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199Latest Anchor bolts Tenders List

Latest Anchor bolts Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Anchor bolts 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 Anchor bolts 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 Anchor bolts Tender Intelligence & Monitoring

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

We categorize Anchor bolts 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 Anchor bolts 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 Anchor bolts 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 Anchor bolts Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Anchor bolts 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 Anchor bolts Sector in 2026

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

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

Is EMD mandatory for all Anchor bolts tenders?

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

What is the difference between a Anchor bolts 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 Anchor bolts tenders on Tender18?

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


Get Expert Support for Anchor bolts 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 : 17071425
Location : anakapalle , andhra pradesh
Source : GEM Tenders
NEW TENDER
corrigendum tender for schedule 1 10 m5122046299 , schedule 2 20 m5122046301 , schedule 3 30 m5122046296 , schedule 4 40 m5122046297 , schedule 5 50 m5122046300 , schedule 6 60 m5122046291 , schedule 7 70 m5122046302 , schedule 8 80 m5122046281 , schedule 9 90 m5122046279 , schedule 10 100 m5122046284 , schedule 11 110 m5122046289 , schedule 12 120 m5122046290 , schedule 13 130 m5101995606 , schedule 14 140 m5101995607, spares for exciter pedestal anchor bolts, foundation stud 0 137 02 01000 and 001 bhel, stud 0 137 02 01000 002 bhel, bolt 0 137 02 01000 and 04 bhel, lock washer 0 137 02 01000 and 5 bhel, spherical washer 0 137 02 01000 and 07 bhel, bush 0 137 02 01000 and 08 bhel, spherical seat 0 137 02 01000 and 09 bhel, lock washer 0 137 02 01000 and 013 bhel, hex nut 0 137 02 01000 and 014 bhel, threaded bolt 0 137 02 01000 and 015 bhel, spherical washer 0 137 02 01000 and 016, conical seat 0 137 02 01000 and 019 bhel, parallel key 01050109000 and 26 bhel ovrsz, parallel key 01050109000 and 17 bhel ovrsz
Agency / Dept :
national thermal power corporation NTPC
Due Date :
Sep 10, 2026 (7 days left)
Tender Value :
Refer Document
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T18 Ref No : 17073881
Location : bangalore , karnataka
Source : GEM Tenders
NEW TENDER
tender for modular electrical enclosure switch board boxes for modular type accessories (q3) , modular piano type domestic fan regulator conforming to is 11037 (q3) , non modular piano type domestic electrical sockets isi marked to is 1293 (q2) , waste fittings for washbasin and sinks as per is 2963 (q3) , putty for use on window frames as per is 419 (q3) , tapping screws (q3) , curtain pipe, sider and mounting bracket (q4) , hardwares (hex bolt & spring channel nut, anchor fastener, washer, spring washer) - bhel (q3)
Agency / Dept :
indian army
Due Date :
Sep 08, 2026 (5 days left)
Tender Value :
Refer Document
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T18 Ref No : 17075415
Location : khamanon , punjab
Source : GEM Tenders
NEW TENDER
tender for conference table 32 seater , conference chair , chemistry lab table , library almirah steel glass front cabinet , lecture stand , notice board , honor board, procurement of different furniture items, conference table 32 seater providing, supplying and placing in position conference table. table shall be u shape with depth of each modular unit being 600 mm and total length of 10300 mm with tolerance plus 5mm to minus 5 mm. the work surface shall be made of 25mm thick prelaminated twin board of e1 p2 grade in approved shade conforming to is 12823 1990 and shall be edge banded with matching 2mm thick pvc lipping. plastic abs access flaps shall be provided on the work surface for easy access to wires and cables. the under structure shall be made of 18mm thick prelaminated twin board of e1 p2 grade in approved shade conforming to is 12823 1990 and edge banded with matching 2mm thick pvc lipping. aluminium alloy 63400 wp profiles shall be used for connecting the panels and the product shall have knock down construction. the modesty panel shall be made of 18mm thick pre laminated twin board of e1 p2 grade in approved shade conforming to is 12823 1990 and edge banded with matching 2mm thick pvc lipping. a powder coated accent metal strip shall be provided below the work surface for enhanced aesthetics, manufactured from 0.8mm thick crca steel conforming to is 513 and finished with epoxy polyester powder coating having a dry film thickness of 40 to 60 microns. the wire management system shall consist of an array of panels made from 0.8mm thick crca mild steel conforming to is 513 and finished with epoxy polyester powder coating of 40 to 60 microns dft for routing of wires and cables. provision shall be provided below the worktop for mounting an anchor roma 6 module plate. a cut out on the worktop fitted with a two piece injection moulded plastic polymer component shall be provided to facilitate routing of audio and video cables onto the work surface and connection of device chargers to the power socket mounted below the worktop. the product should have following certifications, cii greenpro,ul greenguard,ul,griha,scs indoor advantage gold,bis is 17633 2022, providing, supplying and placing in position revolving chair. the seat shall be injection moulded in glass filled polypropylene compound and upholstered with fabric upholstery covers and moulded polyurethane foam. the back shall be injection moulded in glass filled polypropylene compound and upholstered with mesh fabric. the seat size shall be 500 mm width x 480 mm depth and the back size shall be 530 mm w x 390 mm h with tolerance plus 5mm to minus 5mm. the high resilience hr polyurethane seat foam shall be moulded with density 45 plus minus 2 kg per metre cube and hardness 16 plus minus 2 kgf as per is 7888 for 25 percent compression. the powder coated welded tubular understructure shall be made from diametre 25.4 plus minus 0.3 mm x 2.0 plus minus 0.16 mm and dia19.0 plus minus 0.3 mm x 1.2 plus minus 0.096 mm m.s. erw tubes with powder coating thickness of 50 plus minus 10 microns. the arm rests shall be made of glass filled polypropylene compound and assembled over the tubular frame. the chair shall be provided with a 360 degree revolving base plate mechanism with height adjustment feature. pneumatic seat height adjustment shall have a stroke of 120 plus minus 3 mm. the pedestal assembly shall be fabricated from 2.0 pus minus 0.2 mm thick hr sheet conforming to is 1079 hr, powder coated with dft 40 to 60 microns, and fitted with an injection moulded black polypropylene hub cap and five twin wheel castors. the pedestal shall have a pitch centre diameter of 600 plus minus 5 mm 700 plus minus 10 mm with castors. the twin wheel castors shall be injection moulded in black polyamide. the overall dimensions of the chair shall be 700 mm wx 700 mm d x 855 to 975 mm h with seat height adjustable from 430 mm to 550 mm. the product should have following certifications, ul greenguard,scs indoor advantage gol, as per atc, providing, supplying and placing in position glass door storage unit of overall size 916 mm w x 486 mm d x 1981 mm h, with tolerance plus minus 5mm. it should have shelf thickness of 0.7 mm, back thickness of 0.8mm, door thickness of 0.8mm high yield strength and all other components shall have a thickness of 0.9mm. these components shall be made of crca d grade high yield strength as per is 513. the glass door storwel shall have a brass handle and a 2 way locking mechanism with shooting bolt. it should have a height wise adjustable shelf mounting which shall have a uniformly distributed load capacity of max 40 kg. it should also have a m10 screw type leveller with hex plastic base. the finishing shall include epoxy powder coated to the thickness of 50 microns plus minus 10. plenty of colour options and shelving options shall be available. the product should have following certifications scs indoor advantage gold,bis is 17634 2022, product size width 545mm, depth 650mm, height with castor 1020mm with tolerance plus minus 5mm. construction rigid knock down construction. material side panels, top bottom panels, back panel, shelf panels, work surface panel, door and support frame panel are made from 18mm thick pre laminated board of e1 p2 grade and approved shade confirming to is 12823 1990 with 1.3mm pvc edge lipping.2 platforms are provided. provision for the grommet is provided on the top panel, work surface panel and back panel for better wire management. lockable storage space with shelf is provided for storage of essential equipments. base plate assembly dia 20mm ms rod bushes are fabricated by argo shield welding on 8mm thick hr is 2062 plate and then powder coated. lockable castors are mounted onto the base plate assembly for ease of motion, notice board size 6 feetx 4 feet with tolerance plus minus 5mm. made up of soft cork sheet of 12 mm thickness covered with velvet red cloth, supported on the back with laminate of mica sheet. the entire board shall be framed with in a specially extruded aluminum channel color dark brown with nylon corner edges. the board shall be fixed with square plates and slots for mounting in horizontal or vertical directions., standard honour boards roll of honour displays typically measure heigh 1500 mm 5 ft width 900 mm 3 ft thickness 25 to 35 mm. constructed using 6 mm acrylic, polished wood like oak. hardwood timber frames such as solid oak or walnut with an mdf or laminated backing
Agency / Dept :
department of technical education and industrial training
Due Date :
Sep 18, 2026 (15 days left)
Tender Value :
Refer Document
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T18 Ref No : 17062837
Location : hardwar , uttarakhand
LIVE TENDER
tender for anchor bolts, complete machining of items with bhel material.
Agency / Dept :
bharat heavy electricals limited BHEL
Due Date :
Sep 12, 2026 (9 days left)
Tender Value :
Refer Document
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T18 Ref No : 16877286
Location : kharagpur , west bengal
Source : GEM Tenders
LIVE TENDER
tender for supply of 1.5 tr inverter type 5 star rated split air- conditioner unit , dismantling of ac , installation, testing and commissioning of the split ac unit , supplying and fixing extra copper pipe line , supplying and laying 4 core 2.5 sq. mm pvc insulated and pvc sheathed flexible copper cable , supplying and fixing of powder coated ms frame stand , supplying and fixing of 20 mm dia heavy duty pvc pipe with accessories for drain water connection , supplying and laying of pvc insulated and pvc round sheathed, 3 core ,2.5 sqmm, 1.1kv copper cable, nit9bsnlkgp, supply of 1.5 tr inverter type 5 star rated split air-conditioner unit as per bee star rating, (as per new bee rating valid for 1st january 2026 to 31 december 2027 ) with remote control unit, filters, rotary type compressor, copper tubes for both indoor and outdoor unit, refrigerant gas with topping up of refrigerant if required, transportation of all of the above to the various sites and supplying the following up to the length of 3 mtrs etc. as required. (1) hot and cold refrigerant piping (2) suitable connecting electrical cable between indoor and outdoor unit. note-- 1) the manufacturers / suppliers shall give a warranty of the air conditioner for 15 months from date of supply or 12 months from date of installation, which is earlier. thereafter 9 years (108 months) additional warranty on the compressor and 5 years on pcb, dismantling of existing one point five tr split ac unit indoor and outdoor units along with interconnecting copper pipe and cable, power connection cable etc and storing at place shown by exchange in charge as required, installation, testing and commissioning of the split ac unit at a specified location by mounting and fitting indoor and outdoor units at their respective locations , laying and fixing of both liquid and hot gas lines, interconnecting wiring for both indoor outdoor units up to 3 mtrs length and ,interconnecting the indoor unit and outdoor unit with refrigerant line, insulating the refrigerant pipe with expandable polyethylene foam tubing unit , leak testing entire system ,charging refrigerant gas in the unit ,making power supply connections from the power point etc complete as required., supplying and fixing extra copper pipe line both 1/4 inch for gas line and 5/8 inch for liquid line or suitable dia to match with the pipeline of the new unit along with suitable size rubber foam/insulation on surface of the wall i/c necessary flare nuts, suitably brazing with the existing pipe clamping, making holes in walls, same etc., as per site requirement. note - the length of refrigerant pipes supplied with each ac units is 3 mtr. extra length shall be paid extra for which firm shall quote their unit rates., supplying and laying 4 core 2.5sq.mm pvc insulated and pvc sheathed flexible copper cable along refrigerant pipe or on existing conduit / cable tray i/c binding with plastic tags for extending supply from existing industrial socket to indoor unit etc, as required . (make- any isi mark ) . note- the length of copper cable supplied with each unit is 3 mtr . extra length shall be paid extra., supplying and fixing of powder coated ms frame stand comprising of two numbers bracket made of heavy duty ms sheet to accommodate the condenser (outdoor) unit for fixing on the wall with suitable diameter and length of anchor fast bolts and making good damages etc as per site requirement ., supplying and fixing of 20 mm dia heavy duty pvc pipe with accessories for drain water connection where ever required etc. complete as required.(make- any isi mark ) ., supplying and laying of pvc insulated and pvc round sheathed, 3 core ,2.5 sqmm, 1.1kv copper cable ( un-aoumerd ) including connection , testing checking etc as complete as required
Agency / Dept :
bharat sanchar nigam limited BSNL
Due Date :
Sep 10, 2026 (7 days left)
Tender Value :
Refer Document
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T18 Ref No : 16900870
Location : jalandhar , punjab
Source : GEM Tenders
LIVE TENDER
tender for online ups (?10 kva) with battery conforming to is 16242 (part 1) (q2) , earth work , cement concrete work , reinforced , sand pit wall with filling loose sand , steel reinforced of r.c.c work , m s bolts round holding down of anchor bolts with nuts and washer plates complete , structural steel work , providing and fixing ms plate 5mm thick , fiber panel , protection railing , adventure stair , providing and fixing store shed at base of the tower incl flooring , movable climbing holds , climbing rope , slithering rope , seat harness , screw carabiners , quick draw , belay device , climb safe , climbing shoes , drill gun , alan key , chalk bag , slithering gloves , crash pad for slithering side , descender, as per specficatiopn
Agency / Dept :
indian army
Due Date :
Sep 11, 2026 (8 days left)
Tender Value :
Refer Document
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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 (Expire Today)
Tender Value :
172Cr
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T18 Ref No : 16954853
Location : doda , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for gi elbow 1 by 2 , gi tee 1 by 2 , gi socket 15mm dia , gi union 15mm dia , gi nipple 1 by 2 x 2 , gi nipple 15x100mm , gi nipple 15x150mm , plug 15mm 1 by 2 coded as gi inside plug , gi reducer 20x15 mm , gi socket, 20mm , g.i.elbow-3 by 4 , gi union 3 by 4 inch , gi nipple 20mm x2 , gi nipple 20mm x3 , gi nipple 3 by 4 x 4 , pvc connection pipe-1 by 2x18 , pvc waste pipe for sink by wash basin 32 mm coupling , pvc waste pipe for sink by wash basin 40 mm coupling , float valve 1 by 2 by 15 mm , float valve 3 by 4 by 20 mm , slide wrench 12 , h by d pipe wrench 350mm , cp angle valve 15mm , gi tee 20 x 20 x 15 mm , jet spray , grating steel 100mm , m s welding electrode-3.15 sq.mm , anchor bolt 4 , g.i. tee 3 by 4x3 by 4 x 3 by 4 , tank nipple 3 by 4 , gi pipe 20mm dia , 6m length medium , heavy duty pipe wrench 18 inch , ball valve 3 by 4 , heavy duty pipe wrench 24 inch , gate valves 15mm , wash basin , english seat wc , vitreous china water closet squatting pan indian type-oriss wc pan 580 x 440mm , teflon tape. , g.i.reducer-1x1 by 2 , gate valve 50mm 2 , gi pipe 25mm dia 6mtr. length , anchor bolt 10 mm dia, 4 length , cutting wheel 125mm , pvc floor trap 75 mm , upvc pipe 100 mm 4 , cp sink mixer , c.p. wall mixer 15mm , wash basin mixer , c.p.pillar cock 15 mm , pvc connection 15 mm 45 cm long high pressure bearing for hot water , g.i. pipe 15 mm dia with socket medium class confirming to is 1239 part-i, 1990 and isi marked , tank nipple 15mm , tank nipple 25 mm, , hexa frame 12 , hexa blade , pvc gitti 50mm , gi union 25mm , gi nipple 25x100 mm , gi plug 20mm , g.i.socket 1 dia , g.i.elbow-1 , pvc low level cistern 10 ltr. capacity isi make , sink 18x24 with pipe , water tank 1000 ltr , pvc water tank 500 ltr , slide wrench 10 , screw driver kit consisting of 8 screw driver , heavy duty pipe wrench 12 inch , pipe wrench 14 , cp bib cock long body , die set 1.25 to 2 , jack planer 9 , sink waste coupling 4 , door spring , hydraulic door closer, misc water supply and sanitary fitting items, gi elbow 1 by 2, gi tee 1 by 2, gi socket 15mm dia, gi union 15mm dia, gi nipple 1 by 2 x 2, gi nipple 15x100mm, gi nipple 15x150mm, plug 15mm 1 by 2 (coded as gi inside plug), gi reducer 20x15 mm, gi socket, 20mm, g.i.elbow-3 by 4, gi union 3 by 4 inch, gi nipple 20mm x2, gi nipple 20mm x3, gi nipple 3 by 4 x 4, pvc connection pipe-1 by 2x18, pvc waste pipe for sink by wash basin 32 mm coupling, pvc waste pipe for sink by wash basin 40 mm coupling, float valve (1 by 2 by 15 mm), float valve (3 by 4 by 20 mm), slide wrench 12, h by d pipe wrench 350mm, cp angle valve 15mm, gi tee 20 x 20 x 15 mm, jet spray, grating steel 100mm, m s welding electrode-3.15 sq.mm, anchor bolt 4, g.i. tee 3 by 4x3 by 4 x 3 by 4, tank nipple 3 by 4, gi pipe 20mm dia , 6m length (medium), heavy duty pipe wrench 18 inch, ball valve 3 by 4, heavy duty pipe wrench 24 inch, gate valves 15mm, wash basin, english seat (wc), vitreous china water closet squatting pan (indian type-oriss) wc pan 580 x 440mm, teflon tape., g.i.reducer-1 x1 by 2, gate valve 50mm 2, gi pipe 25mm dia (6mtr. length), anchor bolt 10 mm dia, 4 length, cutting wheel 125mm, pvc floor trap 75 mm, upvc pipe 100 mm (4), cp sink mixer, c.p. wall mixer 15mm, wash basin mixer, c.p.pillar cock 15 mm, pvc connection 15 mm 45 cm long (high pressure bearing for hot water), g.i. pipe 15 mm dia with socket medium class confirming to is 1239 part-i, 1990 and isi marked, tank nipple 15mm, tank nipple 25 mm,, hexa frame 12, hexa blade, pvc gitti 50mm, gi union 25mm, gi nipple 25x100 mm, gi plug 20mm, g.i.socket 1 dia, g.i.elbow-1, pvc low level cistern 10 ltr. capacity isi make, sink 18x24 with pipe, water tank 1000 ltr, pvc water tank 500 ltr, slide wrench 10, screw driver kit consisting of 8 screw driver, heavy duty pipe wrench 12 inch, pipe wrench 14, cp bib cock (long body), die set 1.25 to 2, jack planer 9, sink waste coupling 4, door spring, hydraulic door closer
Agency / Dept :
national hydroelectric power corporation limited nhpc limited
Due Date :
Sep 15, 2026 (12 days left)
Tender Value :
Refer Document
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T18 Ref No : 16936620
Location : kolkata , west bengal
Source : GEM Tenders
LIVE TENDER
tender for copper plate , copper strip , copper rod lightning arrestor , insulated copper wire , ring fit or push fit gi perfo-rated pipe , heavy duty pvc pipe plastic corrugated hose , salt , charcoal , copper clad rod , 3-core electrical cable , steel guide wire for laying inside gi pipe , weather proof cpvc box , multi strand braided copper wire bare , frp poles with 4 bolt mounting pedestals , ss pulley with hook , strain insulator , glass or ceramic , straining screws with anchor bolts , steel guy wire -multistrand , bulldog grips for 8mm steel or copper rope , gi ground fixing arrangement for 08 nos frp poles , earth distribution plate copper bus bar , 12mm od ss full thread stud , gi perforated cable tray with cover , pvc plastic cable trays with cover , epoxy or dmc electrical insulator red with bolt , anti static mat , nylon bird net, procurement of earthing material and ancillary items, as per tech spec in annex-v
Agency / Dept :
airports authority of india AAI
Due Date :
Sep 07, 2026 (4 days left)
Tender Value :
31.6L
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T18 Ref No : 16766218
Location : keshod , gujarat
Source : GEM Tenders
LIVE TENDER
tender for copper plate of purity not less than 90 percentage , copper strip of purity not less than 90 percentage , copper solid rod of purity not less than 90 percentage , frls pvc insulated copper cable , ring fit or push fit gi perforated pipe , heavy duty pvc pipe plastic corrugated hose , granular salt , granular charcoal , extension board of 4 x 5 by 15 amp , self supporting heavy duty folding aluminum ladder , copper coated steel rod , multi-strand frls pvc shealthed copper cables , frlsh pvc sheathed 3 core x 6 sq.mm multi-strand flexible copper cable , steel guide wire of 04 mm dia. single or multi-strand , weather proof cpvc box , multi- strand braided copper wire bare copper rope , frp fiber reinforced plastic poles with 4 bolt mounting pedestals , ss pulley with hook , strain insulator glass or ceramic , straining screws with anchor bolts , steel guy wire multistand , bull dog grips , gi ground fixing arrangement for 8 numbers of frp poles , earth distribution plate copper bus bar , ss full thread stud , gi perforrated cable tray with cover , pvc plastic cable trays with cover , serial to ip media converter. moxa , epoxy or dmc electrical insulator red , soil treatment earth enhancing compound, supply of earthing and miscellaneous materials for ils installation at keshod airport, copper plate of 600 mm x 600mm x 3.15mm (thickness), as specified in the technical specificationwith onsite warranty of 3 years. (purity of material not less than 90%), copper strip of 25 mm x 3 mm (thickness), as specified in the technical specification with onsite warranty of 3 years. (purity of material not less than 90%), 1 inch dia x 5 feet length copper rod (purity of material not less than 90%) with onsite warranty of 3 years, as specified in the technical specification, frls pvc insulated copper cable (green colour) of 70 square mm cross section (purity of material not less than 80%) with 20 nos of 70 sq.mm copper lugs, of inner dia 10mm or 12 mm. as specified in the technical specification, ring fit or push fit gi perforated pipe of size 40mm od x 3 m long x 5 mm thickness as specified in the technical specification, heavy duty pvc pipe plastic corrugated hose of size 2 inch dia as specified in the technical specification, granular salt (about 1-3 cm granules) for earthing (240kg per earthing x 11 earth pits), granular charcoal (about 1-3 cm granules) for earthing (240kg per earthing x 11 earth pits), extension board of 4 x 5 by 15 amp with individual switch with 30 meter using 3 x 1.5 sq.mm copper conductor armoured pvc sheathed., self supporting heavy duty folding aluminum ladder of 2 cross leg minimum 04 to 06 feet., 3 mm copper coated steel rod 10 feet (length) x 3/4 inch (diameter), as specified in the technical specification with onsite warranty of 3 years., 3 x 2.5 sq.mm multi-strand frls pvc shealthed copper cables , as specified in the technical specification.(purity of material not less than 70%), frlsh pvc sheathed 3 core x 6 sq.mm multi-strand flexible copper cable., steel guide wire of 04 mm dia. single or multi strand as specified in the technical specification with onsite warranty of 3 years., weather proof cpvc box of size 1 feet x 1 feet x 6 inch, multi- strand braided copper wire bare copper rope of size 70 sq.mm as specified in the technical specification with onsite warranty of 3 years., frp fiber reinforced plastic poles with 4 bolt mounting pedestals 100mm dia 5mm thickness length 4meter as specified in the technical specification, ss pulley with hook (for running at last 10mm multistrand copper braided wire) of dia 3 inch as specified in the technical specification, strain insulator glass or ceramic of size 6 inches and holes in insulator should be as such to pass the multi strand braided copper wire of size 70 sqmm specified in the technical specification, straining screws with anchor bolts, should be of at least 1 foot length as specified in the technical specification, steel guy wire multistand of dia 8mm as specified in the technical specification, bull dog grips for 8-10 mm steel / copper rope shall be able to hold 8 - 10mm dia steel / copper rope as specified in the technical specification, gi ground fixing arrangement for 8 numbers of frp poles as specified in the technical specification, earth distribution plate copper bus bar of size atleast 50mm width x 6mm thickness as specified in the technical specification, 12mm ss full thread stud of length 1 meter along with 60 nos of nuts and 120 washers as specified in the technical specification, gi perforrated cable tray with cover of size 4 inch width as specified in the technical specification, pvc plastic cable trays with cover of size 4 inch width x 2 inch depth as specified in the technical specification, serial to ip media converter. moxa as per technical specs., epoxy or dmc electrical insulator red with bolt of round shape, soil treatment earth enhancing compound as per technical specification
Agency / Dept :
airports authority of india AAI
Due Date :
Sep 04, 2026 (1 day left)
Tender Value :
Refer Document
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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?

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 Anchor Bolts 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 Anchor Bolts?

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 Anchor Bolts, officers can view your profile and generate direct purchase orders or invite you to participate in exclusive Custom Bids.

9.

What makes Tender18 a reliable GeM support partner?

As a highly trusted and expert GeM consultant, Tender18 holds a proven support success ratio of over 95%. From flawless profile creation and complex catalogue mapping to OEM panel approvals and live Reverse Auction (RA) support, we handle it all seamlessly.

10.

What does "L1" mean in these government contracts?

"L1" stands for "Lowest Bidder 1". In government procurement, after all technical envelopes are approved, the financial sheets (BOQs) are opened. The bidder who has quoted the lowest compliant price for Anchor Bolts is declared L1 and is generally awarded the contract

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