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20Results forLatest Foundation plinth Tenders List

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Latest Foundation plinth Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Foundation plinth 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 Foundation plinth 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 Foundation plinth Tender Intelligence & Monitoring

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

We categorize Foundation plinth 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 Foundation plinth 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 Foundation plinth 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 Foundation plinth Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Foundation plinth 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 Foundation plinth Sector in 2026

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

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

Is EMD mandatory for all Foundation plinth tenders?

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

What is the difference between a Foundation plinth 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 Foundation plinth tenders on Tender18?

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


Get Expert Support for Foundation plinth 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 : 15861495
live Tender
Location : ambala , haryana
Source : GEM Tenders
live Tender

tender for civil-1 , civil-2 , civil-3 , civil-4 , civil-5 , civil-6 , civil-7 , civil-8 , civil-9 , civil-10 , tower-1 , tower-2 , tower-3 , tower-4 , tower-5 , tower-6 , tower-7 , tower-8 , tower-9 , tower-10 , tower-11 , tower-12 , tower-13 , tower-14 , tower-15 , tower-16 , tower-17 , tower-18 , tower-19 , tower-20 , opgw-1 , opgw-2 , opgw-3 , opgw-4 , opgw- 5 , labour-1 , labour-2, shifting of transmission line, earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around a for ordinary gravel soil involving pick work l_r ref no 6.7a of pb csr2020, cement concrete 1_4_8 with stone aggregate 40mm gauge ii mixing by mechanical means using concrete mixer volumetric typet_r ref no. 10.11 b ii of pb csr 2020, fixing, leveling , centering, alignment and setting of stubs complete in all respect satisfaction of engineer in charge (lumsum) n/s item, cold twisted deformed ribbed_tor steel bar bars fe 500 grade as per is _1786_2008 for rcc works, where not included in the complete rate of rcc including bending and placing in position in complete t_r ref no. 18.18 of pb csr2020, shuttering for faces of concrete foundations and foundation beam and plinth beam (vertical or battering) ref no. 9.1 of pb csr2020, centering and shuttering for columns (square or rectangular or polygonal in plain) ref no. 9.4 of pb csr2020, reinforced cement concrete m_20 mechanically batch mixed using batch type concrete mixer as by is_1791 and vibrated by needle vibrate but excluding steel reinforcement centring and shuttering in foundation and plinth. ref no. 10.15 of pb csr2020, extra for pumping charges of batch mix concrete _ready mix conrete work rmc ref pb csr 2020 item no. 10.46, extra for using admixture in designed mix concrete ref pb csr 2020 item no. 10.50, extra for carriage of rmc_batch mixed concrete with transit mixture beyond 1st km ref pb csr 2020 item no. 10.47, design , testing, fabrication, supply, erection, foundation of 220 kv monpole pd 30 degree_60 degree bxa_32m , m60_3000lg 8.8 grade bolts with all parts like cross arms, bolts and nuts, step bolts, u bolts, d shackles etc complete in all respect, cpri vetting charges of monopoles, supply of stubs of 220kv m/c tower type nmd krr design (weight 1901.28kg ht and 720kg ms including gi nuts and bolts weight 39.36 kg ), supply of tower body of 220kv m/c tower type nmd+0 mtr. extn. krr design (weight 16094.64 kg ht and 8678.83 kg ms ncluding gi nuts and bolts weight 1111.15 kg), supply of tower body including extension of 220kv m/c tower type nmd+3 mtr. extn. krr design (weight 17774.9 kg ht and 9697.23 kg ms ncluding gi nuts and bolts weight 1250.18 kg), supply of stub template suitaible for 220kv m/c tower type nmd+3 mtr. extn. krr design (weight 1230.92 kg ms ncluding gi nuts and bolts weight 49.16 kg), earthing arrangement of towers complete in all respect, danger plate, number plate, phase plate set of 3, anti climbing device (acd) with concertrina wire, acsr conductor zebra 0.4 sq inch (copper eq.), 220kv 160kn polymer string insulator, double tension hardware fittings for acsr zebra conductor including arcing horns complete in all respect, straight joint for acsr zebra 0.4 sq. inch (copper eq.), vibration damper for acsr zebra 0.4 sq. inch (copper eq.), bird guard, ladder/step bolts with washers., form box, span marker_globules day marking sphere, 24 fibre(dwsm) opgw fibre optic cable, opgw tension fitting complete, opgw vibration damper, opgw joint box, opgw down lead clamp, erection of towers, stringing and sagging of conductors, earth wire/opgw wire and accessories, including tack welding of bolts complete in all respect, dismantlement of 02 towers including all necessary items and conductor including transportation of dismantled material from site to bbmb store panipat.

Agency / Dept : bhakra beas management board BBMB
Tender Value : 37200000
Due Date : Jul 17, 2026
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T18 Ref No : 15861496
live Tender
Location : ambala , haryana
Source : GEM Tenders
live Tender

tender for civil-1 , civil-2 , civil-3 , civil-4 , civil-5 , civil-6 , civil-7 , civil-8 , civil-9 , civil-10 , tower-1 , tower-2 , tower-3 , tower-4 , tower-5 , tower-6 , tower-7 , tower-8 , tower-9 , tower-10 , tower-11 , tower-12 , tower-13 , tower-14 , tower-15 , tower-16 , tower-17 , tower-18 , tower-19 , tower-20 , tower-21 , tower-22 , tower-23 , tower-24 , tower-25 , tower-26 , tower-27 , tower-28, raising height of transmission line, earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around a for ordinary gravel soil involving pick work l_r ref no 6.7 a of pb csr2020, cement concrete 1_4_8 with stone aggregate 40mm gauge ii mixing by mechanical means using concrete mixer volumetric type t_r ref no. 10.11 b ii of pb csr 2020, fixing, leveling , centering, alignment and setting of stubs complete in all respect satisfaction of engineer in charge lumsum n_s item, cold twisted deformed ribbed_tor steel bar bars fe 500 grade as per is _1786_2008 for rcc works, where not included in the complete rate of rcc including bending and placing in position in complete t_r ref no. 18.18 of pb csr2020, shuttering for faces of concrete foundations and foundation beam and plinth beam (vertical or battering) ref no. 9.1 of pb csr2020, centering and shuttering for columns square or rectangular or polygonal in plain ref no. 9.4 of pb csr2020, reinforced cement concrete m-20 mechanically batch mixed using batch type concrete mixer as by is_1791 and vibrated by needle vibrate but excluding steel reinforcement centring and shuttering in foundation and plinth. ref no. 10.15 of pb csr2020, extra for pumping charges of batch mix concrete _ready mix conrete work rmc ref pb csr 2020 item no. 10.46, extra for using admixture in designed mix concrete ref pb csr 2020 item no. 10.50, extra for carriage of rmc_batch mixed concrete with transit mixture beyond 1st km ref pb csr 2020 item no. 10.47, design , testing, fabrication, supply, erection, foundation of 220 kv monpole pd 30degree-60degree bx__36m, m60-3000lg 8.8 grade bolts with all parts like cross arms, bolts and nuts, step bolts, u bolts, d shackles etc complete in all respect, design , testing, fabrication, supply, erection including foundation of 220 kv monpole pd 30degree_60degree bxa_24m , m56_2500lg 8.8 grade bolts with all parts like cross arms, bolts and nuts, step bolts, u bolts, d shackles etc.complete in all respect., cpri vetting charges of monopoles, supply of stubs of 220kv m_c tower type nmd krr design weight 1901.28kg ht and 720kg ms including gi nuts and bolts weight 39.36 kg, supply of tower body including extension of 220kv m_c tower type nmd plus 6 mtr. extn. krr design weight 18905.99 kg ht and 11081.5 kg ms ncluding gi nuts and bolts weight 1316.41 kg, supply of stub template suitaible for 220kv m/c tower type nmd plus 6 mtr. extn. krr design weight 1230.92 kg ms ncluding gi nuts and bolts weight 49.16 kg, earthing arrangement of towers complete in all respect, danger plate, number plate, phase plate set of 3, circuit plate set of 2, anti climbing device acd with concertrina wire, acsr conductor zebra 0.4 sq inch copper eq., earth wire 7_3.15mm, 220kv 160kn polymer string insulator, double tension hardware fittings for acsr zebra conductor including arcing horns complete in all respect, single tension hardware fittings for acsr zebra conductor including arcing horns complete in all respect, straight joint for acsr zebra 0.4 sq. inch (copper eq.), single tension hardware fitting suitaible for earth wire size 7_3.15mm, straight joint for earth wire size 7_3.15mm, vibration damper for acsr zebra 0.4 sq. inch (copper eq.), vibration damper for earth wire size 7_3.15mm, bird guard set of 3, ladder/step bolts with washers., form box, span marker_globules day marking sphere, erection of towers, stringing and sagging of conductors, earth wire and accessories, including tack welding of bolts (about 750 bolts) complete in all respect, dismantlement of 02 towers including all necessary items and conductor including transportation of dismantled material from site to bbmb store panipat.

Agency / Dept : bhakra beas management board BBMB
Tender Value : 50843000
Due Date : Jul 17, 2026
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T18 Ref No : 16139917
live Tender
Location : ghatshila , jharkhand
Source : GEM Tenders
live Tender

tender for title1 , title2 , title3 , title4 , title5 , title6 , title7 , title8 , title9 , title10 , title11 , title12 , title13 , title14 , title15 , title16 , title17 , title18 , title19 , title20 , title21 , title22 , title23, construction of boundary wall at aecs secondary at narwapahar mines, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by engineer in charge. all kind of soil, filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50m., clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared., providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth levelshelves,chajja,lintel,band,plain window sills,stsiarcase and spiral stair case above plinth level upto floor five level execluding the cost of centering,shuttering,finishing and reinforced with 1 ratio 1.5 ratio 3 1 cement 1.5 coarse sand 3 graded stone aggregate. 1 5 10 1 cement 5 coarse sand zone iii derived from natural sources 10 graded stone aggregate 40 mm nominal size derived from natural sources, providing and laying cement concrete in retaining walls, return walls, walls any thickness including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1 2 4 1 cement 2 coarse sand zone iii derived from natural sources 4 graded stone aggregate 20 mm nominal size derived from natural sources, centering and shuttering including strutting, propping etc and removal of form work for foundations, footings, bases for columns foundations, footings, bases for columns, centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete, centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers, centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts, steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo mechanically treated bars of grade fe 500d or more., steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo mechanically treated bars of grade fe 500d or more., providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. note cement content considered in this item is at the rate 330 kg per cum. excess or less cement used as per design mix is payable or recoverable separately all works upto plinth level, providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note cement content considered in this item is at the rate 330 kg per cum. excess or less cement used as per design mix is payable or recoverable separately. all works above plinth level upto floor v level., add for using extra cement in the items of design mix over and above the specified cement content therein., brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 6 1 cement 6 coarse sand, brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 6 1 cement 6 coarse sand, 12 mm cement plaster of mix 1 6 1 cement 6 coarse sand, 15 mm cement plaster on rough side of single or half brick wall of mix 1 6 1 cement 6 coarse sand, finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr per 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg per10 sqm, applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron steel works, painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work, providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length total length 90 m, having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape r.b.t. spring core 2.5mm thick wire of high tensile strength of 165 kg per sq.mm with tape 0.52 mm thick and weight 43.478 gm per metre cost of m.s. angle, c.c. blocks shall be paid separately, supplying at site angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

Agency / Dept : uranium corporation of india limited UCIL
Tender Value : 2082145.4
Due Date : Jul 28, 2026
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T18 Ref No : 16154253
live Tender
Location : ambala , haryana
Source : GEM Tenders
live Tender

tender for civil-1 , civil-2 , civil-3 , civil-4 , civil-5 , civil-6 , civil-7 , civil-8 , civil-9 , civil-10 , civil-11 , tower-1 , tower-2 , tower-3 , tower-4 , tower-5 , tower-6 , tower-7 , tower-8 , tower-9 , tower-10 , tower-11 , tower-12 , tower-13 , tower-14 , tower-15 , tower-16 , tower-17 , tower-18 , tower-19 , tower-20 , tower-21 , tower-22 , tower-23 , tower-24 , tower-25 , opgw-1 , opgw-2 , opgw-3 , opgw- 4 , opgw-5 , opgw-6 , erection 1 , erection 2, shifting raising height of transmission line, earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around a. for ordinary gravel soil involving pick work l_r ref no 6.7a of pb csr2020, cement concrete 1_4_8 with stone aggregate 40mm gauge ii) mixing by mechanical means using concrete mixer volumetric type t_r ref no. 10.11 b ii of pb csr 2020, cement concrete 1_3_6 with stone ballast or shingle ii) mixing by mechanical means using concrete mixer volumetric type t_r ref no. 10.12 a ii of pb csr2020, fixing, leveling , centering, alignment and setting of stubs complete in all respect satisfaction of engineer in charge lumsum n_s item, cold twisted deformed ribbed_tor steel bar bars fe 500 grade as per is _1786_2008 for rcc works, where not included in the complete rate of rcc including bending & placing in position in complete t_r ref no. 18.18 of pb csr2020, shuttering for faces of concrete foundations and foundation beam and plinth beam (vertical or battering ref no. 9.1 of pb csr2020, centering and shuttering for columns (square or rectangular or polygonal in plain ref no. 9.4 of pb csr2020, reinforced cement concrete m_20 mechanically batch mixed using batch type concrete mixer as by is_1791 and vibrated by needle vibrate but excluding steel reinforcement centring and shuttering in foundation and plinth. ref no. 10.15 of pb csr2020, extra for pumping charges of batch mix concrete _ ready mix conrete work rmc ref pb csr 2020 item no. 10.46, extra for using admixture in designed mix concrete. ref pb csr 2020 item no. 10.50, extra for carriage of rmc_batch mixed concrete with transit mixture beyond 1st km. ref pb csr 2020 item no. 10.47, supply of stubs of 220kv m_c tower type nmd krr design weight 1901.28kg ht and 720kg ms, supply of stubs of 2d_60 plus 6mtr. extn. type tower weight 814.39 kg ms, supply of tower body of 220kv m_c tower type nmd plus 0 tower body krr design weight 16094.64 kg ht and 8678.43 kg ms, supply of tower body including extension of 220kv m_c tower type nmd plus 6 mtr. extn. krr design weight 18905.99 kg ht and 11081.5 kg ms, supply of tower body including extension of 220kv m_c tower type 15 nmd plus 9 mtr. extn. krr design weight 20895.54 kg ht and 13058.32 kg ms, supply of tower body including extension of 2d-60 plus 6mtr. extn. type tower weight 14853.84 kg ms, supply of gi nuts and bolts including washers of various size, earthing arrangement of towers complete in all respect, danger plate, number plate, phase plate set of 3, circuit plate set of 2, anti climbing device acd with concertrina wire, acsr conductor goat 0.3 sq inch copper eq., 220kv 160kn polymer string insulator, 220kv 120kn polymer string insulator, double tension hardware fittings for acsr goat conductor including arcing horns complete in all respect, single tension hardware fittings for acsr goat conductor including arcing horns complete in all respect, single suspension/pilot hardware fittings for acsr goat conductor including arcing horns and balancing weight etc. complete in all respect, straight joint for acsr goat 0.3 sq. inch copper eq., performed armored set for acsr goat 0.3 sq. inch copper eq., vibration damper for acsr goat 0.3 sq. inch copper eq., bird guard, ladder step bolts with washers., form box, 24 fibre dwsm opgw fibre optic cable, opgw tension fitting complete, opgw vibration damper, opgw joint box, down lead clamp, stringing and installation of opgw, erection of towers, stringing and sagging of conductors, including tack welding of bolts _about 1250 bolts_complete in all respect, dismantlement of 02 towers including all necessary items and conductor including transportation of dismantled material from site to bbmb store jalandhar.

Agency / Dept : bhakra beas management board BBMB
Tender Value : 39400000
Due Date : Aug 07, 2026
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T18 Ref No : 16204974
live Tender
Location : barabani , west bengal
live Tender

tender for rm/pbdn/civil/nit/2026-27/01 dtd 03.07.2026, renovation of crb in terms of lowering plinth height painting and allied works renovation of switchyard heightening of boundary wall construction of equipment foundation plinth and construction of new bay cable trench pathway and other allied works

Agency / Dept : west bengal state electricity distribution company limited WBSEDCL
Tender Value : 1810412
Due Date : Jul 29, 2026
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T18 Ref No : 16190773
live Tender
Location : hingna , maharashtra
Source : GEM Tenders
live Tender

tender for supplying and erecting pvc insulated pvc round sheathed 15 sqmm 30 no x 025 mm dia 3 core flexible multi stranded copper industrial cable for voltage grade up to 11 kv , supplying erecting marking spmcb 6a to 32a bseries with rated short circuit breaking capacity icn 10ka in provided distribution board , supplying erecting terminating fr xlpe insulated galvanised steel formed wire armoured strip cable 1100 v 4 core 10 sq mm aluminium conductor complete erected , supplying and laying including excavation of suitable width depth up to 90 cm 50 mm outside dia, double-wall corrugated pipes dwc of hdpe for enclosing cable below groundroad surface , supplying and erecting steel tubular swaged pole 1143 x 889 x 761 mm dia with 40 x 365 x 325 mm thickness 3 2 1 m length respectively and total 6meterlong with pole cap , supplying and erecting steel tubular swaged pole 1397 x 1143 x 889 mm dia with 45 x 365 x 325 mm thickness 522 m length respectively and total 9 meter long with pole cap base plate , supplying and erecting street light bracket for erection of single fitting made from 40 mm dia b class gi pipe 10 m in length along with pole cap of 300 mm length 100 mm dia duly welded , supplying erecting frp box of size 250mm x 200mm x 100 mm 27 mm thick complete on polewall including 4 pole connector 25 amp , providing pipe type earthing with 40mm dia gi pipe or 20 mm dia gi rod complete with all materials testing and recording the results as per specification no ea ep , making cement concrete foundation including excavation 45 x 45 x 120 cm deep in 136 cement concrete 20 to 25 mm stone metal 45 x 45 x 45 cm 45 cm dia x 45 cm height plinth duly plastered , making cement concrete foundation including excavation 60 x 60 x 150 cm deep in 136 cement concrete 20 x 25 mm stone metal 45 x 45 x 45 cm 45 cm dia x 45 cm height plinth duly plastered, street light along with electrical pole and underground cable replacement, please refer tender documents boq sl no1, please refer tender documents boq sl no2, please refer tender documents boq sl no3, please refer tender documents boq sl no4, please refer tender documents boq sl no5, please refer tender documents boq sl no6, please refer tender documents boq sl no7, please refer tender documents boq sl no8, please refer tender documents boq sl no9, please refer tender documents boq sl no10, please refer tender documents boq sl no11

Agency / Dept : jawaharlal nehru aluminium research development and design centre JNARDDC
Tender Value : 0
Due Date : Aug 03, 2026
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T18 Ref No : 16213423
live Tender
Location : jammu , jammu & kashmir
Source : GEM Tenders
live Tender

corrigendum tender for taking out servo voltage stabilizer of capacity , rewinding of dimmer coil various of stabilizer , supply and fixing in replacement of dimmer stat , supply and fixing in replacement sensing control card , supply and fixing in repair servo stabilizer , supply and filling new transformer oil , supply and fix triple pole god mechanically , material and labour for cable jointing kit end joint , filtration dehydration of transformer oil of three phase , supply and fixing in replacement steel tubler swaged poles , material and labour plain cement concrete , material and labour pcc , supply and fixing in repair pin type porcelain , supply and fixing in repair disc type insulator , ng in trenches in hard dense soft soil , removing excavated material to a distance not exceeding , returing filling in including spreading levelling watering, repair and maintenance of servo voltage stabilizer and miscellaneous items, taking out servo voltage stabilizer of capacity 180 kva 3 phase 4 wire 440 v ac supply for unbalanced balanced load oil cooled from foundation after disconnecting all electrical connections etc. dismentling for pre inspection by lifting of assembly and repairing replacement of worn out parts and testing after re installatio on same foundation., rewinding of dimmer coil various of stabilizer of any capacity with super enamelled copper winding wire of appropriate gauge as per existing pattern alongwith insulating material and made the surface for suitable contact with carbon bush complete after removing existing burnt winding wire and cleaing complete all as spd and directed., supply and fixing in replacement of dimmer stat 75 amps oil cooled single phase, supply and fixing in replacement sensing control card pcb to control the voltage variation at upper and lower limit complete, supply and fixing in repair servo stabilizer relay 150 to 200 amp complete., supply and filling new transformer oil in voltage stabilizer for topping up level or for replacement of unfit oil. dielectric strength should not be less than 45 kv., supply and fix triple pole god mechanically operated mounted on insulator and steel frame with operating mechanism worked from ground level for current rating upto 200 amps suitable for 11 kv including taking out old god complete., material and labour for cable jointing kit end joint for 11 kv earthed grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core xlpe armoured aluminium conductor cable of size 300 sqmm., filtration dehydration of transformer oil of three phase servo voltage stabilizer and step down transformer 11 0.433 kv for increasing dielectric strength not less than 45 kv., supply and fixing in replacement steel tubler swaged poles complete with cast iron base plate finial taper plug bolts nuts and screws as specified type 410 sp31 09 mtr long and duly painted with two coats anticirrosive paint internally upto planting depth alternate black and yellow straps of synthetic enamel paint 30 cm each upto 1.5 mtr from ground level and remaining pole with aluminium paint including wiring complete., material and labour plain cement concrete 1 ratio 4 ratio 8 type d2 using 40mm graded stone aggregate for foundation of poles., material and labour pcc 1 ratio 3 ratio 6 type c1 using 20 mm graded stone aggregate for coping of poles road plinth blocks of lt poles etc incl fair finishing the exposed surfaces even and smooth without using extra cement including necessary form work complete., supply and fixing in repair pin type porcelain vitreous white brown or green insulator including one galvanised mild steel spindle two galvanised iron washers and one galvanised iron nut 150mm height 150mm dia for 11000 volts grade complete., supply and fixing in repair disc type insulator porcelain vitreous 145mm high and 255mm dia ball and socket type white, brown or green two in series assembly for tension with tension clamps for conductors working pressure 11000 volt complete., excavating in trenches in hard dense soft soil n exc 1.5 m wide and n exc 1.5 m in depth for foundation of poles trenches for laying of cable or for shafts wells cesspits manholes pier holes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete., removing excavated material to a distance not exceeding 50 mtr and deposting where directed at a level not exc. 1.5 mtr above the starting point., returing filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm each all as required and directed.

Agency / Dept : indian army
Tender Value : 0
Due Date : Jul 23, 2026
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T18 Ref No : 16235597
live Tender
Location : tirurangadi , kerala
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tender for general-construction of new classroom block for govt.higher secondary school puthuparamba-new class room -general civil work, this building is designed as rcc column beam closed framed structure with isolated rcc footing.the provisions are proposed for earth work excavation for foundation and footing, m25 design mix for all rcc work below and above plinth level etc.

Agency / Dept : public works department PWD
Tender Value : 7838578
Due Date : Jul 20, 2026
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T18 Ref No : 15329457
Location : ghatshila , jharkhand
Source : GEM Tenders

tender for earth work , filling available excavated earth , surface dressing , plain cement concrete 1 isto 3 isto 6 , laying position cement concrete 1 isto 2 isto 4 , reinforced cement concrete work 1 isto 1.5 isto 3 , providing and fixing centering and shuttering , brick work foundation and plinth , 12 mm thick cement plaster 1 isto 4 , steel reinforcement, construction of pcc road outside the ucil boundary wall from itabhatta to bazar gate jaduguda, earth work in excavation in foundation, trenches or drains not exceeding 1.50m in width or 10.00 sqm on plain including dressing of sites and ramming of bottoms, lift upto 1.50m including getting out the excavated soil and disposal of surplus excavated soil, including dewatering and directed with a lead of 500 m ., filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50 m., surface dressing of the ground including removing jungle or vegetation and in-equalities, clay etc. not exceeding 15 cm deep and disposal of rubbish, lead up to 500 m and lift upto 1 km. ., providing and laying plain cement concrete1/3/6 - 1 cement /3 coarse sand / 6 graded stone aggregate 40mm nominal size in foundation plinth wherever necessary including desalinating finishing curing etc as per specification all complete but excluding the cost of centering and shuttering etc, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1 isto 2 isto 4 (1 cement / 2 coarse sand / 4 graded stone aggregate 20mm nominal size), providing and laying reinforced cement concrete work 1 isto 1.5 isto 3 - 1 cement /1.5 coarse sand / 3 graded stone aggregate 20mm down screened and washed including machine mixing placing in position and mechanically vibrating in columns pillars etc to any level and anywhere and like including preparing of the top surface finishing curing etc complete in all respects as per specification and direction of the engineer-in-charge, providing and fixing centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of column etc. for mass concrete., providing and laying 1st class brick work with bricks of class designation 75 in foundation and plinth in cement mortar 1/6 -1 cement / 6 coarse sand including all complete as per specification drawing and direction of the eic., providing and laying 12 mm thick cement plaster 1/4 - 1 cement / 4 fine sand with a floating coat of neat cement punning with redoxided powder all complete as per specification. all materials including cement etc. to be supplied by the contractor., steel reinforcement for reinforced cement concrete work including transporting decoiling straightening derusting placing cutting to requiste length hooking bending to correct shape placing in proper position and binding with 16 gauge black annealed wire at every intersection including removal of loos rust and applying a coat of cement wash if necessary complete in all respects as per drawing and as directed

Agency / Dept : uranium corporation of india limited UCIL
Tender Value : 7611670
Due Date : Jun 02, 2026
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T18 Ref No : 15476132
Location : vemula , andhra pradesh
Source : GEM Tenders

tender for earth work in excavation , filling available excavated earth excluding rock , demolishing rcc work , providing and laying in position cement concrete , providing and laying in position specified grade of reinforced cement concrete , supplying and filling in plinth with sand under floors , steel reinforcement for rcc work , centering and shuttering including strutting lif in foundations footings bases of columns , centering and shuttering including strutting lif columns pillars piers abutments posts and struts , dry stone pitching 22 point 5 cm thick , neat cement punning , demolishing brick work , brick work with non modular fly ash bricks , finishing walls with textured exterior paint , finishing walls with 100 percentage premium acrylic emulsion paint , 15 mm cement plaster , random rubble masonry with hard stone , structural steel work riveted bolted or welded in built up , surface dressing of the ground including removing vegetation , removing white or colour wash by scrapping , providing and fixing glass panes with putty and glazing clips in steel doors , providing and fixing glazing in aluminium door window ventilator shutters , providing and fixing aluminium work for doors windows ventilators , providing and fixing gi chain link fabric fencing , providing and fixing ist quality ceramic glazed wall floor tiles , grading roof for water proofing treatment with cement concrete , repair to plaster of thickness 12mm to 20 mm in patche , providing and laying water proofing treatment on roofs of slabs , 0 mm thick factory made polyvinyl chloride pvc door shutter , providing and fixing factory made panel pvc door shutter consisting of frame , providing and fixing on wall face unplasticised rigid pvc rain water pipes , providing mixing and applying sbr polymer , providing and injecting approved grout 2 percentage of weight of cement used modified cement slurry made with non shrink compound in concrete rcc work , providing and injecting approved grout cement slurry made with shrinkage compensating cement in concrete rcc work , providing and injecting approved grout epoxy injection grout in concrete rcc work of approved make , providing laying spreading and compacting graded stone aggregate, repair works at intake well intermediate pumping station at parnapalle of tummalapalle, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 point 5 m as directed by engineer in charge all kinds of soil, filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1 point 5 m as per direction of engineer in charge, demolishing rcc work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size as per direction of engineer in charge, providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level 1 isto1 point 5 isto 3 1 cement 1 point 5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size, supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete, steel reinforcement for rcc work including straightening cutting bending placing in position and binding all complete above plinth level and below plinth level thermo mechanically treated bars of grade fe 500d or more, centering and shuttering including strutting propping etc and removal of form as per directions of engineer in charge at all leads and lif in foundations footings bases of columns all the below plinth level etc, centering and shuttering including strutting propping etc and removal of form as per directions of engineer in charge at all leads and lif columns pillars piers abutments posts and struts all the above plinth level, dry stone pitching 22 point 5 cm thick including supply of stones and preparing surface complete, neat cement punning, demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge15 point 7 point 4 in cement mortar, brick work with non modular fly ash bricks conforming to is12894 class designation 10 average compressive strength in super structure above plinth level up to floor v level in, finishing walls with textured exterior paint of required shade 13 point 45 point 1 new work two or more coats applied 3 point 28 ltr per10 sqm over and including priming coat of exterior primer applied 2 point 20kg 10 sqm, finishing walls with 100 percentage premium acrylic emulsion paint having voc less than 50 gm per litre and uv resistance as per is 15489 2004 alkali and fungal resistance dirt resistance exterior paint of required shade company depot tinted with silicon additive new work two or more coats applied 1 point 43 litre per10 sqm over and including priming coat of exterior primer applied 0 point 90 litre per10 sqm, 15 mm cement plaster with mix 1isto 6 1 cement 6 fine sand at all heights and lead as per directions of engineer in charge, random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1isto 6isto12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with 1 cement mortar 1 isto 6 1 cement 6 coarse sand, structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete, surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 500m all kinds of soil up to all lead and lift including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 4 point 0 mm thick glass panes including cost of labor tools and tackles taxes etc complete as per the architectural drawings including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with epdm rubber neoprene gasket etc with float glass panes of 4 point 0 mm thickness weight not less than 10 kg per sqm including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, providing and fixing aluminium work for doors windows ventilators and partitions with extruded built up standard tubular sections appropriate z sections and other sections of approved make conforming to is 733 and is 1285 fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions ie at top bottom and sides with required epdm rubber neoprene gasket etc aluminium sections shall be smooth rust free straight mitred and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing paneling cp brass stainless steel screws all complete as per architectural drawings glazing paneling and dash fasteners to be paid for separately anodised aluminium anodised transparent or dyed to requied shade according to is 1868 minimum anodic coating of grade ac 15 including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing gi chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of engineer in charge made of gi wire of dia 4 mm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing ist quality ceramic glazed wall floor tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make, in all colours shades except burgundy bottle green black of any size as approved by engineer in charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry 3 point 3kg per sqm including pointing in white cement mixed with pigment of matching shade complete at all leads and lifts as per directions of engineer in charge, grading roof for water proofing treatment with cement concrete 1 ratio 2 ratio4 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size including mixing water proofing compound as per manufacturers specifications and directions of engineer in charge, repair to plaster of thickness 12mm to 20 mm in patches of area 2 point 5 sqm and under including cutting the patch in proper shape raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar including disposal of rubbish all complete as per the direction of engineer in charge, providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a after surface preparation first layer of slurry of cement 0 point 488 kg per sqm mixed with water proofing cement compound 0 point 253 kg per sqm b laying second layer of fibre glass cloth when the first layer is still green overlaps of joints of fibre cloth should not be less than 10 cm c third layer of 1 point 5 mm thickness consisting of slurry of cement 1 point 289 kg per sqm mixed with water proofing cement compound 0 point 670 kg per sqm and coarse sand 1 point 289 kg per sqm this will be allowed to air cure for 4 hours followed by water curing for 48 hours the entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around d fourth and final layer of brick tiling with cement mortar which will be paid for separately for the purpose of measurement the entire treated surface will be measured, 30 mm thick factory made polyvinyl chloride pvc door shutter made of styles and rails of a upvc hollow section of size 60x30 mm and wall thickness 2 mm pluse or minus 0 point 2 mm with inbuilt decorative moulding edging on one side the styles and rails mitred and joint at the corners by means of ms galvanised plastic brackets of size 75x220 mm having wall thickness 1 point 0 mm and stainless steel screws the styles of the shutter reinforced by inserting galvanised ms tube of size 25x20 mm and 1 mmpluse or minus 0 point 1 mm wall thickness the lock rail made up of h section a upvc hollow section of size 100x30 mm and 2 mm pluse or minus 0 point 2 mm wall thickness fixed to the shutter styles by means of plastic galvanised ms u cleats the shutter frame filled with a upvc multi chambered single panel of size not less than 620 mm having over all thickness of 20 mm and 1 mm pluse or minus 0 point 1 mm wall thickness the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised ms rod and fastened with nuts and washers complete as per manufacturers specification including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing factory made panel pvc door shutter consisting of frame made out of ms tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top and bottom rails ms frame shall have a coat of steel primers of approved make and manufacture ms frame covered with 5 mm thick heat moulded pvc c channel of size 30 mm thickness 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick 95 mm wide pvc sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide pvc sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail top bottom and lock rails shall be provided both side of the panel 10 mm 5 mm x 2 thick 20 mm wide cross pvc sheet be provided as gap insert for top rail and bottom rail paneling of 5 mm thick both side pvc sheet to be fitted in the ms frame welded sealed to the styles and rails with 7 mm 5 mm 2 mm thick x 15 mm wide pvc sheet beading on inner side and joined together with solvent cement adhesive an additional 5 mm thick pvc strip of 20 mm width is to be stuck on the interior side of the c channel using pvc solvent adhesive etc complete as per direction of engineer in charge manufacturers specification and drawing 30 mm thick plain pvc door shutters including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion i single socketed pipes, providing mixing and applying sbr polymer of approved make modified cement mortar in proportion of 1 isto 4 1 cement 4 graded coarse sand with polymer minimum 2 percentage by wt of cement used as per specifications and directions of engineer in charge note measurement and payment the pre measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding tapping with a blunt metal instrument and or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n per sqmm2 25 mm average thickness in 2 layers, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected stirrer mixed acrylic polymer of approved make 2 percentage of weight of cement used modified cement slurry made with non shrink compound in concrete rcc work, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected stirrer mixed sbr polymer of approved make modified cement slurry made with shrinkage compensating cement in concrete rcc work, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected epoxy injection grout in concrete rcc work of approved make, providing laying spreading and compacting graded stone aggregate size range 53 mm to 0 point 075 mm to wet mix macadam wmm specification including premixing the material with water at omc in for all leads and lifts laying in uniform layers with mechanical paverfinisher in sub base base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density complete as per specifications and directions of engineer incharge

Agency / Dept : uranium corporation of india limited UCIL
Tender Value : 4584011.75
Due Date : Jun 12, 2026
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Foundation Plinth. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Foundation Plinth sector is massive.

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Government requirements for this specific vertical generally fall into distinct procurement patterns:

  • Product & Material Supply: Tenders focused strictly on sourcing, testing, and delivering high-quality items that meet the exact technical specifications of the buyer.
  • Service Level Agreements (SLAs): Long-term hiring of expert agencies for routine maintenance, manpower deployment, or continuous operational management.
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By focusing purely on your core strength in Foundation Plinth, you can build a highly profitable and stable pipeline of government clients.

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1.

How do I find government contracts exclusively matching my work in Foundation Plinth?

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 Foundation Plinth 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?

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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 Foundation Plinth?

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?

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9.

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