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77Latest Holding strip Tenders List

Latest Holding strip Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Holding strip 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 Holding strip 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 Holding strip Tender Intelligence & Monitoring

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

We categorize Holding strip 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 Holding strip 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 Holding strip 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 Holding strip Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Holding strip 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 Holding strip Sector in 2026

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

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

Is EMD mandatory for all Holding strip tenders?

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

What is the difference between a Holding strip 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 Holding strip tenders on Tender18?

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


Get Expert Support for Holding strip 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 : 16987929
Location : pune , maharashtra
Source : GEM Tenders
NEW TENDER
corrigendum tender for pneumatic barrel pump , steel ratchet type , magnetic stand , dial test indicator , pneumatic sealant gun , pipe wrench , tool bag big , tool bag small , hot air gun , step stool , spirit level indicator , plastic storage bin large , plastic storage bin medium , plastic storage bin small , feeler gauge , mild steel extendable , insulation resistance tester , flass f cast iron, tool and equipment, material of construction- ss electric product max pressure, please reefer specification below, 600 n magnetic force 8mm holding diameter, 0-25 dial reading 0.5 millimeter range, aluminium material 340mm gun barrel length, straight pipe wrench nominal size of pipe wrench 900mm, without pocketstool bag big, without pockets, air flow 150-50 2000 w cord length 3m varriable temperature, step stool 2 steps rectangular seat 24 inch seat height, maximum height of seat between 500 to 600 maximum width of seat between 250 to 350 mm between 250, magnetic type of spirit level 0.5mm accuracy acryllic bubble tube, polypropylene copolymer (ppcp) material rigid type of plastic, 3polypropylene copolymer (ppcp) material rigid type of plastic, length of blade 100 mm no of blades 13 width of blade at heel 10mm width of blade at the tip 6mm hardness of blades 400 600 hv, mild steel overall height 81 100cm extendable length 4 1 5m collapsible length 0 5 1 m thicknessof movable strip 3 4 mm 4no of wheels, digital 5 kv insulation resistance tester (bm5200), 3 phase 415v capacity 46200 lit hr cast iron submersible sewerage pump
Agency / Dept :
maharashtra metro rail corporation limited MAHAMETRO
Due Date :
Aug 29, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 16876243
Location : baramulla , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for oil level indicator , pump body nut , valve body seat , delivery valve spring , allen bolt , valve body , copper washer , o ring , plunger seal pu , plunger , pump handle , pump handle holding flat , pump link pin , relief valve spring , relief valve needle , piston seal pu , back up ring , piston o ring , bearing strip , circlip, umshhp 009 by 40, umshhp 009 by 5, umshhp 009 by 9, umshhp 009 by 10, m8, umshhp 009 by 11, umshhp 009 by 12, umshhp 009 by 33, umshhp 009 by34, umshhp 009 by 15, umshhp 009 by 16, umshhp 009 by 17, umshhp 009 by 18, umshhp 009 by 20, umshhp 009 by 21, umshhp 009 by 29, umshhp 009 by36, umshhp-009 by 37, umshhp-009 by38, std
Agency / Dept :
indian army
Due Date :
Aug 31, 2026 (Expire Today)
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 (3 days left)
Tender Value :
172Cr
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T18 Ref No : 16957354
Location : aligarh , uttar pradesh
Source : GEM Tenders
LIVE TENDER
tender for carriage of pcc and stp poles 8.5, 11 and 13 mtr , carriage of line material , erection of pcc and stp poles 8.5, 11 and 13 mtr , erection of double poles 8.5, 11 and 13 mtr , installation and fixing of 11 kv tpmo. , erection and grouting of stay set , providing and fixing of insulator , laying of acsr weasal, rabbit and dog conductor. , erection of abc conductor , grouting of pcc and stp poles , making of plinth , fixing of earthing rod , chopping of tree branches , providing and fixing of clamps of lt , providing and fixing , carriage and installation of 25 kva transformer , carriage and installation of 63 kva transformer , carriage and installation of 100 kva transformer , carriage and installation of 400 kva transformer , dismantling of old pcc and stp poles , dismantling and removal of conductor , erection of section tee pole , carriage and installation of lt dist box , provding and fixing, filling cable joints , safe carriage of cables , laying of under ground cable , laying of overhead cable , guarding of 11 kv line by gi wire , safe carriage and installation of metering unit , safe carriage and installation of metering cubicle , provding and fixing wearing gi pipe, erection and commissioning of transformer and pole and line, carriage of pcc and stp poles from store centre or from any other place to the respective site of work through the kachha pacca road including the work of its loading & unloading at the respective ends, also including the work of dragging etc and also including the cost of labour, t and p carrier etc required for proper completion of work dist 0 to 50 kms, carriage of line material viz lt cable, conductor, gi earth wire, barbed wire, cross arm, angle, channel, insulator, various clamps, xlpe cable, cable, stone pad and other line material from store centre or from any other place to the respective site of work through the kachha pacca road including the work of its loading and unloading at the respective end, also including the work of dragging etc and also including the cost of labour, t and p carrier etc required for proper completion of work dist 0 to 50 kms, erection of single support including complete h.t and l.t fittings with drilling and cutting as per resspo manual and as per direction of engineer incharge including the cost of labour, t and p and carrier etc required for proper completion of work, erection of double and section pole on following poles including including complete h.t and l.t fittings with drilling and cutting and the work of complete line as per resspo norms manual and as per direction of engineer incharge including the cost of labour, t and p and carrier etc required for proper completion of work, erection of double and section pole on following poles including including complete h.t and l.t fittings with drilling & cutting and the work of complete line as per resspo norms manual and as per direction of engineer incharge including the cost of labour, t and p and carrier etc required for proper completion of work, erection and grouting of stay set including the work of nozzling etc as per resspo manual and also including the cost of arrangement of all grouting material, labour, t and p etc required for proper completion of work, providing and fixing of stay insulator, laying, sagging, stringing, binding and jumpering etc of line conductor on the newly erected pole as per resspo manual and as per direction of supervising engineer, including the cost of arrangement of labour, t and p carrier etc required for proper completion of work, abc conductor 3x50+1x35+1x16 sqmm and 3x95+1x70+1x16 sqmm and 3x120+1x95+1x16 sqmm and 1x16+1x25 sqmm, grouting of pcc and stp poles 8.5, 11 and 13 mtr long as per resspo norms, making the plinth of steel poles, fixing of earthing rod as per resspo manual and as per direction of supervising engineer including the cost of labour, t and p etc required for proper completion of work, chopping of tree branches which are touching to ht and lt lines, providing and fixing of clamps of lt, cross arm holding, f clamp, stay clamp, danger board clamp and all type clamps with nut and bolts as per actual site requirement, providing and fixing of lt shackle insulator, providing and fixing of missing nut bolts and washer, carriage and installation from site to store and store to site following capacity transformer including the work of its loading and unloading, dragging etc and also including the cost of labour and t and p etc required for proper completion earthing and jumphering of work, dismentling of old pcc and stp poles for shifting after dismentling of all accessories. it includes the work of cartage, cost of labour, t and p carrier etc required for proper completion of work, dismantling and removal of existing conductor, cable, gi wire from the various area preparing their coils and then stacking in the respective jeos store as per direction of supervising engineer it includes the work of cartage, cost of labour, t nad p carrier etc required for proper completion of work, erection of section tee pole including fixing of all fittings as per respo norms, carriage and installation of lt distribution box three phase distribution box from store centre sarsol to pit site including loading and unloading at both ends mounting and fixing on pole also by making connections as per resspo norms, provding and fixing and filling of 3x70,3x120,3x185 11 kv xlpe heat shrinkable cable jointing kits indoor and outdoor type including the cost of labour t and p carrier etc for proper completion of work, safe carriage of 3x70,3x120,3x185,3x300 sqmm 33 kv by 11 kv xlpe cable from store center to respective site of work including loading and unloading at both ends for proper completion of work, laying of 3x70,3x120,3x185,3x300 sqmm 33 kv and 11 kv under ground cable by straight through after digging trench of 600 mm wide, 1500 mm deep, providing the fine sand cushion beneath and above the cable the cable shall be duly protected by ist class bricks, two on either side and third on top of the cable, laid in series one after the other. the work includes supplying of fine sand and bricks, filling and ramming of the left out soil, closing the trench and levelling spare cable shall be left and buried in the trench in the shape of rings at both ends all material except cable, labour, t and p carrier etc, required for proper completion of work will be arranged by the contractor at his own cost, laying of 3x70,3x120,3x185,3x300 sqmm 33 kv and 11 kv overhead cable work includes labour, t and p carrier etc, required for proper completion of work will be arranged by the contractor at his own cost, guarding of 11 kv line by laying two nos gi wire parallel and fixing of lacings tilli at a distance at 2 to 3 mtr as per respo manual and also including the cost of arragement of labour, t and p etc required for proper completion of work, safe carriage and installation of 33kv by 11 kv ct and pt pole mounted metering unit on double pole after fixing of channel with m s clamps and nuts bolts for holding the channel angle etc the unit body shall be earthed by connecting m s strip of size 1,8x1 finally connected to earthing rod of size 20mm x2540 mm 11 kv line shall be connected to unit as per instructions of sdo and ae m the m s strip and earth rod shall be included in the scope of work, safe carriage and installation of 33kv by 11 kv pilfer proof metering cubicle from store centre, sarsol to site of work, provding and fixing wearing gi pipe 6 inch dia on the feeder cable before mounting the cable on the double pole lifting, mounting and clamping of 11 kv feeder cable with boxes on the feeder double pole structure and making connections including supply
Agency / Dept :
uttar pradesh power corporation limited UPPCL
Due Date :
Sep 05, 2026 (5 days left)
Tender Value :
20L
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T18 Ref No : 16957361
Location : aligarh , uttar pradesh
Source : GEM Tenders
LIVE TENDER
tender for carriage of pcc and stp poles 8.5, 11 and 13 mtr , carriage of line material , erection of pcc and stp poles 8.5, 11 and 13 mtr , erection of double poles 8.5, 11 and 13 mtr , installation and fixing of 11 kv tpmo. , erection and grouting of stay set , providing and fixing of insulator , laying of acsr weasal, rabbit and dog conductor. , erection of abc conductor , grouting of pcc and stp poles , making of plinth , fixing of earthing rod , chopping of tree branches , providing and fixing of clamps of lt , providing and fixing , carriage and installation of 25 kva transformer , carriage and installation of 63 kva transformer , carriage and installation of 100 kva transformer , carriage and installation of 400 kva transformer , dismantling of old pcc and stp poles , dismantling and removal of conductor , erection of section tee pole , carriage and installation of lt dist box , provding and fixing, filling cable joints , safe carriage of cables , laying of under ground cable , laying of overhead cable , guarding of 11 kv line by gi wire , safe carriage and installation of metering unit , safe carriage and installation of metering cubicle , provding and fixing wearing gi pipe, erection and commissioning of transformer and pole and line, carriage of pcc and stp poles from store centre or from any other place to the respective site of work through the kachha pacca road including the work of its loading & unloading at the respective ends, also including the work of dragging etc and also including the cost of labour, t and p carrier etc required for proper completion of work dist 0 to 50 kms, carriage of line material viz lt cable, conductor, gi earth wire, barbed wire, cross arm, angle, channel, insulator, various clamps, xlpe cable, cable, stone pad and other line material from store centre or from any other place to the respective site of work through the kachha pacca road including the work of its loading and unloading at the respective end, also including the work of dragging etc and also including the cost of labour, t and p carrier etc required for proper completion of work dist 0 to 50 kms, erection of single support including complete h.t and l.t fittings with drilling and cutting as per resspo manual and as per direction of engineer incharge including the cost of labour, t and p and carrier etc required for proper completion of work, erection of double and section pole on following poles including including complete h.t and l.t fittings with drilling and cutting and the work of complete line as per resspo norms manual and as per direction of engineer incharge including the cost of labour, t and p and carrier etc required for proper completion of work, erection of double and section pole on following poles including including complete h.t and l.t fittings with drilling & cutting and the work of complete line as per resspo norms manual and as per direction of engineer incharge including the cost of labour, t and p and carrier etc required for proper completion of work, erection and grouting of stay set including the work of nozzling etc as per resspo manual and also including the cost of arrangement of all grouting material, labour, t and p etc required for proper completion of work, providing and fixing of stay insulator, laying, sagging, stringing, binding and jumpering etc of line conductor on the newly erected pole as per resspo manual and as per direction of supervising engineer, including the cost of arrangement of labour, t and p carrier etc required for proper completion of work, abc conductor 3x50+1x35+1x16 sqmm and 3x95+1x70+1x16 sqmm and 3x120+1x95+1x16 sqmm and 1x16+1x25 sqmm, grouting of pcc and stp poles 8.5, 11 and 13 mtr long as per resspo norms, making the plinth of steel poles, fixing of earthing rod as per resspo manual and as per direction of supervising engineer including the cost of labour, t and p etc required for proper completion of work, chopping of tree branches which are touching to ht and lt lines, providing and fixing of clamps of lt, cross arm holding, f clamp, stay clamp, danger board clamp and all type clamps with nut and bolts as per actual site requirement, providing and fixing of lt shackle insulator, providing and fixing of missing nut bolts and washer, carriage and installation from site to store and store to site following capacity transformer including the work of its loading and unloading, dragging etc and also including the cost of labour and t and p etc required for proper completion earthing and jumphering of work, dismentling of old pcc and stp poles for shifting after dismentling of all accessories. it includes the work of cartage, cost of labour, t and p carrier etc required for proper completion of work, dismantling and removal of existing conductor, cable, gi wire from the various area preparing their coils and then stacking in the respective jeos store as per direction of supervising engineer it includes the work of cartage, cost of labour, t nad p carrier etc required for proper completion of work, erection of section tee pole including fixing of all fittings as per respo norms, carriage and installation of lt distribution box three phase distribution box from store centre sarsol to pit site including loading and unloading at both ends mounting and fixing on pole also by making connections as per resspo norms, provding and fixing and filling of 3x70,3x120,3x185 11 kv xlpe heat shrinkable cable jointing kits indoor and outdoor type including the cost of labour t and p carrier etc for proper completion of work, safe carriage of 3x70,3x120,3x185,3x300 sqmm 33 kv by 11 kv xlpe cable from store center to respective site of work including loading and unloading at both ends for proper completion of work, laying of 3x70,3x120,3x185,3x300 sqmm 33 kv and 11 kv under ground cable by straight through after digging trench of 600 mm wide, 1500 mm deep, providing the fine sand cushion beneath and above the cable the cable shall be duly protected by ist class bricks, two on either side and third on top of the cable, laid in series one after the other. the work includes supplying of fine sand and bricks, filling and ramming of the left out soil, closing the trench and levelling spare cable shall be left and buried in the trench in the shape of rings at both ends all material except cable, labour, t and p carrier etc, required for proper completion of work will be arranged by the contractor at his own cost, laying of 3x70,3x120,3x185,3x300 sqmm 33 kv and 11 kv overhead cable work includes labour, t and p carrier etc, required for proper completion of work will be arranged by the contractor at his own cost, guarding of 11 kv line by laying two nos gi wire parallel and fixing of lacings tilli at a distance at 2 to 3 mtr as per respo manual and also including the cost of arragement of labour, t and p etc required for proper completion of work, safe carriage and installation of 33kv by 11 kv ct and pt pole mounted metering unit on double pole after fixing of channel with m s clamps and nuts bolts for holding the channel angle etc the unit body shall be earthed by connecting m s strip of size 1,8x1 finally connected to earthing rod of size 20mm x2540 mm 11 kv line shall be connected to unit as per instructions of sdo and ae m the m s strip and earth rod shall be included in the scope of work, safe carriage and installation of 33kv by 11 kv pilfer proof metering cubicle from store centre, sarsol to site of work, provding and fixing wearing gi pipe 6 inch dia on the feeder cable before mounting the cable on the double pole lifting, mounting and clamping of 11 kv feeder cable with boxes on the feeder double pole structure and making connections including supply
Agency / Dept :
uttar pradesh power corporation limited UPPCL
Due Date :
Sep 05, 2026 (5 days left)
Tender Value :
20L
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T18 Ref No : 16797427
Location : kolkata , west bengal
LIVE TENDER
auction of commercial shop, all that piece and parcel of shop on the ground floor, shop no. g-2, of the tower- "a", known as "sun city" containing measuring an su-per built area 202 sq. ft. more or less situated at premises no. 105/1, holding no. 26/175, division no. ii, sub-division 10, ultadanga main road, now known as bidhan nagar road, ward no. 32 within limits of the kolkata municipal corporation, p.s. manicktola, kolkata-700067. being deed no. 1549, for the year 2012. property stand in the name of mr. susanta banerjee s/o. sri subhen-du banerjee. building butted and bounded in the manner as follows: on the north: ultadanga main road now known as bidhan nagar road including strip of land acquired for widening ultadanga main road under cit scheme no. viii. manick-tola, on the south: drain attached to and forming part of the said premis-es no. 105/1, ultadanga main road now known as bidhan nagar road. on the east: premises no. 105, ultadanga main road now known as bidhan nagar road. on the west: premises no. 105/2a (formerly art of 105/2) ul-tadanga main road now known as bidhan nagar road, encumbrances: not known
Agency / Dept :
bank of baroda BOB
Due Date :
Sep 11, 2026 (11 days left)
Tender Value :
Refer Document
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T18 Ref No : 16975925
Location : kolkata , west bengal
Source : GEM Tenders
LIVE TENDER
tender for lab glassware items and peripherals glass beaker with spout 1000 ml , glass beaker with spout 500 ml , glass beaker with spout 250 ml , glass beaker with spout 100 ml , glass funnel medium size 65 mm , erlenmeyar flask 250 ml , conical flask with b24by29 std joint 250 ml , glass measuring cylinder with beak 250 ml , glass measuring cylinder with beak 100 ml , glass measuring cylinder with beak 50 ml , glass rod 12 inch thick 0.4 cm , wash bottle ldpe , emery paper 220 grit pack of roll , rubber tubing for lab , parafilm tape 4inch by 125 ft. , plastic mug graduated with handle and spout tarson 500 ml , plastic mug graduated with handle and spout tarson 1000 ml , laboratory plastic tray , ph paper , tharmometer range 0 - 400 degreec , tharmometer range -38 - 50 degreec pour point thermometer , pour point tube with spout as per astm d97 , soxhlet apparatus , tissue roll for lab work normal , 250 ml conical flask with vacuum connector 24by29 joint 250 ml , glass bulb condenser 300 mm allihn type , four neck glass reaction kettle borosilicate glass 2000 ml , bent joint 24by29 joint , adapter receiver bend vacuum 24by29 joint , reducer joint 34by35 with 24by29 , glass thermometr pocket with open end , copper strip 12.5 plus minus 2 mm wide 1.5 mm to 3.2 mm thick and 75 mm plus minus 5 mm long smooth- surfaced hard-temper cold-finished copper of 99.9 percenatge purity with certificate , cone-shaped sieve 60 mesh corrosion , dropping point tube as per astm d2265 with cup support 50 pcs , glass slide 75 mm by 25 mm , teflon coated magnetic bead 8mmx 35mm , teflon coated magnetic retriever 300 mm length , 5 ml plastic syringe , nitrile hand gloves m size , heat resistant gloves for regular lab work , ss spatulla medium size spoon type , iodine flask , burrette with straight bore ptfe stopcock-25 ml class-a , burrette with rotaflow needle valve , burrette clamp , separating funnel stand , pippette stand for holding 12 pipettes , whatman no. 934-ah glass-fiber filter paper- no a 125 mm diameter by whatman no 1-125 mm diabymeter filter paper , whatman no. 934-ah glass-fiber filter paper-no a 125 mm diameter by whatman no 40-125 mm diabymeter filter paper , tissue paper roll lint free , tefflon tape , pipette-graduated-25 ml , silicon pipes , amber coloured reagent bottle with plastic screw cap 750 ml , dean and stark aparatus , condenser liebig 24by29 - 300 mm , separating funnel ptfe cork -500 ml , measuring cylinder-1000 ml , measuring cylinder-500 ml , measuring cylinder-25 ml , conical flask with stopper-250 ml , pipette- graduated-5 ml , petridish with cover-200 x 20 dx h mm , reaction flask-3 neck-flat bottom - 1l centre sockets - 24x29 side sockets - 19x26 angle neck , receiver adapter with vacuum connection bend type-24by29 , condenser liebig socket size - 24by29 cone size- 24by29 effective length - 300 mm , receiver adapter - plain bend cone size - 24by29 socket size - 19by26 , thermometer pocket cone size - 24by29 stem length - 45 mm , thermometer pocket cone size - 19by26 stem length - 45 mm, glass beaker with spout 1000 ml, glass beaker with spout 500 ml, glass beaker with spout 250 ml, glass beaker with spout 100 ml, glass funnel medium size 65 mm, erlenmeyar flask 250 ml, conical flask with b24by29 std joint 250 ml, glass measuring cylinder with beak 250 ml, glass measuring cylinder with beak 100 ml, glass measuring cylinder with beak 50 ml, glass rod 12 inch thick 0.4 cm, wash bottle ldpe, emery paper 220 grit pack of roll, rubber tubing for lab, parafilm tape 4inch by 125 ft., plastic mug graduated with handle and spout tarson 500 ml, plastic mug graduated with handle and spout tarson 1000 ml, laboratory plastic tray, ph paper, tharmometer range 0 - 400 degreec, tharmometer range -38 - 50 degreec pour point thermometer, pour point tube with spout as per astm d97, soxhlet apparatus, tissue roll for lab work normal, 250 ml conical flask with vacuum connector 24by29 joint 250 ml, glass bulb condenser 300 mm allihn type, four neck glass reaction kettle borosilicate glass 2000 ml, bent joint 24by29 joint, adapter receiver bend vacuum 24by29 joint, reducer joint 34by35 with 24by29, glass thermometr pocket with open end, copper strip 12.5 plus minus 2 mm wide 1.5 mm to 3.2 mm thick and 75 mm plus minus 5 mm long smooth-surfaced hard-temper cold-finished copper of 99.9 percenatge purity with certificate, cone-shaped sieve 60 mesh corrosion, dropping point tube as per astm d2265 with cup support 50 pcs, glass slide 75 mm by 25 mm, teflon coated magnetic bead 8mmx 35mm, teflon coated magnetic retriever 300 mm length, 5 ml plastic syringe, nitrile hand gloves m size, heat resistant gloves for regular lab work, ss spatulla medium size spoon type, iodine flask, burrette with straight bore ptfe stopcock-25 ml class-a, burrette with rotaflow needle valve, burrette clamp, separating funnel stand, pippette stand for holding 12 pipettes, whatman no. 934-ah glass-fiber filter paper-no a 125 mm diameter by whatman no 1-125 mm diabymeter filter paper, whatman no. 934-ah glass-fiber filter paper-no a 125 mm diameter by whatman no 40-125 mm diabymeter filter paper, tissue paper roll lint free, tefflon tape, pipette-graduated-25 ml, silicon pipes, amber coloured reagent bottle with plastic screw cap 750 ml, dean and stark aparatus, condenser liebig 24by29 -300 mm, separating funnel ptfe cork -500 ml, measuring cylinder-1000 ml, measuring cylinder-500 ml, measuring cylinder-25 ml, conical flask with stopper-250 ml, pipette-graduated-5 ml, petridish with cover-200 x 20 dx h mm, reaction flask-3 neck-flat bottom - 1l centre sockets - 24x29 side sockets - 19x26 angle neck, receiver adapter with vacuum connection bend type-24by29, condenser liebig socket size - 24by29 cone size- 24by29 effective length - 300 mm, receiver adapter - plain bend cone size -24by29 socket size - 19by26, thermometer pocket cone size - 24by29 stem length - 45 mm, thermometer pocket cone size - 19by26 stem length - 45 mm
Agency / Dept :
balmer lawrie and company limited BLCL
Due Date :
Sep 15, 2026 (15 days left)
Tender Value :
1K
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T18 Ref No : 15603575
Location : jhansi , uttar pradesh
Source : GEM Tenders
corrigendum tender for inboard seal leaf he sh 2.5x145x1295mm , inboard seal leaf ce sh 2.5x145x1295mm , inter seal leaf sh 2.5x145x1150mm , outboard seal leaf ce sh 2.5x145x543mm , outboard seal leaf he sh 2.5x145x543mm , inboard holding strip ce sh 2.5x80x1195 , inter holding strip sh 2.5x80x1050mm , outer holding strip sh 2.5x80x590mm , inboard holding strip he sh 2.5x80x805 , inboard diaphrgm seal he sh 2.5x93x1295 , inboard diaphrgm seal ce sh 2.5x93x1295 , outer seal tab sh 2.5x56x100mm , diaphragm sealceandhe sh 2.5x93x1150mm , t bar tab sh 3.15x20x45mm aph27vimt2000 , outer seal tab pl 6x56x150mm , holding strip ce sh 2.5x65x1132.5mm , holding strip he sh 2.5x65x1167.5mm , seal tab he and ce sh 2.5x60x82mm , seal tab sh 2.5x60x120mm , soot blower nozzle aph27vitm2000 , air breather bsp , t bar cold end aph27vimt2000 , t bar hot end aph27vimt2000 , holding strip seal sh 2.5x104x909mm he , bypass seal he sh 1.6x238x914mm , bypass seal ce sh 1.6x181x914mm , inboard spacer bar he pl 10x60x805mm , inboard spacer bar ce pl 10x60x1195mm , inter spacer bar pl 10x60x1050mm , outer spacer bar pl 10x60x820mm , rotor post seal he pl 6x120x1120mm , rotor post seal ce pl 6x185x1120mm , prv lube oil line 20mm , rotor angle he aph27vitm2000 , bypass angle aph27vitm2000 , kaowool 1x4x25 , air motor silencer , spool machined ring , lga rope gr iii sq 20mm is 4687 , bibby resilient coupling type 124 a , bibby coupling type 124 a spring , axial seal leaf ce sh 2.5x100x1132.5mm , axial seal leaf he sh 2.5x100x1167.5mm , soft touch radial seal aph27vitm2000 , hot end spool aph27vitm2000, aph seal spares, inboard seal leaf he sh 2.5x145x1295mm, inboard seal leaf ce sh 2.5x145x1295mm, inter seal leaf sh 2.5x145x1150mm, outboard seal leaf ce sh 2.5x145x543mm, outboard seal leaf he sh 2.5x145x543mm, inboard holding strip ce sh 2.5x80x1195, inter holding strip sh 2.5x80x1050mm, outer holding strip sh 2.5x80x590mm, inboard holding strip he sh 2.5x80x805, inboard diaphrgm seal he sh 2.5x93x1295, inboard diaphrgm seal ce sh 2.5x93x1295, outer seal tab sh 2.5x56x100mm, diaphragm seal ceandhe sh 2.5x93x1150mm, t bar tab sh 3.15x20x45mm aph27vimt2000, outer seal tab pl 6x56x150mm, holding strip ce sh 2.5x65x1132.5mm, holding strip he sh 2.5x65x1167.5mm, seal tab he and ce sh 2.5x60x82mm, seal tab sh 2.5x60x120mm, soot blower nozzle aph27vitm2000, air breather 1 inch bsp, t bar cold end aph27vimt2000, t bar hot end aph27vimt2000, holding strip seal sh 2.5x104x909mm he, bypass seal he sh 1.6x238x914mm, bypass seal ce sh 1.6x181x914mm, inboard spacer bar he pl 10x60x805mm, inboard spacer bar ce pl 10x60x1195mm, inter spacer bar pl 10x60x1050mm, outer spacer bar pl 10x60x820mm, rotor post seal he pl 6x120x1120mm, rotor post seal ce pl 6x185x1120mm, prv lube oil line 20mm, rotor angle he aph27vitm2000, bypass angle aph27vitm2000, kaowool 1x4x25, air motor silencer, spool machined ring, lga rope gr iii sq 20mm is 4687, bibby resilient coupling type 124 a, bibby coupling type 124 a spring, axial seal leaf ce sh 2.5x100x1132.5mm, axial seal leaf he sh 2.5x100x1167.5mm, soft touch radial seal aph27vitm2000, hot end spool aph27vitm2000
Agency / Dept :
uttar pradesh rajya vidyut utpadan nigam limited UPRVUNL
Due Date :
Jun 06, 2026
Tender Value :
10.76L
View Documents
T18 Ref No : 15616208
Location : dudhi , uttar pradesh
Source : GEM Tenders
corrigendum tender for item1_annexurea , item2_annexurea , item3_annexurea , item4_annexurea , item5_annexurea , item6_annexurea , item7_annexurea , item8_annexurea , item9_annexurea , item10_annexurea , item11_annexurea , item12_annexurea , item13_annexurea , item14_annexurea , item15_annexurea , item16_annexurea , item17_annexurea , item18_annexurea , item19_annexurea , item20_annexurea , item21_annexurea , item22_annexurea , item23_annexurea , item24_annexurea , item25_annexurea , item26_annexurea , item27_annexurea , item28_annexurea , item29_annexurea , item30_annexurea , item31_annexurea , item32_annexurea , item33_annexurea , item34_annexurea , item35_annexurea , item36_annexurea , item37_annexurea , item38_annexurea , item39_annexurea , item40_annexurea , item41_annexurea , item42_annexurea , item43_annexurea , item44_annexurea , item45_annexurea , item46_annexurea , item47_annexurea , item48_annexurea , item49_annexurea , item50_annexurea , item51_annexurea , item52_annexurea , item53_annexurea , item54_annexurea , item55_annexurea , item56_annexurea , item57_annexurea , item58_annexurea , item59_annexurea , item60_annexurea , item61_annexurea , item62_annexurea , item63_annexurea , item64_annexurea , item65_annexurea , item66_annexurea , item67_annexurea , item68_annexurea , item69_annexurea , item70_annexurea , item71_annexurea , item72_annexurea , item73_annexurea , item74_annexurea , item75_annexurea , item76_annexurea , item77_annexurea , item78_annexurea , item79_annexurea , item80_annexurea , item81_annexurea, he rotor post seal (3021-01) for primary aph 26-vix-1625, he radial seal inner (3021-02) sty-1 for primary aph 26-vix-1625, he radial seal inner (3021-02) sty-2 for primary aph 26-vix-1625, he radial seal interm (3021-03) for primary aph 26-vix-1625, he radial seal out (3021-04) sty-1 for primary aph, model-type-26-vix-1625, he radial seal out (3021-04) sty-2 for primary aph, model-type-26-vix-1625, he radial holding strip inner (3021-05) for primary aph 26-vix-1625, he radial holding strip interm(3021-06)for primaryaph 26-vix-1625, he radial holding strip outer(3021-07) for primary aph 26-vix-1625, he outer sealing tab (3021-8) for primary aph 26-vix-1625, he outer seal tab(3021-09) sty-1for primary aph, model-type-26-vix-1625, he outer seal tab(3021-09) sty-2 for primary aph, model-type-26-vix-1625, he bypass seal (3021-10) for primary aph 26-vix-1625, he bypass holding strip (3021-11) for primary aph 26-vix-1625, he axial seal 3021-12 style-1 for primary aph 26-vix-1625, he axial seal 3021-12 style-2 for primary aph 26-vix-1625, he axial holding strip 3021-13 for primary aph 26-vix-1625, hot end (he) static seal plate for paph,material-carbon steel, ce radial post seal 3021-19 for primary aph, ce radial seal inner (3021-20) sty-1 for primary aph 26-vix-1625, ce radial seal inner (3021-20) sty-2 for primary aph 26-vix-1625, ce radial seal interm 3021-21 for primary aph 26-vix-1625, ce radial seal outer 3021-22 sty-1 for primary aph 26-vix-1625, ce radial seal outer 3021-22 sty-2 for primary aph 26-vix-1625, ce radial holding strip inner 3021-23 for primary aph 26-vix-1625, ce radial holding strip interm 3021-24 for primary aph 26-vix-1625, ce radial holding strip outer 3021-25 for primary aph 26-vix-1625, ce outer seal tab 3021-26 for primary aph 26-vix-1625, ce outer seal tab 3021-27 for primary aph 26-vix-1625, ce bypass seal 3021-28 for primary aph 26-vix-1625, ce bypass holding strip 3021-29 for primary aph 26-vix-1625, ce axial seal (3021-30) sty-1 for primary aph 26-vix-1625, ce axial seal (3021-30) sty-2 for primary aph 26-vix-1625, ce axial holding strip 3021-31 for primary aph 26-vix-1625, cold end (ce) static seal plate for paph, model- 26-vix-1625,material-carbon steel, machined t -bar, seals for primary aph, model- type-26-vix-1625, rotor angle 30 deg for primary aph 26-vix-1625, bypass angle 26-vix-1625 60 deg, carbon ring with spring for primary aph 26-vix-1625, he rotor post seal 3022-01 for secondary aph 30-vix-2300, he radial seal inner 3022-02 style-1 for secondary aph 30-vix-2300, he radial seal inner 3022-02 style-2 for secondary aph 30-vix-2300, he radial seal interm 3022-03 for secondary aph 30-vix-2300, he radial seal out 3022-04 sty-1 for secondary aph 30-vix-2300, he radial seal out 3022-04 sty-2 for secondary aph 30-vix-2300, he radial holding strip interm3022-05 for secondaryaph 30-vix-2300, he radial holding strip interm 3022-06 for secondary aph 30-vix-2300, he radial holding strip outer 3022-07 for secondary aph 30-vix-2300, he outer seal tab 3022-08 for secondary aph 30-vix-2300, he outer seal tab 3022-09 style-1 for secondary aph 30-vix-2300, he outer seal tab 3022-09 style-2 for secondary aph 30-vix-2300, he bypass seal 3022-10 for secondary aph 30-vix-2300, he bypass holding strip for secondary aph 30-vix-2300, he axial seal 3022-12 style-1 for secondary aph 30-vix-2300, he axial seal 3022-12 style-2 for secondary aph 30-vix-2300, he axial holding strip 3022-13 for secondary aph 30-vix-2300, hot end (he) static seal plate for saph, model- 30-vix-2300, material-carbon steel, ce rotor post seal (3022-19) for secondary aph 30-vix-2300, ce radial seal style-i for secondary aph 30-vix-2300, ce radial seal style-ii for secondary aph 30-vix-2300, ce radial seal interm 3022-21 for secondary aph 30-vix-2300, ce radial seal outer 3022-22 style-1 for secondary aph 30-vix-2300, ce radial seal outer 3022-22 style-2 for secondary aph 30-vix-2300, ce radial holding strip 3022-23 inner for secondary aph 30-vix-2300, ce radial holding strip 3022-24 interm for secondary aph 30-vix-2300, ce radial holding strip 3022-24 outer for secondary aph 30-vix-2300, ce outer sealing tab 3022-26 style-1 for secondary aph 30-vix-2300, ce outer sealing tab 3022-27 style-2 for secondary aph 30-vix-2300, ce bypass seal 3022-28 for secondary aph 30-vix-2300, ce bypass holding strip 3022-29 for secondary aph 30-vix-2300, ce axial seal 3022-30 style-1 for secondary aph 30-vix-2300, ce axial seal 3022-30 style-2 for secondary aph 30-vix-2300, ce axial holding strip for secondary aph 30-vix-2300, cold end (ce) static seal plate for saph, model- 30-vix-2300, material-carbon steel, machined t-bar saph for secondary aph, model-type-30-vix-2300, rotor angle 15 deg for sec aph 30-vix-2300, bypass angle 30-vix-2300, 30 deg, carbon ring with spring for secondary aph 30-vix-2300, metal strip, thickness- 2 mm, width- 20 mm, material-carbon steel, metal strip, thickness- 2 mm, width- 40 mm, material-carbon steel, round bar, material-carbon steel, en-8, dia- 10 mm, length-5m
Agency / Dept :
uttar pradesh rajya vidyut utpadan nigam limited UPRVUNL
Due Date :
Jun 06, 2026
Tender Value :
Refer Document
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T18 Ref No : 15700552
Location : dudhi , uttar pradesh
Source : GEM Tenders
corrigendum tender for item1_annexurea , item2_annexurea , item3_annexurea , item4_annexurea , item5_annexurea , item6_annexurea , item7_annexurea , item8_annexurea , item9_annexurea , item10_annexurea , item11_annexurea , item12_annexurea , item13_annexurea , item14_annexurea , item15_annexurea , item16_annexurea , item17_annexurea , item18_annexurea , item19_annexurea , item20_annexurea , item21_annexurea , item22_annexurea , item23_annexurea , item24_annexurea , item25_annexurea , item26_annexurea , item27_annexurea , item28_annexurea , item29_annexurea , item30_annexurea , item31_annexurea , item32_annexurea , item33_annexurea , item34_annexurea , item35_annexurea , item36_annexurea , item37_annexurea , item38_annexurea , item39_annexurea , item40_annexurea , item41_annexurea , item42_annexurea , item43_annexurea , item44_annexurea , item45_annexurea , item46_annexurea , item47_annexurea , item48_annexurea , item49_annexurea , item50_annexurea , item51_annexurea , item52_annexurea , item53_annexurea , item54_annexurea , item55_annexurea , item56_annexurea , item57_annexurea , item58_annexurea , item59_annexurea , item60_annexurea , item61_annexurea , item62_annexurea , item63_annexurea , item64_annexurea , item65_annexurea , item66_annexurea , item67_annexurea , item68_annexurea , item69_annexurea , item70_annexurea , item71_annexurea , item72_annexurea , item73_annexurea , item74_annexurea , item75_annexurea , item76_annexurea , item77_annexurea , item78_annexurea , item79_annexurea , item80_annexurea , item81_annexurea, he rotor post seal (3021-01) for primary aph 26-vix-1625, he radial seal inner (3021-02) sty-1 for primary aph 26-vix-1625, he radial seal inner (3021-02) sty-2 for primary aph 26-vix-1625, he radial seal interm (3021-03) for primary aph 26-vix-1625, he radial seal out (3021-04) sty-1 for primary aph, model-type-26-vix-1625, he radial seal out (3021-04) sty-2 for primary aph, model-type-26-vix-1625, he radial holding strip inner (3021-05) for primary aph 26-vix-1625, he radial holding strip interm(3021-06)for primaryaph 26-vix-1625, he radial holding strip outer(3021-07) for primary aph 26-vix-1625, he outer sealing tab (3021-8) for primary aph 26-vix-1625, he outer seal tab(3021-09) sty-1for primary aph, model-type-26-vix-1625, he outer seal tab(3021-09) sty-2 for primary aph, model-type-26-vix-1625, he bypass seal (3021-10) for primary aph 26-vix-1625, he bypass holding strip (3021-11) for primary aph 26-vix-1625, he axial seal 3021-12 style-1 for primary aph 26-vix-1625, he axial seal 3021-12 style-2 for primary aph 26-vix-1625, he axial holding strip 3021-13 for primary aph 26-vix-1625, hot end (he) static seal plate for paph,material-carbon steel, ce radial post seal 3021-19 for primary aph, ce radial seal inner (3021-20) sty-1 for primary aph 26-vix-1625, ce radial seal inner (3021-20) sty-2 for primary aph 26-vix-1625, ce radial seal interm 3021-21 for primary aph 26-vix-1625, ce radial seal outer 3021-22 sty-1 for primary aph 26-vix-1625, ce radial seal outer 3021-22 sty-2 for primary aph 26-vix-1625, ce radial holding strip inner 3021-23 for primary aph 26-vix-1625, ce radial holding strip interm 3021-24 for primary aph 26-vix-1625, ce radial holding strip outer 3021-25 for primary aph 26-vix-1625, ce outer seal tab 3021-26 for primary aph 26-vix-1625, ce outer seal tab 3021-27 for primary aph 26-vix-1625, ce bypass seal 3021-28 for primary aph 26-vix-1625, ce bypass holding strip 3021-29 for primary aph 26-vix-1625, ce axial seal (3021-30) sty-1 for primary aph 26-vix-1625, ce axial seal (3021-30) sty-2 for primary aph 26-vix-1625, ce axial holding strip 3021-31 for primary aph 26-vix-1625, cold end (ce) static seal plate for paph, model- 26-vix-1625,material-carbon steel, machined t -bar, seals for primary aph, model- type-26-vix-1625, rotor angle 30 deg for primary aph 26-vix-1625, bypass angle 26-vix-1625 60 deg, carbon ring with spring for primary aph 26-vix-1625, he rotor post seal 3022-01 for secondary aph 30-vix-2300, he radial seal inner 3022-02 style-1 for secondary aph 30-vix-2300, he radial seal inner 3022-02 style-2 for secondary aph 30-vix-2300, he radial seal interm 3022-03 for secondary aph 30-vix-2300, he radial seal out 3022-04 sty-1 for secondary aph 30-vix-2300, he radial seal out 3022-04 sty-2 for secondary aph 30-vix-2300, he radial holding strip interm3022-05 for secondaryaph 30-vix-2300, he radial holding strip interm 3022-06 for secondary aph 30-vix-2300, he radial holding strip outer 3022-07 for secondary aph 30-vix-2300, he outer seal tab 3022-08 for secondary aph 30-vix-2300, he outer seal tab 3022-09 style-1 for secondary aph 30-vix-2300, he outer seal tab 3022-09 style-2 for secondary aph 30-vix-2300, he bypass seal 3022-10 for secondary aph 30-vix-2300, he bypass holding strip for secondary aph 30-vix-2300, he axial seal 3022-12 style-1 for secondary aph 30-vix-2300, he axial seal 3022-12 style-2 for secondary aph 30-vix-2300, he axial holding strip 3022-13 for secondary aph 30-vix-2300, hot end (he) static seal plate for saph, model- 30-vix-2300, material-carbon steel, ce rotor post seal (3022-19) for secondary aph 30-vix-2300, ce radial seal style-i for secondary aph 30-vix-2300, ce radial seal style-ii for secondary aph 30-vix-2300, ce radial seal interm 3022-21 for secondary aph 30-vix-2300, ce radial seal outer 3022-22 style-1 for secondary aph 30-vix-2300, ce radial seal outer 3022-22 style-2 for secondary aph 30-vix-2300, ce radial holding strip 3022-23 inner for secondary aph 30-vix-2300, ce radial holding strip 3022-24 interm for secondary aph 30-vix-2300, ce radial holding strip 3022-24 outer for secondary aph 30-vix-2300, ce outer sealing tab 3022-26 style-1 for secondary aph 30-vix-2300, ce outer sealing tab 3022-27 style-2 for secondary aph 30-vix-2300, ce bypass seal 3022-28 for secondary aph 30-vix-2300, ce bypass holding strip 3022-29 for secondary aph 30-vix-2300, ce axial seal 3022-30 style-1 for secondary aph 30-vix-2300, ce axial seal 3022-30 style-2 for secondary aph 30-vix-2300, ce axial holding strip for secondary aph 30-vix-2300, cold end (ce) static seal plate for saph, model- 30-vix-2300, material-carbon steel, machined t-bar saph for secondary aph, model-type-30-vix-2300, rotor angle 15 deg for sec aph 30-vix-2300, bypass angle 30-vix-2300, 30 deg, carbon ring with spring for secondary aph 30-vix-2300, metal strip, thickness- 2 mm, width- 20 mm, material-carbon steel, metal strip, thickness- 2 mm, width- 40 mm, material-carbon steel, round bar, material-carbon steel, en-8, dia- 10 mm, length-5m
Agency / Dept :
uttar pradesh rajya vidyut utpadan nigam limited UPRVUNL
Due Date :
Jun 10, 2026
Tender Value :
Refer Document
View Documents

Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Holding Strip. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Holding Strip 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 Holding Strip 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 Holding Strip, you can build a highly profitable and stable pipeline of government clients.

Stop wasting time filtering through irrelevant notices. Our Holding Strip 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 Holding Strip 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 Holding Strip.
  • 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 Holding Strip 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 Holding Strip 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 Holding Strip 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 Holding Strip. 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 Holding Strip, 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 Holding Strip, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Holding Strip?

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 Holding Strip 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 Holding Strip?

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 Holding Strip, 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 Holding Strip is declared L1 and is generally awarded the contract

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