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30Latest Scaffolding item Tenders List

Latest Scaffolding item Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Scaffolding item 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 Scaffolding item 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 Scaffolding item Tender Intelligence & Monitoring

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

We categorize Scaffolding item 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 Scaffolding item 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 Scaffolding item 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 Scaffolding item Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Scaffolding item 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 Scaffolding item Sector in 2026

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

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

Is EMD mandatory for all Scaffolding item tenders?

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

What is the difference between a Scaffolding item 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 Scaffolding item tenders on Tender18?

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


Get Expert Support for Scaffolding item 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 : 16989445
Location : dudhi , uttar pradesh
Source : GEM Tenders
NEW TENDER
corrigendum tender for item1_annexurea , item2_annexurea , item3_annexurea , item4_annexurea , item5_annexurea , item6_annexurea, cuplock ledger 2000mm long, bsl steel scaffold board (16 gauge sheet, press bent with anti skid dimples ) in single length, 57 mm deep, 2450x250 mm, bsl steel scaffold board ( 16 gauge sheet, press bent with anti skid dimples ) in single length, 57 mm deep, 2000x250 mm, omega transom 2.0 m, omega hop-up cuplock scaffolding side board bracket 600 mm, scaffold tand p item for 210mw boiler omega transom 2500 mm
Agency / Dept :
uttar pradesh rajya vidyut utpadan nigam limited UPRVUNL
Due Date :
Aug 31, 2026 (Expire Today)
Tender Value :
Refer Document
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T18 Ref No : 16903662
Location : bisara , uttar pradesh
Source : GEM Tenders
LIVE TENDER
tender for dadri thermal scaffolding item m6200007030 , m6200007053 , m6200007054 , m6200007063 , m6200007073 , m6200007075 , m6200007076 , m6200007078 , m6200007085 , m6200007090 , m6200007091 , m6200007094 , m6200007101 , m6200007107 , m6200007108, scaffolding material dadri thermal pr 100278115, as per specification document of enquiry
Agency / Dept :
national thermal power corporation NTPC
Due Date :
Sep 05, 2026 (5 days left)
Tender Value :
Refer Document
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T18 Ref No : 16859054
Location : mathura , uttar pradesh
LIVE TENDER
auction or scrap of lot no - 170 lot name - miscellaneous iron scrap etc as per lot description details product type - miscellaneous category - miscellaneous items miscellaneous iron scrap i.escrap ms & cs ferrous structuralmixed items, gurder, tube bank,angle, beam, channel, pipe cutpcs, pipe fittings, tor steel,gratings, strips, plate cut pcs,scrap scaffoldings, vessels,grating, hexmesh, wiremesh,cable trench, ms/cs foundation& scrapped ms/cs equipments,ms tube, light fittings, gi scrapi.e scrap sheet, grating, cabletrench etc (as is where is basis)total | lot no - 171 lot name - scrap of old and used pipe etc as per lot description details product type - metal category - other metals - scrap of old and used pipe etc scrap of old & used pipe with/without attached fittings, flanges,valves etc, metallurgy cs/ms/as.total
Agency / Dept :
indian oil corporation limited IOCL
Due Date :
Aug 29, 2026
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 (3 days left)
Tender Value :
172Cr
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T18 Ref No : 16919776
Location : rupnagar , punjab
Source : GEM Tenders
LIVE TENDER
tender for vicat apparatus , cube mould 1 , cube mould 2 , vibrating machine for cement cube , compression testing machine , thickness gauge , length gauge , thermostatically controlled oven , platform weighing machine , digital weighing balance , bulk density apparatus , a set of sieves 200mm brass , a set of sieve 300 mm gi sieves , slump test apparatus is 7320 , compaction factor apparatus , rebound hammer test , ultrasonic pulse velocity apparatus , water bath , blaine air permeability apparatus , le chatelier soundness apparatus , wire basket , vee bee apparatus , concrete mixer , sieve shaker , beam mould , cylindrical mould , needle vibrator , riffle sampler , table vibrator , trowel 100 to 150 mm length , trowel 60 mm length , standard spatula , pan , tamping rod , california bearing ratio test apparatus , ductility testing machine , aggregate impact tester , los angeles abrasion testing machine , standard penetrometer , ring and ball apparatus , water bath thermostatically controlled , aggregate crushing test apparatus , trowel 100 to150 mm length , auto level , abney level 225mm , dumpy level with stand gun metal and brass , ceylon ghat tracer , pentagraph , hand level 125 mm , fibre tape freeman , metric chain 30m 8 swg , leveling staff , line ranger , offset rod divided into parts each 0point2 m length , optical square , plane table complete set , prismatic compass , prism square , tangent clinometer , ranging rod 4m , planimeter , binoculars , electronic theodolite with all accessories in box , auger , standard penetration test equipment complete in all respect , extraction of disturbed and undisturbed samples , field density measurement core cutter method is 2720 , casagrandes appartus liquid limit and plastic limit determination , a set of sieves 200mm brass made , mechanical analysis set of sieves gi , laboratory compaction tests standard proctor test is 2720 , modified proctor test , electronic balance 10kg capacity , determination of unconfined compression test , direct shear test on sandy soil samples is 2720 , vane shear test on cohesive soils is2720 , permeability test apparatus is 2720 , rapid moisture meter , sieve shaker with electricmotor , cone penetrometer liquid limit , sand replacement apparatus , pycnometer , youngs medulus aparatus , deflection of beam apparatus , microprocessor water analysis kit , do meter , bod incubator , tds meter , laboratory hot air oven , water bath with digital controller , model of bricklayers scaffolding size is about 50 into 20 into 40 cm , carpentry joints , model of centering of arch model , model of corner window lintel , model of grillage foundation , model of joints of trusses , model of king post truss , model of bricks , model of partition wall , model of stair cases , model of piles of different types , model of queen post truss , plate girder bridge , model of an aqueduct , syphon aqueduct , masonry erection tools, procurement of civil engineering laboratory machinery equipments and items, as per atc
Agency / Dept :
department of technical education and industrial training
Due Date :
Sep 09, 2026 (9 days left)
Tender Value :
20.65L
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T18 Ref No : 16381743
Location : talcher , odisha
Source : GEM Tenders
tender for scaffolding matrial talcher thermal m6200007078 , m6200007036 , m6236900673 , m6236900674 , m6236900675 , m6236900676 , m6236900677 , m6236900678 , m6236900679 , m6236900680 , m6236900681 , m6236900682 , m6236900683 , m6236900687 , m6236900688 , m6236900689 , m6236900690 , m6236900691, scaffolding items pr 100274060 talcher super thermal, as per specification document of enquiry
Agency / Dept :
national thermal power corporation NTPC
Due Date :
Aug 07, 2026
Tender Value :
Refer Document
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T18 Ref No : 15880193
Location : kolkata , west bengal
tender for providing scaffolding and temporary arrangement to cover historical items in line with urgent restoration of lighting system at siwalik gallery inside of indian museum, kolkata during 2026-27
Agency / Dept :
central public works department CPWD
Due Date :
Jun 22, 2026
Tender Value :
4.88L
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T18 Ref No : 15673274
Location : mangalore , karnataka
Source : GEM Tenders
corrigendum tender for custom bid for services - mrpl tender no 3420000130 item code 1025400 dc 33301 catalyst change over jobs as per tender document and as per boq bidder has to quote lumsum including gst , custom bid for services - item code 1025401 hourly rate for carrying out additional jobs as per tender document and as per boq bidder has to quote lumsum amount for 497 hours including gst , custom bid for services - item code 1044312 scaffolding erection & removal outside the reactor related to inspection jobs as per tender document and as per boq bidder has to quote lumsum amount for 5250 m3 including gst , custom bid for services - item code 1044314 buffing/ sandering outside reactor, around the nozzles for inspection as per tender document and as per boq bidder has to quote lumsum amount for 100 m2 including gst , custom bid for services - item code 1044316 cut and reweld insulation supports provided on the reactor shell as per tender document and as per boq bidder has to quote lumsum amount for 2000 id including gst
Agency / Dept :
mangalore refinery and petrochemicals limited MRPL
Due Date :
Jun 08, 2026
Tender Value :
Refer Document
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T18 Ref No : 15603112
Location : prayagraj , uttar pradesh
Source : GEM Tenders
tender for disconnecting of fittings , degassing of bullets , providing ms tubular ladder and scaffolding , providing flame proof lighting arrangement and exhaust fan , thorough cleaning of the inner surface , carrying out external inspection , fixing back all the liquid and vapour lines , ultrasonic thickness measurement on shell plates , wet fluorescent magnetic particle test , ultrasonic flaw detection , dye penetration test , hardness testing , radiography test , wet type calibaration of bullets , settlement of mounded bullets , settlement of mounded bullets during hydrotesting , replacement of nuts, bolts, washers and gaskets , hydrotest and stretchtest , certification and documentation, statutory inspection and ndt testing and certification of all three msvs at allahabad lpg plant, disconnecting the inlet, outlet of the lpg liquid and vapour line, srv, hla, servo gauge, radar gauge manhole, water drain line, globe valves, rov and other fittings of the bullets, removal of fire proof coating wherever necessary and disconnection of electrical cables without any damage as per the directions of the bpcl site engineer / third party inspection agency official. any damage for the fittings or any equipments during removal & fixing of the connection has to be made good by the tenderer - for 900 mt mounded storage vessel, degassing of bullets with bpcl supplied water after making necessary connections for in and out flow with suitable pipelines / hose arrangements as directed on site. the water used for degassing should be disposed off safely in the drainage and the sludge if any coming along with water should be carefully removed and disposed / kept in safe place as directed at site. the sludge should be buried if necessary as per directions of location in charge or his representative. a sample of all sludge collected should be handed over to the lic / site engineer. deboxing / boxing, dismantling / pitting back all gadgets on bullet, also all jobs related to blind flanging up to 1st isolation valve -- for 900 mt mounded storage vessel, providing ms tubular ladder/scaffolding inside the bullet suitable for cleaning of inner surface and suitable for carrying out all inspections like ultrasonic testing, mpi and all allied jobs as directed. ladder / scaffolding(s) shall have to be retained at site till the completion of all three bullets testing and the same scaffolding(s) may be used for providing in the other bullets by turn. the contractor shall also provide oxygen meter and ensure oxygen level is as prescribed norms before vessel entry. oxygen metre can be taken back by contractor after the work is over for 900 mt mounded storage vessel, providing flame proof lighting arrangement and exhaust fan inside the bullet for carrying out necessary inspection, cleaning and ndt tests. contractor to supply the flame proof lightfittings, junction boxes, required cables etc, as directed at site. lighting arrangement shall have to be retained at site till completion of all the bullets and the same lighting arrangement may be used in the other bullets by turn - for 900 mt mounded storage vessel, thorough cleaning of the inner surface with water jet and clearing the sludge / rust materials followed by thorough cleaning of inner surface to remove the scales, oil and dust by wire brushes to expose the metal surfaces and thorough buffing of weld joints. cleaning of minimum 50 mm on both sides of each weld joint including nozzle welds by thorough cleaning using rotary brushes to expose bare metal (shinning surface) with care to entire weld joints of nozzles and weld area of support legs and other areas as directed at site. the contractor has to provide all equipments and consumables for carrying out the cleaning jobs. localized grinding of the welds to be done if required as directed by our site engineer / third party inspection agency official. dispose off the sludge of bullet at designated place after excavation as per direction of bpcl - for 900 mt mounded storage vessel, carrying out external inspection on mound, retaining wall, inspection tunnel, bottom nozzle & its suspension/ supports, accessible top nozzles etc - for 900 mt mounded storage vessel, fixing back all the liquid and vapour lines after servicing the valves, efcv and fixing all removed fittings like hla, srv, pressure/ temp/ servo/ rochester gauges, manhole cover etc. after completing the testing, purging/fresh gas in is to be carried out with assistance from & under supervision of & as instructed by bpcl/third party inspection agency - for 900 mt mounded storage vessel, ultrasonic thickness measurement on shell plates, dished end plates, lpg pipelines and nozzles as per applicable code and as per the instructions of third party agency / bpcl site engineer - for 900 mt mounded storage vessel, wet fluorescent magnetic particle test of welds using ac yoke ,magnaflux ,tiede,y6 black light and white washable distemper as background and as per applicable codes and as instructed by bpcl or third party agency. internal complete .all weld joints from inside, nozzle welds internal & external for 900 mt mounded storage vessel, complete ultrasonic flaw detection of welds as per applicable code from inside the bullets and as instructed by bpcl or third party agency for 900 mt mounded storage vessel, dye penetration test at all accessible areas and as pe applicable code and as instructed by bpcl or third party agency for 900 mt mounded storage vessel, hardness testing on selected spots on welds, haz and parent metal in each accessible area as per applicable codes and as instructed by bpcl and third party agency - for 900 mt mounded storage vessel, radiography test for weld joints at selected locations as problem defects,flaws observed during other tests subject to a maximum of 10 perncent of total weld length as per applicable code and as instructed by third party inspecting agency. oonly to be conducted where defects, flaws are observed for 900 mt mounded storage vessel, wet type calibaration of bullets. calibration table will be in 10 mm height intervals with 1 mm proportional part tables or as decided by bpcl. approval & stamping of calibration charts by cpwd shall be done by the party. before start of calibration adetailed procedure has to be submitted - for 900 mt mounded storage vessel, settlement of mounded bullets checking of settlement of mounded bullets by using laser technique for horizontal plain shift and plumb line theodolit technique for vertical plain shift. the person performing settlement shall be experienced in the relevant field. settlement analysis for all three msvs shall be carried out every six months for a period of three years. this excludes the settlement analysis to be carried out during hydrotesting. during hydrotesting, settlement monitoring shall be done as specified in line item no. 16., settlement of mounded bullets, checking of settlement of mounded bullets by using laser technique for horizontal plain shift and plumb line ,theodolit technique for vertical plain shift. the person performing settlement shall be experienced in the relevant field. settlement reading shall be taken during filling of water before hydrotest at 0, 25, 50 and after hydrotesting for 900 mt mounded storage vessel, replacement of nuts, bolts, washers and gaskets supply and fixing of all gaskets, studs and nuts for all fittings after the isolation valve near to water drain line provided in bullets - for 900mt mounded storage vessel, hydrotest and stretchtest, to conduct hydrotest test of vessel and also connected pipings in total as required and as directed at site, after successful of all nd test as per smpv rules and relevant codes for 900 mt mounded storage vessel, certification and documentation for 900 mt lpg storage bullets to submit 3 sets of testing and inspection certificates and reports and documents for all tests and inspection covered in the scope of work as per smpv rule no.19 .issue of online certificate of test alongwith annexure giving the details of ndt inspection
Agency / Dept :
bharat petroleum corporation limited BPCL
Due Date :
Jun 22, 2026
Tender Value :
Refer Document
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T18 Ref No : 16473403
Location : vijayawada , andhra pradesh
tender for fall protection harness ki series, (full body harness) class a, permanently attached with 2 mtr. energy absorbing forked polymide rope lanyard with two scaffolding hook pn 131 (industrial safety belts and harness), ki01(pn351) code: ki01 (pn351) (000_131) (2.0m), fall protection harness ki series, (full body harness) class a, permanently attached with 2 mtr. energy absorbing forked polymide rope lanyard with two scaffolding hook pn 131 (in dustrial safety belts and harness), ki01(pn351) code: ki01 (pn351) (000_131) (2.0m) -quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitted: max 8 lacs
Agency / Dept :
south central railway SCR
Due Date :
Aug 18, 2026
Tender Value :
Refer Document
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Scaffolding Item. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Scaffolding Item sector is massive.

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

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Under this service, Tender18 assigns a Dedicated Experienced Technical Person to your profile. This expert handles the heavy lifting of the entire bidding cycle:

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

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

1.

How do I find government contracts exclusively matching my work in Scaffolding Item?

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 Scaffolding Item 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 Scaffolding Item?

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

9.

What makes Tender18 a reliable GeM support partner?

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What does "L1" mean in these government contracts?

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