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23Latest Scaffolding pipe Tenders List

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

Finding the right Scaffolding pipe 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 pipe 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 pipe 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 pipe 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 pipe 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 pipe 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 pipe Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Scaffolding pipe 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 pipe Sector in 2026

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

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

Is EMD mandatory for all Scaffolding pipe tenders?

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

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

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


Get Expert Support for Scaffolding pipe 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 : 17075146
Location : shriwardhan , maharashtra
Source : GEM Tenders
NEW TENDER
tender for scaffolding pipe-1 , scaffolding pipe-2 , scaffolding pipe-3 , scaffolding pipe-4 , scaffolding pipe-5, ms scaffolding pipe 6 mtr x 40mm x 2.5 mm thk (refer annexure d, soqr sl. 1 of our tender enclosed with gem bid)
Agency / Dept :
bridge and roof company india limited BRIDGEROOF
Due Date :
Sep 12, 2026 (9 days left)
Tender Value :
Refer Document
View Documents
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 : 16119620
Location : sonbhadra , uttar pradesh
Source : GEM Tenders
corrigendum tender for 300044814 chain pulley block 20 ton , 300044814 scaffolding pipe
Agency / Dept :
national thermal power corporation NTPC
Due Date :
Jul 13, 2026
Tender Value :
Refer Document
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T18 Ref No : 16832975
Location : shriwardhan , maharashtra
Source : GEM Tenders
corrigendum tender for scaffolding pipe-1 , scaffolding pipe-2 , scaffolding pipe-3 , scaffolding pipe-4 , scaffolding pipe-5, ms scaffolding pipe 6 mtr x 40mm x 2.5 mm thk (refer annexure d, soqr sl. 1 of our tender enclosed with gem bid)
Agency / Dept :
bridge and roof company india limited BRIDGEROOF
Due Date :
Aug 27, 2026
Tender Value :
Refer Document
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T18 Ref No : 16645553
Location : shriwardhan , maharashtra
Source : GEM Tenders
tender for scaffolding pipe-1 , scaffolding pipe-2 , scaffolding pipe-3 , scaffolding pipe-4 , scaffolding pipe-5, ms scaffolding pipe 6 mtr x 40mm x 2.5 mm thk (refer annexure d, soqr sl. 1 of our tender enclosed with gem bid)
Agency / Dept :
bridge and roof company india limited BRIDGEROOF
Due Date :
Aug 17, 2026
Tender Value :
Refer Document
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T18 Ref No : 16357275
Location : west siang , arunachal pradesh
Source : GEM Tenders
tender for shuttering plate ms shuttering plate of size 1 pt 00 mtr by 1 pt 00 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket , ms shuttering plate of size 1 pt 00 mtr by 1 pt 10 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket , ms shuttering plate of size 1 pt 00 mtr by 1 pt 20 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket , ms shuttering plate of size 1 pt 00 mtr by 0 pt 50 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket , ms shuttering plate of size 1 pt 00 mtr by 0 pt 60 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket , ms shuttering plate of size 1 pt 00 mtr by 0 pt 30 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket , adjustable strip head for 40nb scaffolding pipes as per is 1161 bracket 2014 bracket , adjustable base plate ms plate 400 by 400 mm comma 20mm thick as per is 2062 bracket 2011 bracket , shuttering nut bolt m 12 by 40 is 1364 , shuttering haunch plate 0 pt 90 bracket 0 pt 30 by 0 pt 17 by 0 pt 20 mtr bracket as per is 1730 bracket 1989 bracket , shuttering haunch plate 0 pt 90 bracket 0 pt 30 by 0 pt 335 by 0 pt 20 mtr bracket as per is 1730 bracket 1989 bracket , expansion joint 50 mm as per irc sp 69 , drainage spout as per irc sp 13 hyphen 2022 , swivel coupler for 40nb scaffolding pipes as per is 4014 , right angular couplers 40nb scaffolding pipes as per is 4014 , ms pipe 40 nb comma 4 pt 00 mm dia by 3 mtr long as per is 3589 , ms pipe 40 nb comma 4 pt 00 mm dia by 2 mtr long as per is 3589 , barbed wire as per is 278 colon 2009 , ms angle iron hdg 50 by 50 by 4mm is 2062 colon 2011 , u jack dia 32mm as per is 2750 colon 1964, shuttering plate, ms shuttering plate of size 1 pt 00 mtr by 1 pt 00 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket, ms shuttering plate of size 1 pt 00 mtr by 1 pt 10 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket, ms shuttering plate of size 1 pt 00 mtr by 1 pt 20 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket, ms shuttering plate of size 1 pt 00 mtr by 0 pt 50 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket, ms shuttering plate of size 1 pt 00 mtr by 0 pt 60 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket, ms shuttering plate of size 1 pt 00 mtr by 0 pt 30 mtr made of ms sheet 3 pt 15 mm thick and angle iron frame 45 by 45 by 5 mm with minimum 2 holes on each side as per is 1730 bracket 1989 bracket, adjustable strip head for 40nb scaffolding pipes as per is 1161 bracket 2014 bracket, adjustable base plate ms plate 400 by 400 mm comma 20mm thick as per is 2062 bracket 2011 bracket, shuttering nut bolt m 12 by 40 is 1364, shuttering haunch plate 0 pt 90 bracket 0 pt 30 by 0 pt 17 by 0 pt 20 mtr bracket as per is 1730 bracket 1989 bracket, shuttering haunch plate 0 pt 90 bracket 0 pt 30 by 0 pt 335 by 0 pt 20 mtr bracket as per is 1730 bracket 1989 bracket, expansion joint 50 mm as per irc sp 69, drainage spout as per irc sp 13 hyphen 2022, swivel coupler for 40nb scaffolding pipes as per is 4014, right angular couplers 40nb scaffolding pipes as per is 4014, ms pipe 40 nb comma 4 pt 00 mm dia by 3 mtr long as per is 3589, ms pipe 40 nb comma 4 pt 00 mm dia by 2 mtr long as per is 3589, barbed wire as per is 278 colon 2009, ms angle iron hdg 50 by 50 by 4mm is 2062 colon 2011, u jack dia 32mm as per is 2750 colon 1964
Agency / Dept :
border road organisation BRO
Due Date :
Aug 05, 2026
Tender Value :
70L
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T18 Ref No : 16371665
Location : dhanbad , jharkhand
tender for replacement of m.s. ladder, g.i. riser pipe and installation of water indicator alongwith arrangement of half around scaffolding at big overhead tank in colony area at csir-cimfr, hq dhanbad.
Agency / Dept :
council of scientific and industrial research CSIR
Due Date :
Jul 30, 2026
Tender Value :
Refer Document
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T18 Ref No : 16722487
Location : lower dibang valley , arunachal pradesh
Source : GEM Tenders
tender for ms shuttering plate of size 1 mtr x 1 pt 2 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50x 6 mm having properly welded uniform finish approx weight not less than 69 pt 97 kgs , ms shuttering plate size 1mtr x 1 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50 x50 x6mm having properly welded uniform finish appx weight not less than 51 pt 70 kgs , ms shuttering plate size 1 mtr x zero pt 60 mtr made with 3 pt 15 mm thick ms sheet with angle iron size 50x50x 6mm having properly welded uniform finish appx weight not less than 31 pt 92 kgs , ms shuttering plate size 1 mtr x zero pt 5 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50 x 6mm having properly welded uniform finish , ms shuttering plate size 1 mtr x zero pt 3 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50x 6mm welded uniform finish appx weight not less than 20 pt 46 kgs , ms shuttering plate size 1 mtr x zero pt 2 mtr made with 3 pt 15 mm thick ms sheet with angle iron size 50x50x 6mm welded uniform finish appx weight not less than 16 pt 64 kgs , ms shuttering plate size 1 mtr x zero pt 4 mtr made with 3 pt 15 mm thick ms sheet with angle iron size 50x50x 6mm welded uniform finish appx weight not less than 24 pt 28 kgs , ms shuttering plate of size 1 mtr x 0 pt 45 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50 x 6mm having properly welded comma uniform finish weight not less than 26 pt 19 kgs , ms shuttering plate of size 1mtr x 0 pt 75 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50 x50 x6mm having properly welded comma uniform finish , ms shuttering pipe 6 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr , ms shuttering pipe 5 pt 5 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr , ms shuttering pipe 3 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr , ms shuttering pipe 2 pt 5 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr , adjustable base plate screw length of 400 mm with captive nut od 80 mm and id 36 mm and ht 50 mm welded to 300x300 mm comma 8 mm thick plate to allow adjustment of bottom or top of scaffolding , right angle coupler 40 nb medium ms pipe forge type on galvanised finish confirming to bis 1139 and should bear main slip load of 12 pt 5 kn and distortionload of 30 kn approximate weight 750 grams , swivel coupler 40 nb medium ms pipe forge type on galvanised finish confirming to bis 1139 , ms bolt and nut with double washer for shuttering plate 12 mm dia 50 mm long fully threaded comma grade 8 pt 8 , ismb 150x75x5 mm comma 6 mtr long, shuttering items, ms shuttering plate of size 1 mtr x 1 pt 2 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50x 6 mm having properly welded uniform finish approx weight not less than 69 pt 97 kgs, ms shuttering plate size 1mtr x 1 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50 x50 x6mm having properly welded uniform finish appx weight not less than 51 pt 70 kgs, ms shuttering plate size 1 mtr x zero pt 60 mtr made with 3 pt 15 mm thick ms sheet with angle iron size 50x50x 6mm having properly welded uniform finish appx weight not less than 31 pt 92 kgs, ms shuttering plate size 1 mtr x zero pt 5 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50 x 6mm having properly welded uniform finish, ms shuttering plate size 1 mtr x zero pt 3 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50x 6mm welded uniform finish appx weight not less than 20 pt 46 kgs, ms shuttering plate size 1 mtr x zero pt 2 mtr made with 3 pt 15 mm thick ms sheet with angle iron size 50x50x 6mm welded uniform finish appx weight not less than 16 pt 64 kgs, ms shuttering plate size 1 mtr x zero pt 4 mtr made with 3 pt 15 mm thick ms sheet with angle iron size 50x50x 6mm welded uniform finish appx weight not less than 24 pt 28 kgs, ms shuttering plate of size 1 mtr x 0 pt 45 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50x50 x 6mm having properly welded comma uniform finish weight not less than 26 pt 19 kgs, ms shuttering plate of size 1mtr x 0 pt 75 mtr made with 3 pt 15 mm thick ms sheet with angle iron of size 50 x50 x6mm having properly welded comma uniform finish, ms shuttering pipe 6 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr, ms shuttering pipe 5 pt 5 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr, ms shuttering pipe 3 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr, ms shuttering pipe 2 pt 5 mtr long of nb 40 heavy isi mark with od 48 pt 3 mm having shell thickness 4 mm for structural purpose weight 4 pt 37 kg per mtr, adjustable base plate screw length of 400 mm with captive nut od 80 mm and id 36 mm and ht 50 mm welded to 300x300 mm comma 8 mm thick plate to allow adjustment of bottom or top of scaffolding, right angle coupler 40 nb medium ms pipe forge type on galvanised finish confirming to bis 1139 and should bear main slip load of 12 pt 5 kn and distortionload of 30 kn approximate weight 750 grams, swivel coupler 40 nb medium ms pipe forge type on galvanised finish confirming to bis 1139, ms bolt and nut with double washer for shuttering plate 12 mm dia 50 mm long fully threaded comma grade 8 pt 8, ismb 150x75x5 mm comma 6 mtr long
Agency / Dept :
border road organisation BRO
Due Date :
Aug 21, 2026
Tender Value :
Refer Document
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T18 Ref No : 16830509
Location : vadodara , gujarat
Source : GEM Tenders
corrigendum tender for drill machine , rotary hammer , angle grinder , marble cutter , battery drill machine , electric welding machine , stapler gun for wood , ball peen hammer 250gm , ball peen hammer 1kg , l-key set mm - 9pcs , l-key set inch - 10pcs , screw driver set with neon bulb , heavy duty screw driver set , long screw driver 10 inch hex shank , chisel set bevel pack of 6 , mortise chisel 6mm , wooden hand plane 12 inch , right angle try square 12 inch , right angle try square 6 inch , plumb bob , spirit level 900mm , knife sharpening stone 6 inch combination , combination plier electric pakkad 210mm , side cutting plier , pincer 10 inch , handsaw for wood 18 inch , pry bar 18 inch , adjustable wrench 12 inch , pipe wrench set 12 inch , pipe wrench set 18 inch , pipe wrench set 24 inch , hand hacksaw frame adjustable , c-clamp 6 inch , triangular file 4 inch , half round file 250mm bastard cut , square file 8 inch bastard cut , drain pipe cleaning spring stick 5ft-160cm , scissors net cutter 10 inch heavy duty , combination spanner set 12-pc , tubular spark plug spanner set 9 pcs , open ended spanner set , drill bit set 75 pcs , drill bit 12mm hss , flat drill bit set for wood 6 pcs , self drilling screw bit set 2 inch - 4 inch , autoclosing hinge bit 35mm , diamond coated drill bit set for grinder 5-20mm , wood cutter blade for grinder saw 4 inch carbide , wood cutter blade for grinder saw 5 inch carbide , iron cutting blade cutoff wheel 4 inch pack of 10 , steel hole saw drill bit set bi-metal , hacksaw blade 18 tpi pack of 10 , laser distance meter 100m range , measuring tape 3m x 16mm , measuring tape 5m x 19mm , measuring tape 15m fibreglass , measuring tape 30m fibreglass , auto-darkening welding goggles , welding rods 3.15mm , oil can set , high power rechargeable torch , folding step ladder 10 ft , folding step ladder 12 ft , mobile scaffolding tower , adjustable scaffolding, procurement of civil technical manpower tool, as per specification
Agency / Dept :
gati shakti vishwavidyalaya GSV
Due Date :
Aug 24, 2026
Tender Value :
Refer Document
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T18 Ref No : 16669604
Location : jaipur , rajasthan
Source : GEM Tenders
tender for split type air conditioners, cooling capacity 3400-3500 watt , split type air conditioners, cooling capacity 5000-5300 watt , single pole mcb, 6 a to 32 a rating , flexible or stranded bare copper conductor. 4 core by 2.5 sq.mm armoured is 10810 , flexible or stranded bare copper conductor.4 core by 2.5 sq.mm un armoured is 10810 , copper refrigerant piping of dhe grade, b75, 15.9 mm o.d. , copper refrigerant piping of dhe grade. 9.5 mm o.d. , upvc drain water piping with fittings. 25 mm , wall mounted stabilizer. 3 kva , making hole in stone masonary or rcc wall or rcc slab 100 mm dia , ms powder coated stand suitable for 1.0 or 1.5 or 2.0 tr outdoor type of split ac , providing and making wall openings as required. with all requited t and p, scaffolding , double door metal or glazed or acrylic distribution board with metal end box, procurement of air conditioners pmu rwgcl, supply , installation, testing and commissioning of inverter type air cooled hi wall split type air conditioners complete, providing & fixing of 240 or 415 v ac mcb with positive isolation of 10 ka breaking capacity, supplying and drawing flexible or stranded bare copper conductor, pvc or xlpe insulated, overall aluminium mylar tape shielded atc drain wire, supply, installation, testing and commissioning of interconnecting copper refrigerant piping of dhe grade, providing & fixing of upvc drain water piping with fittings, supply, fixing and testing of wall mounted stabilizer having output voltage variation from 200 v to 250 v, making hole in stone masonary or rcc wall or rcc slab with core cutter for accomodating refrigerant pipe, supply & fixing ms powder coated stand. all as per pre approved by engineer in charge., providing and making wall openings in existing stone or brick masonry partition wall complete as required., providing & fixing of recessed or surface mounting heavy duty horizontal type double door distribution board
Agency / Dept :
eastern rajasthan canal project corporation limited
Due Date :
Aug 24, 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 Pipe. 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 Pipe sector is massive.

At Tender18, we help businesses cut through the noise and exclusively target the exact work categories they specialize in. Instead of browsing through generic procurement sites, our platform isolates high-potential opportunities that match your specific industry capabilities.

Work Dynamics in the Scaffolding Pipe Sector

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

  • Product & Material Supply: Tenders focused strictly on sourcing, testing, and delivering high-quality items that meet the exact technical specifications of the buyer.
  • Service Level Agreements (SLAs): Long-term hiring of expert agencies for routine maintenance, manpower deployment, or continuous operational management.
  • Execution & Turnkey Projects: Comprehensive contracts where the bidder is responsible for everything from raw material procurement to final site installation and testing.

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

Stop wasting time filtering through irrelevant notices. Our Scaffolding Pipe Tender Information Service is engineered for precision. We track exact product codes, service names, and specialized work terms across all government portals nationwide. When a buyer publishes a requirement that matches your specific business profile, our system alerts you instantly.

Deep Technical Insights & Documentation For Scaffolding Pipe Tenders

Bidding for specific works requires studying strict technical parameters. We provide immediate access to the core documents you need to evaluate the project:

  • Detailed Specifications & Drawings: Download the exact engineering guidelines, material testing standards, and quality benchmarks demanded by the buyer for Scaffolding Pipe.
  • Financial BOQ Spreadsheets: Access the official blank pricing formats where you need to input your unit rates, tax configurations, and total bid value.
  • Real-Time Technical Amendments: If the buying department changes the product specifications, alters the service scope, or shifts the delivery timeline, we instantly update the parent file so you are never caught off-guard.

Winning a contract for Scaffolding Pipe 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.

Flawless Compliance & Portal Execution For Scaffolding Pipe Tenders

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

  • Capability Mapping: We thoroughly cross-check your past completion certificates, ISO standard proofs, and financial turnover against the strict eligibility criteria required for Scaffolding Pipe bids.
  • Secure System Integration: Our technical desk seamlessly links your Class III Digital Signature Certificate (DSC) with the required e-procurement servers to securely encrypt your technical and financial envelopes.
  • Error-Free Financial Uploads: We audit your quoted BOQ pricing sheets for any formula or formatting errors before the final upload, ensuring your bid is successfully locked before the portal's closing hours.

Government buyers are aggressively using the Government e-Marketplace (GeM) for the direct procurement of Scaffolding Pipe. 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.

With an industry-leading support success ratio of over 95%, we handle the complex marketplace compliance so you can focus entirely on executing your orders

Expert Profile Management & Catalogue

Our dedicated consultants ensure your GeM presence is structurally perfect:

  • Precise Catalogue Listing: We upload and categorize your specific offerings under the exact search terms and parameters used by government buyers looking for Scaffolding Pipe, ensuring maximum search visibility.
  • OEM Dashboard & Assessment: For original manufacturers and creators, we guide you through the mandatory Quality Council of India (QCI) vendor assessments to successfully unlock your official OEM panel.
  • Profile Compliance & Caution Money: We manage your statutory documentation, brand approvals, and caution money limits to keep your account immune from technical suspensions.

Strategic Live Bid Participation

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

1.

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

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 Pipe 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 Pipe?

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 Pipe, 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 Scaffolding Pipe is declared L1 and is generally awarded the contract

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