation of fully computerized automatic and single key operation with 6 pop up sprinkler system having a radius of 41 m at 6 bar pressure discharge of water specifically designed for synthetic sports hockey surface including all their fittings and accessories including earth work in excavation and re filling hdpe pipe dia 150 or 110 mm class pe 100 grade 12 point 50 kg per sqm minimum including all charges etc complete please refer to specification attached at appendix a ser no 12, supply installation testing and commissioning of 500 watts led flood lights wipro or bajaj or crompton or any equivalent brand with 12 lights x 4 nos on existing poles all as complete as required to fix lights on these poles please refer to specification attached at appendix a ser no 13, supply installation testing and commissioning of feeder pillar time control panel 3 ph with 16 amps mcb and amp power contactor installation of 12 light fixtures interlink connection cable for lights up to control panel please refer to specification attached at appendix a ser no 14, supply and installation of fih approved global category synthetic turf of pile height 13 mm alongwith cast in situ shock pad of minimum 15 mm thickness on prepared bituminous surface maintaining international hockey federation fih specification including all marking on the surface complete as per the instruction of tech rep or project officer the work shall be executed by an fih certified field builder and colour of the turf will be green please refer to specification attached at appendix a ser no 15, supply installation testing and commissioning of dug out with minimum 10 seating capacity of ss 304 and covering with polycarbonate sheets of approved shade with special turf wheels for movements etc as per directions of tech rep or project officer please refer to specification attached at appendix a ser no 16, supplying and fixing of aluminium goal post for hockey as per drawing design and specifications approved by fih including all fittings and net etc all complete as per direction of the tech rep or project officer please refer to specification attached at appendix a ser no 17, vendor to provide fih certification for global category for the project after completion of all wks please refer to specification attached at appendix a ser no 18 payment will be released after confirmation is received from fih certification authority, transportation charges of materials till site for deliveries and removal of debris from site out side the cantt premises please refer to specification attached at appendix a ser no 19
Agency / Dept :
indian army
Due Date :
Sep 02, 2026 (7 days left)
Tender Value :
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T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design drawings, fab
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 26, 2026 (Expire Today)
Tender Value :
172Cr
View Documents
T18 Ref No : 16919802
Location : hassan , karnataka
Source : GEM Tenders
LIVE TENDER
tender for river sand , surkhi , lime , brick bats of 20 mm , jaggery , antuwalakai , kadukkai , grinding machine hiring including fuel charges , grinding machine , lime mixing machine , size stone , special size bricks , rubbles stone , modular common brunt clay bricks , cement mortar , trowel sharp edge - blades , trowel curve edge , wooden float , plastic buckets 25 liters , aluminium screed 2inchx1inchx5feet , aluminium screed 2inchx1inchx3feet , curing pipe one inch 100 meter , saw blade , rubber hand gloves set , cloth hand gloves set , gumboots , safety helmet , safety goggles , shovel , pvc round pan , sieving mesh , plastic water storage pot , water storage plastic drums , pvc water drum 2000 liters capacity , 2 hp motor , tarpaulin sheet , disposable face mask , safety belt , hammer 2kgs head with handle , chisel , sharping charges of chisel , gunny bags , aluminium wire 90m coil , switch box 4 module, switch and socket , bulb led 18w , pointing trowel , wire brush , coir brush , transportation of materials , 50mm dia and 5mm thick hollow ms pipe , 2 nos ms steel 15mm thick inter lock chainage , synthetic enamel paint , carriage of rubbish item, supply of good quality river sand (coarse and fine) required for lime works shall consist of natural sand, shall be hard, durable, clean and free from adherent coatings and organic matter, shall not contain the amount of clay not more than 5percentage by mass, free from silt, shall not contain any harmful impurities such as iron pyrites, alkalis, salts, coal or other organic impurities to affect adversely the hardening, strength or durability of the mortar, supply of good quality 1st class surkhi used as fine aggregate in lime mortar. surkhi, powdered broken brick, prepared by pozzolanic material well burnt good quality bricks and clay balls, finely grinded, powdered, free from under burnt particles of soluble salts, more resistant to alkalis and salt solutions, pyrites and adherent coatings of soil or silt, used for making waterproofing, lime mortars and, lime concrete, including transportation charges, stacking in the required pattern for taking measurements as directed by the work in charge, including cost of all labour etc., as per the specifications .( test reports as per is standard from recognised govt agency and the material sample approval should be taken from the office before supplying), supply of good quality un slaked lime directly from quarry not more than 15 days required for preparation of lime putty in traditional method on the process of slaking, from non-hydraulic lime silica and alumina in quantities of less than 15percentage in lime will be accepted, used for masonry mortars, lime concrete and plaster undercoat, minimum 1.25n mm square compressive strength for 7days, etc., including transportation charges, stacking in the required pattern for taking measurements as directed by the work in charge, including cost of all labour etc., as per the specifications, supply of good quality 20 mm brick bats obtained by crushing well-burnt clay bricks of class designation 7.5, hard, sound, and free from under-burnt particles, soluble salts, pyrites, dust, soil, and other deleterious matter, graded to pass through a 20 mm sieve and retained on a 10 mm sieve, suitable for use as coarse aggregate in lime mortar and lime concrete, including loading, transportation, unloading, stacking, all labour, and incidental charges complete as directed by the engineer-in-charge and as per specifications, supply of good quality jaggery, ingredient required for lime mortar including transportation, loading, unloading, stacking, labour etc., complete as per the specifications and directions of the work in charge, supply of good quality antuwalakai (soap nut and feronia additive as locally approved), clean, dry and free from impurities, suitable for preparation of traditional lime mortar to improve workability, durability and bonding properties in conservation works, as directed by the engineer-in-charge, supply of good quality kadukkai - mature, clean and free from foreign matter, suitable for use as a traditional additive in lime mortar for improving strength, durability and water resistance in conservation works, as approved by the engineer-in-charge, grinding machine hiring including fuel charges providing and hiring heavy-duty grinding machine in good working condition, complete with all accessories, suitable for grinding lime, surkhi and other approved materials required for conservation works, including fuel and operational requirements, providing and hiring portable grinding machine in good working condition, complete with necessary accessories, suitable for grinding small quantities of lime mortar ingredients and other approved materials for conservation works, including fuel and operational requirements., lime mixing machine hiring including fuel charges providing and hiring lime mixing machine of adequate capacity, diesel or electrically operated, in good working condition, suitable for uniform mixing of lime mortar for conservation works, complete with all necessary accessories including fuel wherever applicable, size stone 300mm x 300mm x 250mm, bond stone 350mm x 500mm x 250mm size supply of hard, sound and durable natural size stones and bond stones, obtained from approved quarries, free from cracks, weathered portions, laminations and other defects, accurately dressed to the specified dimensions with true beds and joints. the stones shall conform to the provisions of is 1597.size stones shall be used for wall face masonry and structural hearting, while the bond stones shall be provided as tie stones for effective transverse bonding, interlocking and strengthening of masonry in conservation works and the material should be supplied to 252 steps height which is near to the work spot, complete as approved by the engineer-in-charge, special size bricks 220mmx120mmx40mm- should be well brunt, good water absorption, and appearance, requiring uniform size, sharp edges, plane faces, and uniform colour, with minimum compressive strength and controlled water absorption (e.g., lesser than 20percentage), free from cracks, lime nodules, and excessive warping, guided by standards like is 1077, is 2691, and is 3952 the material should be supplied to 252 steps height which is near to the work spot, complete as approved by the engineer-in-charge, rubbles stone for backfilling 15cm x 22.5cm- supply of hard, sound and durable natural rubble stones of minimum size 150 mm x 225 mm, obtained from approved quarries, free from cracks, weathered portions and other defects, hammer dressed in accordance with is 1129 and conforming to is 1597 (part 1). the stones shall have a minimum thickness of 225 mm, be laid with the broadest face on the prepared bed to achieve proper interlocking, with joints tightly packed using stone spalls. the finished pitching shall be suitable for dry or grouted stone pitching in conservation works and slope protection, the material should be supplied to 252 steps height which is near to the work spot, complete as approved by the engineer-in-charge, modular common brunt clay bricks of class designation 7.5 - should be well brunt, good water absorption, and appearance, requiring uniform size, sharp edges, plane faces, and uniform colour, with minimum compressive strength and controlled water absorption (e.g., lesser than 20percentage), free from cracks, lime nodules, and excessive warping, guided by standards like is 1077, is 2691, and is 3952, cement mortar 1 into 4 where 1 part cement to 4 parts sand-ratio in which specify clean dry sand mention water as needed for workability also note its uses for example bricklaying blockwork and tile bedding and including material quality where opc cement type and standards like is codes in india ensuring consistency with measured proportions for strength., trowel sharp edge blades hardened and tempered highcarbon steei for durabitity staintess steei for rust resistance. handles smooth and seasoned hardwood or pvc. should be in accordance with lndian standards ls 1630 1984., trowel curve edge - blades hardened, tempered high-carbon steel for durability stainless steel for rust resistance. handles smooth, seasoned hardwood or pvc. should be in accordance with indian standards is 1630 (1984)., supply of wooden float of size 300 mm x 150 mm, manufactured from seasoned hardwood such as teak, pine, sheesham or equivalent, having a 10 to 15 mm thick smooth, flat base with slightly bevelled edges and fitted with an ergonomically designed top mounted wooden or high impact composite handle securely fixed with screws or resin bonding. the float shall be lightweight, durable and moisture-resistant, suitable for levelling, compacting and finishing lime mortar, plaster and concrete surfaces in conservation works, complete as approved by the engineer in charge, plastic buckets 25 liters - high-durability specifications to withstand rough handling, heavy loads, and exposure to construction materials like lime, mortar, and sand. made from high-density polyethylene (hdpe) or polypropylene (pp), offering impact resistance, chemical resistance, and uv protection for outdoor use. (the material sample approval should be taken from the office before supplying), aluminium screed 2inchx1inchx5feet supply of aluminium screed of size 2 inch x 1 inch x 5 feet, manufactured from high-strength extruded aluminium section, straight, lightweight, corrosion-resistant and free from bends or defects, suitable for levelling and finishing lime concrete and plaster surfaces in conservation works, complete as directed by the engineer-in-charge, aluminium screed 2inchx1inchx3feet supply of aluminium screed of size 2 inch x 1 inch x 3 feet, manufactured from high-strength extruded aluminium section, lightweight, straight, corrosion-resistant and free from bends or defects, suitable for levelling and finishing lime mortar and plaster surfaces in conservation works, complete as approved by the engineer-in-charge., curing pipe one inch 100 meter -supply of flexible pvc hose pipe of 25 mm (1 inch) diameter and 100 metres length, manufactured from premium quality pvc, weather-resistant, leak-proof and capable of withstanding normal working pressure, suitable for curing masonry, plaster and concrete works, complete with standard fittings wherever required, supply of industrial quality circular saw blade of 10inch diameter with 30 mm bore, manufactured from high-grade hardened and tempered alloy steel with 40 precision-ground teeth, heavy duty steel plate and optimized kerf width, provided with thermal expansion slots and friction-reducing coating for smooth, stable and reliable cutting with extended service life. the blade shall be easy to installation , suitable for cutting wood, plastics and non-ferrous metals, and compatible with professional cutting machines, complete as approved by the engineer in charge., rubber hand gloves set which should compliance with standards such as en 388 2016 for mechanical risk and ansi or isea 105 for cut resistance. the material sample approval should be taken from the office before supplying., cloth hand gloves set which should compliance with standards such as en 388 2016 for mechanical risk and ansi or isea 105 for cut resistance. the material sample approval should be taken from the office before supplying., gumboots should meet requirements such as water impermeability puncture resistance and slip resistant soles safety or protective footwear en iso 20345. it has a minimum impact resistance of 200 joules and compressive strength of at least 15 kn at the toe cap. the material sample approval should be taken from the office before supplying., safety helmet strong, rigid materials like high density polyethylene hdpe, abs, or polypropylene pp, dome shaped, without metallic parts, uv resistant. harness system suspension, impact absorption, penetration resistance, electrical insulation class g general, temperature resistance, standards and certifications is 2925the material sample approval should be taken from the office before supplying., safety goggles- should be impact-resistant polycarbonate lenses, uv protection, anti-fog scratch coatings, and a wraparound side-shield design for full coverage, fitting snugly and comfortably with ventilation, often meeting standards like ansi z87.1, ensuring protection from debris, dust, and radiation for construction environments. (the material sample approval should be taken from the office before supplying), supply of industrial quality multi purpose folding shovel manufactured from high strength metal, rugged, lightweight and corrosion-resistant, suitable for digging, chopping, scooping, hammering and scraping applications. the shovel shall be foldable for easy storage and portability, with an overall shovel length of approximately 23.25 inches 59 cm, saw length with handle of approximately 12.5 inches, integrated saw blade length of approximately 5.5 inches 14 cm, maximum weight of 525 g, and conforming to uiaa safety certification or equivalent, complete as approved by the engineer in charge, pvc round pan ghamela in which high grade virgin polyvinyl chloride or heavy duty polypropylene for high strength and flexibility. smooth interior surface crack and impact resistant, weather resistant for both indoor and outdoor use in which generally 5mm to 10mm thickness and shape is round open to top bowl and standard construction sizes usually 15 to 8 inches diameter and 10 kg to 20 kg load capacity. roughly 8 to 12 inches height. the material sample approval should be taken from the office before supplying., sieving mesh with wooden side frame with stand mechanism of size 2 feet x 5feet fabricated with ss304 ss316 stainless steel wire mesh of approved aperture and gauge securely fixed to a rigid hardwood frame teak neem or treated pine resistant to moisture decay and heavy usage. the unit shall be mounted on a sturdy wooden stand mechanism for convenient operation ensuring stability during sieving of sand surkhi lime and other construction materials used in conservation works. the mesh shall be corrosion resistant durable and free from defects complete as approved by the engineer in charge., plastic water storage pot supply of portable water storage pot manufactured from food-grade virgin high density polyethylene hdpe, polypropylene pp or pet plastic, free from bpa and harmful chemicals, suitable for safe storage of drinking and construction water. the pot shall be durable, leak-proof, uv resistant and provided with a tight fitting screw lid and leak proof plastic tap or dispensing arrangement, with integrated top handle or side grips for easy handling and transportation, complete as approved by the engineer in charge, water storage plastic drums 200l to 200 liters capacity, made of hdpe plastic, corrosion resistance, uv stability, and lightweight 8to10 kg empty removable lid with a metal or plastic locking ring clamp for easy filling, cleaning, and access. the material sample approval should be taken from the office before supplying, pvc water drum 2000 liters capacity of 2000 liter pvc water drum or tank typically feature like durable uv stabilized plastic cylindrical shapes varying thickness for strength and offering strong corrosion resistant storage for drinking industrial or agricultural water needs with options for multiple layers and specific fittings., supply of 2 hp single phase electric motor operating on 220to 240 v ac, 50 and 60 hz power supply, delivering 1.5 kw output with a rated speed of 1440 rpm 4pole or 2800 rpm 2pole and full-load current of 9.2 to 12 a. the motor shall be manufactured with 100 percentage copper windings, enclosed in a totally enclosed fan cooled tefc casing with ip55 protection against dust and water ingress, suitable for continuous operation in construction and conservation works, complete as approved by the engineer in charge., tarpaulin sheet 30 feet x 40 feet high-density polyethylene (hdpe) or multi-layered cross laminated (mlcl) materials, often with 120 gsm to 250 gsm (grams per square meter) thickness for durability, 100% waterproof and weatherproof and uv stabilized/protected (essential for long-term outdoor exposure)., disposable face mask supply of disposable 3ply non woven face mask comprising an outer hydrophobic spun bond non woven layer, a middle high density melt blown polypropylene filtration layer with bacterial filtration efficiency (bfe) of 95 to 99percentage, and an inner soft hydrophilic non woven layer for enhanced comfort. the mask shall be provided with high elastic soft ear loops and an integrated flexible plastic or aluminium nose clip to ensure a secure fit and minimize leakage, suitable for protection against dust and airborne particles during conservation and construction works, complete as approved by the engineer in charge., safety belt-- full-body harnesses (fbh) for fall arrest (dorsal d-ring), made from high-tenacity polyester and nylon webbing (min 44mm wide, 3mm thick) that withstands high tensile loads, featuring corrosion-resistant hardware, ergonomic padding, adjustable straps, and certifications like ce bis iso, ensuring comfort, proper fit, and critical fall-arrest force absorption for working at heights as per is 3521. (the material sample approval should be taken from the office before supplying), hammer 2kgs head with handle - head is hardened and tempered, typically ranging from hrc 48 to 58 for optimum toughness and to prevent shattering. square, double-faced, or hexagonal head with flat striking surfaces, handel made up of high-quality hardwood. two-colour carbon fiberglass shaft designed to absorb shock and reduce hand fatigue., chisel made up of high grade alloy steel, chrome vanadium crv steel or carbon steel for high durability. induction hardened tips around hrc 63 to 65. bevel edged, flat or pointed edge. the material sample approval should be taken from the office before supplying., sharping charges of chisel 5nos x 2times providing sharpening charges for 5 numbers of chisels, each sharpened twice, using mechanical grinding equipment to restore the cutting edge and maintain the required sharpness, profile and temper suitable for stone dressing, brick cutting and conservation works, complete as directed by the engineer-in-charge., gunny bags supply of good quality bt will woven jute gunny bags conforming to is 12650 into 2018 (standard btwill) or is 16186 2014 (lightweight sacking), having nominal dimensions of 94 cm x57 cm or 112 cm x 67.5 cm, fabricated from natural jute fibre with 3ply heracles stitched safety seams, durable and free from defects, suitable for storage and transportation of construction materials and for use in curing works during conservation works, complete as approved by the engineer in charge, aluminium wire 90m coil supply of pvc insulated aluminium wire in 90 metre coil of approved size 7 bar 20, manufactured with high-quality aluminium conductor and durable pvc insulation, providing safe, reliable and efficient current flow with good heat resistance. the wire shall be lightweight, flexible and easy to installation , suitable for domestic, commercial and light electrical wiring applications, complete as approved by the engineer-in-charge, switch box 4 module, switch and socket supply of 4 module modular switch box manufactured from fr grade polycarbonate for surface mounting or galvanized iron gi sheet for flush mounting, measuring approximately 135 mm x 75 mm to 150 mm x 90 mm, suitable for accommodating up to 4 modular units comprising switches and sockets. the switches shall have a current rating of 6a bar 10a or 16a 20a 25a as required, with a voltage rating of 240to 250v ac, 50 hz, and the socket shall be 6a or 16a shuttered type with child safety mechanism. the switch box shall be durable, corrosion resistant and suitable for indoor electrical installations, complete as approved by the engineer in charge., bulb led 18w supply of 18 w led bulb suitable for operation on 220 to 240 v ac, 50 hz power supply, having a minimum luminous flux of 1620 to 1908 lumens with an efficacy of 90 to 106 lumens and w. the bulb shall have a power factor of not less than 0.90, colour rendering index cri of 80 ra, surge protection of 2.5 to 4 kv, and an average service life of up to 25,000 hours, suitable for energy efficient indoor illumination, complete as approved by the engineer in charge., pointing trowel supply of professional quality pointing trowel with 150 mm 6 inch long and 75to80 mm wide blade, manufactured from high carbon steel or hardened mild steel with rust-resistant coating and blade thickness of approximately 1.0to1.2 mm. the trowel shall be fitted with a pvc or thermoplastic rubber tpr soft-grip handle of approximately 120to125 mm length, securely attached with a welded or riveted tang, lightweight and durable, suitable for accurate pointing, joint finishing and application of lime mortar in conservation works, complete as approved by the engineer in charge., wire brush supply of heavy-duty wire brush having an overall length of approximately 250 to 300 mm, provided with 3 or 4 rows of hardened carbon steel or iron wire bristles, securely stapled or embedded in a durable hardwood or moulded pvc handle. the brush shall be sturdy, corrosion resistant and suitable for manual cleaning of stone and brick masonry surfaces, removal of loose mortar, dirt, biological growth, rust stains and other surface deposits during conservation works, complete as approved by the engineer in charge., coir brush supply of 10 inch coir fibre handle brush fitted with 100 percentage naturally processed unbleached brown coir fibre bristles of 63 to 76 mm length, densely packed for effective scrubbing, securely fixed to a seasoned hardwood or country wood ergonomic handle. the brush shall be resistant to water, diluted acids and lime wash, biodegradable and free from plastic components, suitable for cleaning stone and brick masonry surfaces, removal of loose dust, lime deposits and surface contaminants during conservation and restoration works, complete as approved by the engineer in charge., transportation of materials providing transportation of approved construction materials from the source of supply to the work site by suitable vehicles, including safe loading, unloading, handling and stacking, ensuring the materials are protected from damage, contamination and moisture during transit, complete as directed by the engineer-in-charge., 50mm dia and 5mm thick hollow ms pipe supply of 50 mm diameter and 5 mm thick mild steel (ms) hollow pipe conforming to is 1161 or is 4923, manufactured from low carbon steel by the electric resistance welded (erw) process or seamless construction, having a minimum yield strength of 240 mpa and tensile strength of 410 mpa. the pipe shall be supplied in standard lengths, true to size, straight, free from dents, cracks and surface defects, with black or hot-dip galvanized finish as specified, suitable for fabrication of grills, railings, fencing, supports and other structural components in conservation works, complete as approved by the engineer-in-charge, 2 nos ms steel 15mm thick inter lock chainage supply of 2 numbers of mild steel ms interlocking chainage plates, manufactured from 15 mm thick ms plates conforming to is 2062 grade e250 a andb, precision cut by laser or cnc process and provided with accurately machined interlocking arrangement for secure and slip free coupling. the plates shall have a minimum yield strength of 250 mpa and tensile strength of 410 to 540 mpa, with high visibility engraved or punched chainage markings as per approved drawings, suitable for alignment, chainage marking and structural applications in conservation works, complete as approved by the engineer in charge, supply of synthetic enamel paint based on modified alkyd resin, having a high gloss finish minimum 85 percentage at 60 degree angle, with 40to 45percentage volume solids and suitable viscosity for brush, roller or spray application. the paint shall provide a dry film thickness of 20 to 35 microns per coat with a theoretical coverage of 10 to 15 m square per litre per coat, and shall be compatible with approved enamel thinners. it shall possess good adhesion, flexibility, resistance to moisture, water, oils, mild industrial fumes and intermittent salt spray and suitable in conservation works, complete as approved by the engineer in charge, carriage of rubbish item providing carriage of rubbish, debris, dismantled materials and other unserviceable waste generated during conservation works from the work site to an approved disposal location by suitable means of transport, including safe loading, unloading and disposal in accordance with local regulations, ensuring the monument premises are kept clean and free from obstructions, complete as directed by the engineer-in-charge.
Agency / Dept :
archaeological survey of india ASI
Due Date :
Sep 11, 2026 (16 days left)
Tender Value :
34.41L
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T18 Ref No : 15616589
Location : mumbai , maharashtra
Source : GEM Tenders
corrigendum tender for light weight ground sheet (tpo coated) as per mha specification (q2)
Agency / Dept :
police department PD
Due Date :
Jun 09, 2026
Tender Value :
Refer Document
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T18 Ref No : 16224947
Location : cachar , assam
Source : GEM Tenders
corrigendum tender for light weight ground sheet (tpo coated) as per mha specification (q2)
Agency / Dept :
central reserve police force CRPF
Due Date :
Jul 16, 2026
Tender Value :
54.96L
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T18 Ref No : 16761175
Location : arang , chhattisgarh
Source : GEM Tenders
corrigendum tender for light weight ground sheet (tpo coated) as per mha specification (q2)
Agency / Dept :
central reserve police force CRPF
Due Date :
Aug 21, 2026
Tender Value :
89.11L
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T18 Ref No : 16640924
Location : arang , chhattisgarh
Source : GEM Tenders
corrigendum tender for light weight ground sheet (tpo coated) as per mha specification (q2)
Agency / Dept :
central reserve police force CRPF
Due Date :
Aug 18, 2026
Tender Value :
89.11L
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Our dedicated consultants ensure your GeM presence is structurally perfect:

  • Precise Catalogue Listing: We upload and categorize your specific offerings under the exact search terms and parameters used by government buyers looking for Weight Ground Sheet, 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 Weight Ground Sheet, maximizing your chances of securing L1 status.

1.

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

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 Weight Ground Sheet 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 Weight Ground Sheet?

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 Weight Ground Sheet, 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 Weight Ground Sheet is declared L1 and is generally awarded the contract

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