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123Latest Back filling Tenders List

Latest Back filling Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Back filling 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 Back filling 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 Back filling Tender Intelligence & Monitoring

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

We categorize Back filling 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 Back filling 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 Back filling 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 Back filling Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Back filling 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 Back filling Sector in 2026

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

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

Is EMD mandatory for all Back filling tenders?

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

What is the difference between a Back filling 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 Back filling tenders on Tender18?

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


Get Expert Support for Back filling Tenders

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

Our services include:

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

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

Due Date
T18 Ref No : 16751251
Location : tuticorin , tamil nadu
LIVE TENDER
tender for supply of 20 pair outdoor armored telephone cable and laying by excavating earth, necessary cushioning cable should be covered for protection and back filling and dressing of the excavated trenches and make good with termination and accessories
Agency / Dept :
v o chidambaranar port trust VOCPT
Due Date :
Sep 03, 2026 (3 days left)
Tender Value :
39.6K
View Documents
T18 Ref No : 16872258
Location : panchkula , haryana
Source : GEM Tenders
LIVE TENDER
tender for gi chain link mesh 50mm x 50mm x 4mm bracket 4350sqm bracket close , ms angle posts 75x75x7mm bracket 3 point 75m long bracket close , ms y arms 2 point 5 ft long , staining posts and bracing sets , gi tension wire 4mm dia , concertina coil 900m dia heavy duty , binding wire comma clamps comma nuts and bolts , red oxide primer and enamel paint , excavation of post foundation , pcc 1 colon 3 colon 6 foundation concrete , back filling and compaction , fabrication of posts and y arms , erection of posts , fixing of chain link mesh , installation of concertina coil , painting and finishing , testing and commissioning , transportation of material to site , loading and unloading , storage and handling, installation of anti cutting fence along the perimeter of chandimandir military station, gi chain link mesh 50mm x 50mm x 4mm bracket 4350sqm bracket close, ms angle posts 75x75x7mm bracket 3 point 75m long bracket close, ms y arms 2 point 5 ft long, staining posts and bracing sets, gi tension wire 4mm dia, concertina coil 900m dia heavy duty, binding wire comma clamps comma nuts and bolts, red oxide primer and enamel paint, excavation of post foundation, pcc 1 colon 3 colon 6 foundation concrete, back filling and compaction, fabrication of posts and y arms, erection of posts, fixing of chain link mesh, installation of concertina coil, painting and finishing, testing and commissioning, transportation of material to site, loading and unloading, storage and handling
Agency / Dept :
indian army
Due Date :
Sep 08, 2026 (8 days left)
Tender Value :
Refer Document
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T18 Ref No : 16952555
Location : faridabad , haryana
Source : GEM Tenders
LIVE TENDER
corrigendum tender for additional cctv camera installation at piyala installation armored ofc cable-12 fibers, s&i armoured cat-6 cable as per is1554 , sealed properly with pvc caps, s&l power cable 2 core 2.5 sq mm armoured 1.1 kv grade cables, s&i ex-d gas group iia, iib flp, wp jb 340 dia multiway jb with max 18 entries upto 1inch et with maximum entry 3 on each side(top entry not to be given), s/i mcb 2p 6-16a, s&l concealed hdpe pipes of heavy class conforming to is code 4984 with all necessary fittings, gigabit 8 port poe switch with spf module, ofc accessories and splicing, cpe wireless device for wireless communication, flameprooof camera varifocal lense, outdooor 6 mp camera, ups 3 kva with battery bank, 43 inch led display, pvc box, 9 u rack, camera mouting box ( ss), dlink switch giga 5 port, network media recorder with storage hdd (32 channel), hardisk 14 tb, media converter giga, installation configration, excavating trench 900mm deep, 750mm wide for laying cables, s&f sand 150 mm on top,150 mm below the cable, minimum 75mm thick class b brick protection on top of cable, back filling trench n finishing top
Agency / Dept :
bharat petroleum corporation limited BPCL
Due Date :
Sep 02, 2026 (2 days left)
Tender Value :
86.78L
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T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026 (3 days left)
Tender Value :
172Cr
View Documents
T18 Ref No : 16966579
Location : visakhapatnam , andhra pradesh
LIVE TENDER
corrigendum tender for sbu-v/vrpl/51315/civil/sch c/nit/02, carrying out of various civil works like excavation back filling pcc rcc etc at sv13 sv14 and sv15 in connection with for composite works for svip stations schb andc visakhapatnam raipur pipeline project vrpl
Agency / Dept :
department of heavy industry
Due Date :
Aug 31, 2026 (Expire Today)
Tender Value :
2.06Cr
View Documents
T18 Ref No : 16874951
Location : jammu , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for taking down existing point wiring , one light point controlled by one switch , one wall fan exhaust fan ceiling fan , one 3 pin socket outlet point , one 3 pin socket outlet point 5 amps , one 3 pin socket outlet point 15 amps on independent , taking down existing tube light bulb , supply and fixing for energy saving environmental , supply and fixing led light fitting mirror type , supply and fixing led luminaire 600 mm , material and labour lamp holder pvc p , supply and fixing modular switch , supply and fixing modular switch 1 way , supply and fixing modular socket 6a , supply and fixing modular socket , supply and fixing modular fan , supply and fixing modular white cover plate with , supply and fixing modular white cover plate , supply and fixing modular white cover , supply and fixing modular , material and labour ceiling rose 3 phase pvc , material and labour boxes junctions plastic , material and labour for sub main , material and labour for sub main wiring with two single , supply and fixing sheet metal enclosures , material and labour for shifting of split type ac , taking down existing exhaust fan , taking down existing dbs box mccb , supply and fixing mcb double door , supply and fixing sheet metal encloser , sp 6 to 32 amp , spn 40 to 63 amp , supply laying commissioning ug cable xlpe , excavation in trenches not exceeding , returning filling in including spreading levelling , removing excavated material not exceeding , material and labour for sand cushioning , material and labour for unreinforced precast, renovation and alteration of internal wiring with all fitting in gym pcda, taking down existing point wiring of light point exhaust fan ceiling fan switch socket any size with due care and refixing cleaning painting if required including connecting item all complete as specified and directed, one light point controlled by one switch., one wall fan exhaust fan ceiling fan point controlled by one switch., one 3 pin socket outlet point 5 amps on independent with cables 1.5 sqmm size ., one 3 pin socket outlet point 5 amps on the same board with other switches., one 3 pin socket outlet point 15 amps on independent with cables 4 sqmm size ., taking down existing tube light bulb with due care and refixing cleaning painting if required including connecting item all complete as specified and directed by eng in charge., supply and fixing for energy saving environmental friendly led tubelight fittings 20 watts 1200 mm aluminium body long life impact proof surface wall mounting ip 20 95 luminaries per watt extruded aluminium housing with frosted pmpa diffuser high brightness leds complete with all accessories pre-wired twin core twisted flexible copper conductor cable with suitable size with ceiling rose complete all as specified and directed., supply and fixing led light fitting mirror type with high out put diffuser 2 feet 10 watt 220 v ac decorative type with driver holder and led lamp including connecting up with three core flexible copper conductor cable of suitable size complete, supply and fixing led luminaire 600 mm x 600 mm 35 by 36 watt 220 v ac recessed type with high efficiency pmma diffuser soft glare free light complete with driver holders and led lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size complete., material and labour lamp holder pvc polycarbonate type with back plate suitable for batten fittings, supply and fixing modular switch 1 way 6a 1 module, supply and fixing modular switch 1 way 16a 1 module, supply and fixing modular socket 6a 2 by 3 pin combined 2 module independent socket specified and directed by eng in charge., supply and fixing modular socket 6a by 16a 2 by 3 pin combined 2 module, supply and fixing modular fan regulator fan step regulator 120w 2module, supply and fixing modular white cover plate with frame white cover plate with frame 3 module, supply and fixing modular white cover plate with frame white cover plate with frame 6 module, supply and fixing modular white cover plate with frame white cover plate with frame 8 module, supply and fixing modular white cover plate with frame white cover plate with frame 12 module, material and labour ceiling rose 3 phase pvc polycarbonate isolated body, material and labour boxes junctions plastic round four terminals, material and labour for sub main wiring with two single core frls pvc insulated stranded unsheathed cable copper conductor with size 10 sqmm and drawing through and including non metallic pvc conduit concealed in wall including earth continuity conductor of size 10 sqmm pvc insulated unsheathed stranded copper conductor cable and connected to earth dolly to be drawn in ccocealed pvc conduit including connecting to main board complete all as specified and directed by engineer in charge., material and labour for sub main wiring with two single core frls pvc insulated stranded unsheathed cable copper conductor with size 06 sqmm and drawing through and including non metallic pvc conduit concealed in wall including earth continuity conductor of size 06 sqmm pvc insulated unsheathed stranded copper conductor cable and connected to earth dolly to be drawn in ccocealed pvc conduit including connecting to main board complete all as specified and directed by engineer in charge., supply and fixing sheet metal enclosures with socket plug top and 20 amp mcb 240 volts double pole and neutral enclosures with two pin and earth plug and socket complete double door type complete all as specified and directed by engineer in charge., material and labour for shifting of split type ac window type ac capacity upto 2 ton from old position and refixing to new position including drilling cutting chasing and making good on existing surface of pcc concreting white cement plastering and all necessary items including transporting of acs from one location to other location in pcda (nc) jammu and handing over the machine equipment in serviceable condition to the user including fixing to new location and supply and fixing drain pipe where not present all as specified and directed by engineer in charge., taking down existing exhaust fan ceiling fan any size with due care and refixing with new lock bolt where required and new fan rod upto 03 ft so that fan mob can hang beyond false ceiling after servicing and cleaning painting if required including connecting electrically using pvc insulated overall sheathed flexible copper conductor cable 0.75 mm all as required and directed., taking down existing dbs box mccb mcb tpn spn sp any size with due care and refixing cleaning painting if required including connecting item all complete as specified and directed by eng in charge., supply and fixing mcb double door distribution board single pole and neutral 240 volt 12 way with 200 amps bus bar complete all as specified and directed., supply and fixing sheet metal encloser distribution board vtpn double door 415 volt 8 way with main incomming mccb and outgoing mcb dbs box all complete as specified and directed by eng in charge., sp 6 to 32 amp, spn 40 to 63 amp, supply laying commissioning ug cable xlpe insulated screened pvc bedded galvanized steel strip or wire armoured electric power cables heavy duty 1100 volts grade with stranded aluminium conductor of size 70 sqmm 3.5 core cable complete all as specified and directed by engr in charge., excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth and getting out in any type of soil for laying of lt ug cables complete all as specified and directed by eng in charge., returning filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick in hard dense soil complete all as specified and directed by eng in charge., removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by eng in charge., material and labour for sand cushioning below and around cable in trenches with rever sand all as specified ., material and labour for unreinforced precast concrete cable cover class lv type 1 flat of size 250 x 150 x 40 mm for cable protection complete all as specified and as directed by eic
Agency / Dept :
indian army
Due Date :
Aug 31, 2026 (Expire Today)
Tender Value :
Refer Document
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T18 Ref No : 16874961
Location : jammu , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for rewind of submersible motor 7.5 hp , sub cable 4 sqmm 3 core complete. , gm bearing bush , water seal , cable seal , revolving disc , sand guard , dol bush , dol sleave , ss distance sleeve , rottar sleeve turning and grinding , coupling key , impellar key , t nut , guide bush , gm neck ring , nut bolts with washer , rubber packing flange of size 150 mm , cable jointing kit , painting of submersible pump set , ms column pipe 100 mm dia medium grade , labour charges for taking out and relowering , labour charges for opening cutting rewinding , supply installation testing and commissioning , material and labour for making , attending day to day emergency breakdowns , attending day to day emergency breakdowns complaints of damaged , material and labour pcc 1 , supply and fixing rotational moulded , material and labour for disconnecting , supply only anti friction heavy duty , material and labour for removing swt column pipes , material and labour for earthing , supply laying 50 mm bore steel water , supply and fixing in replacement , excavation in trenches not , returning filling in including spreading leveling , removing excavated soil to a distance, repair and replacement to submersible pump set, rewind of submersible motor 7.5 hp, sub cable 4 sqmm 3 core complete., gm bearing bush, water seal, cable seal, revolving disc, sand guard, dol bush, dol sleave, ss distance sleeve, rottar sleeve turning and grinding, coupling key, impellar key, t nut, guide bush, gm neck ring, nut bolts with washer 1 by 2 x 2 inch, rubber packing flange of size 150 mm, cable jointing kit, painting of submersible pump set, ms column pipe 100 mm dia medium grade of 3 mtr in length, labour charges for taking out and relowering the sub pump set from bore well, labour charges for opening cutting rewinding cleaning complete the sub pump for repairing and refixing the same after repairing, assembling testing complete, supply installation testing and commissioning in repairs of sathya sai dosing drum adjustable dozing pump including fixing complete, material and labour for making 100 percentage serviceable to the amf lt panel startor suitable for motors and submersible pump by tracing out defects and replacing unsv parts including control wiring complete. minor parts such as nuts, bolts, washers, thimbles etc shall be deemed to be included in the quoted rate., attending day to day emergency breakdowns complaints of damaged water supply lines of 15 to 25mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply., attending day to day emergency breakdowns complaints of damaged water supply lines of 40mm to 50mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply, attending day to day emergency breakdowns complaints of damaged water supply lines of 80mm to 150mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply, material and labour pcc 1 ration 3 ratio 6 type c1 using 20 mm graded stone aggregate for platform of motor and water storage tank size 1.5 x 1.5 x 0.4m etc incl fair finishing the exposed surfaces even and smooth without using extra cement including necessary form work complete., supply and fixing rotational moulded polyethylene water storage tank inner and out white five layers isi marked cylinderical vertical with closed top hoisted with threaded cap and fixed of capacity 2000 liters each including all accessories including taking down of old broken water tank complete., material and labour for disconnecting and removing the squirrel cage 3 phase 415 volts 50 hz induction motor of 7.5 hp capacity from its foundations by disconnecting electrical connections and motor couplers taking it to workshop for repair and dismantling and opening up of motor removing burnt out winding wires complete cleaning startor and rotor assembly, supply only anti friction heavy duty bearings suitable for 7.5 hp., material and labour for removing swt column pipes upto 100 mm dia with submersible flat cable of any type and dismantling and taking up down submersible pump and motor assembly of capacity 7.5 hp shifting to workshop and removing unserviceable spares replacing with new spares such impeller bushes distance bush seal etc of same specifications type model. removing burnt copper winding from motor and rewinding with same guage and type of insulation copper conductor winding wires and insulation sheets assembling back and testing for proper function including necessary machining works as required bringing back and reinstalling into the swt complete., material and labour for earthing in repalcement complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6.0mm thick buried directly in ground earth pit not less than 2.25 mtr deep below ground level with top edge of plate not less than 1.5 mtr below normal ground level connected to and including 25 x 4 mm galvanised earth strip by means of bolts nuts check nuts and washers of galvanised standard iron or steel all as specified or indicated in electrical, supply laying 50 mm bore steel water tubing medium grade galvanised with all fittings including short lengths laid in trenches complete with all fittings such as bends elbows tee short pieces connectors back nuts diminishing pieces caps and plugs unions etc including taking down old unsv pipe any type complete, supply and fixing in replacement direct on line starter in sheet metal enclosure for motor rating 415 volts 3 phase 50 hz 9-14 amps relay maximum range of capacity 7.5 hp complete, excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in soft loose soil complete, returning filling in including spreading leveling watering and well ramming in layer not exceeding 25 cms thick after laying and testing of cable complete, removing excavated soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above starting point complete
Agency / Dept :
indian army
Due Date :
Aug 31, 2026 (Expire Today)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16937304
Location : east khasi hills , meghalaya
Source : GEM Tenders
LIVE TENDER
tender for 4 head or 4 nozzle bottle rinser with integrated pump , 8- head semi automatic still wine gravity filling machine , 2- head indexing ropp capping machine , automatic self adhesive labelling machine wraparound neck and front back , ss collection table , packing forwarding transport insurance and loading unloading installation testing and commissioning, semi automatic still wine bottling plant, as specified
Agency / Dept :
institute of hotel management IHM
Due Date :
Sep 15, 2026 (15 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16688925
Location : liluah , west bengal
LIVE TENDER
tender for 32 pin male control connector,, 32 pin male control connector, connected with 21 nos ptfe cable size 1.5 sq.mm, 350 mm lo ng with ferule marking used in rmpu of icf type ac coaches , back side of connector should be melded by insulated filling bond. - warranty period: 30 months after the date of delivery
Agency / Dept :
eastern railway ER
Due Date :
Aug 31, 2026 (Expire Today)
Tender Value :
Refer Document
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T18 Ref No : 16759792
Location : barabani , west bengal
LIVE TENDER
tender for wbphed/ee/amd/ niet-24 of 2026-2027/11, filling of liquid chlorine gas in 100 kg baby cylinders including transportation from searsole boosting station campus to any authorized filling station and return back to searsole boosting station under asansol mechanical division, p.h.e. dte.
Agency / Dept :
public health engineering department PHED
Due Date :
Aug 31, 2026 (Expire Today)
Tender Value :
Refer Document
View Documents

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

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

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

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

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Strategic Live Bid Participation

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

1.

How do I find government contracts exclusively matching my work in Back Filling?

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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?

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4.

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

For many product-based Back Filling 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 Back Filling?

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 Back Filling, 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?

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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 Back Filling is declared L1 and is generally awarded the contract

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