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12Latest Wood testing service Tenders List

Latest Wood testing service Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Wood testing service 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 Wood testing service 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 Wood testing service Tender Intelligence & Monitoring

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

We categorize Wood testing service 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 Wood testing service 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 Wood testing service 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 Wood testing service Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Wood testing service 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 Wood testing service Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Wood testing service 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 Wood testing service tender alerts?

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

Is EMD mandatory for all Wood testing service tenders?

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

What is the difference between a Wood testing service 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 Wood testing service tenders on Tender18?

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


Get Expert Support for Wood testing service 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 : 17758441
Location : jammu , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for renovation of existing operation sadbhavana shed vtc and sponsoring skill development courses - complete internal and external distemper white wash , minor electrical wiring switches sockets and electrical points , supply and fixing of pvc wall panelling along entry corridor walls , vitrified tiles in front of building 8 ft 25 ft , repair of toilet water supply connection , window blinds for selected training rooms reception , central training work table 8 ft 6 ft , weather protection chajja sunshade 8 ft 2 ft , electric iron with ironing board , professional tailoring scissors cutting tools , measuring tapes rulers scales and marking tools , needles bobbins threads and sewing accessories , machine maintenance tool kit , stitching training posters charts and educational material , miscellaneous items for repairing toilet internal , additional stitching equipment consumables to complete training setup , repairing professional salon beauty training chairs , large wall mounted looking makeup mirrors , led profile backlighting behind mirrors , ceiling hanging decorative light for centre training table , facial steamer beauty treatment machine , makeup training kits with brushes and accessories , hair styling tools combs brushes and scissors , beauty trolley storage unit , shampoo hair wash basin with basic fittings , beauty consumables cosmetics for practical training , small stools and utility accessories , qualified stitching trainer instructor , qualified beauty parlour trainer instructor , trainee registration documentation assessment coordination and certification related expenses , centre administration trainee records attendance monitoring documentation progress reporting and coordination, renovation of existing operation sadbhavana shed vtc and sponsoring skill development courses, washable grade interior exterior paint of approved quality surface cleaning scraping minor putty and crack filling one suitable primer coat and minimum two finish coats uniform shade and proper surface finish, isi bis marked modular switches and sockets fr pvc insulated copper conductors of suitable current rating concealed surface pvc conduit as required proper junctions earthing insulation and secure termination complete testing after installation, good quality pvc wall panels minimum about 8 mm thick or equivalent rigid panel wood-finish decorative surface matching battens frames corner edge trims concealed approved fixing joint finishing and site measurement, matt anti skid vitrified floor tiles suitable for external semi external use nominal size as approved uniform shade base preparation sand cement bedding laying levelling cutting grouting and edge finishing complete, cpvc pvc pipes of suitable pressure rating compatible fittings valves elbows tees unions and joints replacement repair of defective portions leak proof joints pressure leak testing and labour complete, pvc aluminium venetian or roller blinds of suitable thickness and finish corrosion resistant hardware correct measurement brackets operating mechanism alignment and secure installation complete, overall size 8 ft 6 ft sturdy ms frame or wooden framework laminated worktop smooth and easy to clean finish adequate load bearing capacity lockable drawer unit with handle and key lock rounded safe edges and proper levelling, approx 8 ft 2 ft each ms angle iron support frame with adequately sloped colour coated gi ms sheet anti corrosive treatment and painting secure anchoring flashing sealing and rainwater protection to prevent ingress, branded thermostat controlled electric iron suitable for regular training use with adjustable temperature control and safety features matching sturdy ironing board with heat resistant cover and stable foldable support frame, tailor grade stainless steel cutting scissors tools sharp corrosion resistant blades ergonomic handles suitable for cutting cotton synthetic and other common training fabrics complete set in durable storage, tailoring measuring tape preferably 150 cm 60 in flexible and clearly graduated suitable rulers scales and fabric marking tools such as tailors chalk pencils durable and washable replaceable as applicable, assorted machine and hand sewing needles compatible bobbins goodquality sewing threads in commonly used colours seam ripper pins pin cushion and other routine sewing accessories required for practical training, basic sewingmachine maintenance kit including screwdrivers spanners brushes oil applicator oil suitable for sewing machines tweezers cleaning tools and other routine adjustment tools supplied in organised storage, printed durable and easy to read training posters charts covering basic stitching operations measurements machine parts operation safety fabric handling and tailoring process suitable for classroom display, approved quality minor civil plumbing repair materials required for completion of toilet internal repairs including sealants fasteners repair fittings connectors consumables and finishing materials as actually required at site, additional tailoring equipment and consumables required for a functional training setup compatible with the machines and course requirements includes small accessories consumables not otherwise covered subject to approval and actual requirement, repair refurbishment of existing salon chairs including upholstery seat repair tightening replacement of fittings hydraulic mechanical servicing where applicable cleaning and finishing chairs to be safe stable and fully usable after repair, large clear silvered glass mirror suitable for salon use with smooth finished edges and suitable backing frame wall mounted with heavy duty brackets anchors securely fixed and aligned safe installation, led profile lighting suitable for makeup work with compatible driver power supply concealed secure wiring diffuser profile as applicable adequate illumination and safe mounting behind mirror complete testing, led decorative pendant hanging fitting minimum 3000- 4000 k colour temperature adequate illumination for close training work complete with ceiling canopy suspension driver wiring fittings and installation, branded professional use facial steamer beauty treatment machine suitable for supervised practical training stable base stand controlled steam output water reservoir overheat dry run safety as provided by manufacturer and suitable electrical protection, complete professional basic makeup training kit including assorted makeup brushes applicators sponges and essential practice makeup accessories hygienic organised storage and suitable for supervised practical training, complete salon training lot including assorted combs sectioning combs hair brushes styling brushes professional scissors and routine hair styling accessories durable and suitable for repeated training use, salon grade trolley storage unit with sturdy frame smooth easy clean shelves trays castor wheels with stable movement adequate load capacity and organised storage for beauty training materials corrosion resistant finished surface, salon type hair wash basin of durable sanitary material with comfortable neck support compatible tap waste trap flexible appropriate water connections and basic plumbing fittings securely installed leak free and functional, training grade consumables cosmetics including cleansing products creams packs makeup basics disposable applicators and other routine beauty treatment consumables sealed labelled within usable shelf life and suitable for supervised practical training, sturdy salon training stools of suitable height with washable easy clean surface stable base legs utility accessories required for trainee seating and routine training area use safe and durable, trainer with relevant tailoring stitching qualification or demonstrated practical competence and nsdc govt recognised certification where applicable responsible for theory practical demonstrations trainee guidance and assessment support, trainer with relevant beauty parlour qualification practical competence and experience capable of conducting practical beauty training demonstrations hygiene safety instruction and trainee guidance, for batch of 10 20 candidates candidate registration enrolment documentation attendance records assessment coordination and applicable certification related charges through the authorised recognised process transparent supporting records to be maintained, for batch of 10 20 candidates maintenance of trainee files registration attendance progress monitoring inventory issue use records periodic progress reporting coordination with trainers assessment certification agencies and completion documentation
Agency / Dept :
indian army
Due Date :
Oct 31, 2026 (16 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
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 drawings, fab
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 26, 2026
Tender Value :
172Cr
View Documents
T18 Ref No : 16819823
Location : chennai , tamil nadu
auction or scrap of lot no - 1 lot name - disposal of 4 obsolete hi - resolution carton printers product type - electronics items category - others - e- waste items pcb group - e- waste-rule 2022 the lot comprises the hi-resolution carton printer model 510 bn. spare parts are scarce, causing service issues. the oem declined amc support for all 4 units due to non- availability of spares. 1. hi-res carton printers-5 - 1 no 2. hi-res carton printers-4 - 1 no 3.hi-res carton printers- 3 - 1 no 4. hi-res carton printers-2 - 1 no | lot no - 5 lot name - disposal of old hdpe bottles pails/ms barrels/wood pallets product type - miscellaneous category - miscellaneous items disposal of old hdpe bottles pails/ms barrels/wood pallets 1. old used hdpe pet bottles - (1000 kg) 2. old used hdpe pet bottles (mud inside and soaked in oil) - (1000 kg) 3.old used hdpe lube pails of 7.5 lit, 10 lit and 15 lit capacity - (1080 kg) 4. old used carton boxes (light and heavy) - (2500kg) 5. old used/unused hdpe caps - (1000 kg) 6. old used hdpe drums/pails 20 lit / 26 lit -(731 kg) 7. old used hdpe drums 50 lit capacity - (245 kg) 8. old used ms barrels - (1000 each) | lot no - 15 lot name - disposal of tanks and du at tn bricks product type - miscellaneous category - miscellaneous items the lot comprises all the items are heavily damaged due to prolonged use. due to continuous usage, these items have become unfit for reuse and the repaired cost is also beyond economical limits. 1.distrbn.pmp/ midco- 1 no(each) 2. distrbn.pmp/p ump - 1 no(each) 3. distrbn.tnk/14 .00 kl - 1 no(each) 4. storage tnk/storage tank- 1 no(each) | lot no - 20 lot name - 19 kg empty lpg cylinder product type - category - the lot comprises scrapped 19 kg empty lpg cylinders in crushed condition | lot no - 21 lot name - 14.2 kg empty lpg cylinder product type - metal category - iron and steel sub category - pooled iron the lot comprises scrapped 14.2 kg empty lpg cylinders in crushed condition | lot no - 22 lot name - disposal of 4 obsolete hi - resolution carton printers product type - electronics items category - others - e- waste items pcb group - e- waste-rule 2022 the lot comprises region has identified 119 no. of very old and damaged assets which cannot be repaired or reused at tada ird. 1.ms old pipes and valves - 18 no 2. electrical panel boards - 14 no 3.cvt and stabilisers - 87 no | lot no - 142 lot name - disposal of tank and du product type - miscellaneous category - miscellaneous items the lot comprises the hi-resolution carton printer model 510 bn. spare parts are scarce, causing service issues. the oem declined amc support for all 4 units due to non- availability of spares. 1. old used pumping units of aplab make- 1 no 2. old used pumping units of gvr make - 1 no 3.old steel tanks having 2.2m dia, and 6.0m length - 22kl capacity - 1 no 4. old steel tank having 2.0m dia, and 5.1m length - 16kl capacity - 1 no 5. old steel tank having 2.0m dia, and 5.1m length - 16kl capacity - 1 no | lot no - 6 lot name - scrap cylinders product type - metal category - iron and steel sub category - pooled iron these 19 kg cylinders are rejected during inspection process of hr testing and cylinder retesting and also cylinders received from market spurious, body leaks etc. are unserviceable. these cylinders are to be disposed off in deshaped condition. | lot no - 1 lot name - hla switch with 4way valve product type - miscellaneous category - miscellaneous items hla switch with 4way valve is commissioned in march 1999 and it has completed 27 years of its life. the first cost of the asset has been 95% depreciated.
Agency / Dept :
hindustan petroleum corporation limited HPCL
Due Date :
Aug 28, 2026
Tender Value :
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T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
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
Tender Value :
172Cr
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T18 Ref No : 17316469
Location : kanpur , uttar pradesh
Source : GEM Tenders
corrigendum tender for custom bid for services - lab testing of fiber linear density (denier), astm d-1577:07 & other , custom bid for services - lab testing of colour fastness to light ratin 3 4 5 6 is/iso 105 bo2 2454 and other , custom bid for services - lab testing of thermal resistance clo-value astm c518 and other , custom bid for services - lab testing of polymer identification with grade using ftir,satra tm344 ,astme-1252- 8(2021) other : , custom bid for services - lab testing of moisture vapour transmission, astm e-96-95& other , custom bid for services - lab testing of antibacterial test, aatcc-100& other , custom bid for services - lab testing of antistatic test, is:15298 part-1& other , custom bid for services - lab testing of nature of coating & coating thickness,mass of zinc coating of metal,is:1868, is:3203, is:1572, is:1573, is:5523 is:6745& other , custom bid for services - lab testing of chemical composition of metal, is:410,is:228, astm& other , custom bid for services - lab testing of hardness (hc,hv,bhn hrb) of metal, is:1586 ,is:5072,bs en:569& other , custom bid for services - lab testing of environmental test for metal, bs en 569& other , custom bid for services - lab testing of dpt/mpt test(dye penetration test/ magnetic particle test), is:3703& other , custom bid for services - lab testing of identification of wood, is:3071, & other , custom bid for services - lab testing of paint (all parameters), is:8982, is:1500&1501& other
Agency / Dept :
troop comforts limited TCL
Due Date :
Sep 22, 2026
Tender Value :
Refer Document
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T18 Ref No : 17150042
Location : lucknow , uttar pradesh
Source : GEM Tenders
tender for ocm of ems at bhopal house , comprehensive maintenance of water purifier , replacement of 150 ah low maintenance battery , servicing of 62.5kva dg set , replacement of following accessories a to l , 20 watt starter for fl. fitting , 5 amp. switch , 5 amp. socket , 15 amp. switch , 15 amp. socket , 5a plug top , 15a plug top , bell push piano type , call bell buzzer , phenolic hylem sheet , electric call bell with remote , supply and fixing of following electrical items a to h , three core 40 by 76 pvc insulated copper wire , two core 23 by 76 pvc insulated copper wire , 3 by 4 way gang box , single core 1.5 sqmm pvc insulated frls copper wire , 15 amp. 5 pin combined box , pvc casing caping of size 20mmx10mm , pvc casing caping of size 25mmx10mm , repairing of room heater , rewinding and repairing , general overhauling , changing of 3side wood wool , replacement of bushes in kit , replacement of following items , condensor 4 mf , supply and fixing submersible cooler pump , supply installation testing and commissioning of led , supply and fixing of following size energy efficient , supply installation testing and commissioning of speed control regulator , supply and fixing of fresh air cum exhaust fan , supply and fixing of led fitting, operation and maintenance services, operations and comprehensive maintenance of following ems services from 9.30 am to 7.00pm at admin building bhopal house lucknow as per details given in relevant section. e i and fans, ea sets, fire fighting system, window/split ac units,water coolers, water purifier as per inventory attached. a 1x62.5 kva ea set, b. 1.5 tr split ac unit, c. 1.5 tr window ac unit, d. 80 l storage capacity water cooler, comprehensive maintenance of following water purifiers i/c replacement of filters once in a year, carban twice in a year with repairing/ replacement of parts, circuitary etc related to purifier complete as required.two servicing in each year, a. high flow type make aquagard, model classic with pre filter 1 nos., replacement of 150 ah low maintenance battery for e/a set etc. complete as required. exide express or ss make, servicing of 62.5kva kirloskar model 4r1040 dg set at bhopal house,lucknow including replacement of element lub oil filter, pre fuel filter , lubricant oil and air filter etc. make as per recommendation of manufacturer, replacement of following accessories in the existing tube light fitting/piano type switch board/wall i/c connection etc. as required. note labour charges for replacement is covered in item no. 1. a. 4 ft. 36 watt tube rod, b. 20 watt starter for fl. fitting, c. 5 amp. switch, d. 5 amp. socket, e. 15 amp. switch, f. 15 amp. socket, g. 5a plug top, h. 15a plug top, i. bell push piano type, j. call bell buzzer, k. phenolic/hylem sheet, l. electric call bell with remote, supply and fixing of following electrical items as and when required by the officers etc complete as reqd. a. 4 way 5 amp. power strip, b. three core 40/76 pvc insulated copper wire, c. two core 23/76 pvc insulated copper wire, d. 3 by 4 way gang box, e. single core 1.5 sqmm pvc insulated frls copper wire, f. 15 amp. 5 pin combined box, g. pvc casing caping of size 20mmx10mm, h. pvc casing caping of size 25mmx10mm, repairing of room heater 230 v 50 hz supply 1000 watt i/c replacement of heating rod element/connector strip etc. complete as required., rewinding and repairing of ceiling fan / wall mounted fan / 300 mm ex. fan 230 volt 50 hz ac supply and replacement of bush bearing, insulation , papering connection and testing etc as reqd, general overhauling of desert/room coolers cleaning of water tank bed , installing and commissioning etc i/c oiling/ greasing of fans, etc complete as per site requirement. note once in a year, changing of 3side wood wool/ wood wool pad of superior quality of required size and thickness i/c dismantling the old wood wool as reqd. note old wood wool to be taken outside the premises by the contractor, replacement of bushes in kit fan of coolers as reqd., replacement of following items in coolers i/c connection etc as reqd. a. 5a bed switch, b. condensor 4 mf, s/fixing submersible cooler pump suitable for 230v ac supply i/c connection etc as reqd., supply installation testing and commissioning of 4ft long 18/20 watt led fitiing directly on ceiling/wall i/c connection with 1.5 sq. mm copper conductor single core cable etc. as reqd., s/f of following size energy efficient ceiling fan suitable for operation on 230 volts ,single phase 50 hz ac supply complete etc as reqd without regulator make bajaj/polar /usha/crompton /havells /orient . a. 1200mm, supply installation testing and commissioning of 400 mm sweep oscillating type wall mounted fan with three speed control regulator having metalic body and metal blade ,1360 rpm speed suitable for working on 230 v 50 hz single phase ac supply and i/c fixing on wall with suitable fastner , connection etc. complete as required crompton/bajaj/orient/polar/almonard/ usha, s/f 300 mm sweep metallic body fresh air cum exhaust fan with powder coated metallic blade with bird guard to protect the fan, speed 1350 rpm suitable for operation on 230 volts ,single phase 50 hz ac supply i/c fixing on wall/ existing frame etc complete as reqd make havells /bajaj/polar /usha /crompton /orient, supply and fixing of 2inchx2inch size 36 watt led fitiing complete on false ceiling i/c connection with 1.5 sq. mm copper conductor single core cable etc. as reqd. make, havells or ss
Agency / Dept :
bharat sanchar nigam limited BSNL
Due Date :
Sep 28, 2026
Tender Value :
7.05L
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T18 Ref No : 17131529
Location : kanpur , uttar pradesh
Source : GEM Tenders
tender for custom bid for services - lab testing of fiber linear density (denier), astm d-1577:07 & other , custom bid for services - lab testing of colour fastness to light ratin 3 4 5 6 is/iso 105 bo2 2454 and other , custom bid for services - lab testing of thermal resistance clo-value astm c518 and other , custom bid for services - lab testing of polymer identification with grade using ftir,satra tm344 ,astme-1252- 8(2021) other : , custom bid for services - lab testing of moisture vapour transmission, astm e-96-95& other , custom bid for services - lab testing of antibacterial test, aatcc-100& other , custom bid for services - lab testing of antistatic test, is:15298 part-1& other , custom bid for services - lab testing of nature of coating & coating thickness,mass of zinc coating of metal,is:1868, is:3203, is:1572, is:1573, is:5523 is:6745& other , custom bid for services - lab testing of chemical composition of metal, is:410,is:228, astm& other , custom bid for services - lab testing of hardness (hc,hv,bhn hrb) of metal, is:1586 ,is:5072,bs en:569& other , custom bid for services - lab testing of environmental test for metal, bs en 569& other , custom bid for services - lab testing of dpt/mpt test(dye penetration test/ magnetic particle test), is:3703& other , custom bid for services - lab testing of identification of wood, is:3071, & other , custom bid for services - lab testing of paint (all parameters), is:8982, is:1500&1501& other
Agency / Dept :
troop comforts limited TCL
Due Date :
Sep 15, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 16919802
Location : hassan , karnataka
Source : GEM Tenders
tender for river sand , surkhi , lime , brick bats of 20 mm , jaggery , antuwalakai , kadukkai , grinding machine hiring including fuel charges , grinding machine , lime mixing machine , size stone , special size bricks , rubbles stone , modular common brunt clay bricks , cement mortar , trowel sharp edge - blades , trowel curve edge , wooden float , plastic buckets 25 liters , aluminium screed 2inchx1inchx5feet , aluminium screed 2inchx1inchx3feet , curing pipe one inch 100 meter , saw blade , rubber hand gloves set , cloth hand gloves set , gumboots , safety helmet , safety goggles , shovel , pvc round pan , sieving mesh , plastic water storage pot , water storage plastic drums , pvc water drum 2000 liters capacity , 2 hp motor , tarpaulin sheet , disposable face mask , safety belt , hammer 2kgs head with handle , chisel , sharping charges of chisel , gunny bags , aluminium wire 90m coil , switch box 4 module, switch and socket , bulb led 18w , pointing trowel , wire brush , coir brush , transportation of materials , 50mm dia and 5mm thick hollow ms pipe , 2 nos ms steel 15mm thick inter lock chainage , synthetic enamel paint , carriage of rubbish item, supply of good quality river sand (coarse and fine) required for lime works shall consist of natural sand, shall be hard, durable, clean and free from adherent coatings and organic matter, shall not contain the amount of clay not more than 5percentage by mass, free from silt, shall not contain any harmful impurities such as iron pyrites, alkalis, salts, coal or other organic impurities to affect adversely the hardening, strength or durability of the mortar, supply of good quality 1st class surkhi used as fine aggregate in lime mortar. surkhi, powdered broken brick, prepared by pozzolanic material well burnt good quality bricks and clay balls, finely grinded, powdered, free from under burnt particles of soluble salts, more resistant to alkalis and salt solutions, pyrites and adherent coatings of soil or silt, used for making waterproofing, lime mortars and, lime concrete, including transportation charges, stacking in the required pattern for taking measurements as directed by the work in charge, including cost of all labour etc., as per the specifications .( test reports as per is standard from recognised govt agency and the material sample approval should be taken from the office before supplying), supply of good quality un slaked lime directly from quarry not more than 15 days required for preparation of lime putty in traditional method on the process of slaking, from non-hydraulic lime silica and alumina in quantities of less than 15percentage in lime will be accepted, used for masonry mortars, lime concrete and plaster undercoat, minimum 1.25n mm square compressive strength for 7days, etc., including transportation charges, stacking in the required pattern for taking measurements as directed by the work in charge, including cost of all labour etc., as per the specifications, supply of good quality 20 mm brick bats obtained by crushing well-burnt clay bricks of class designation 7.5, hard, sound, and free from under-burnt particles, soluble salts, pyrites, dust, soil, and other deleterious matter, graded to pass through a 20 mm sieve and retained on a 10 mm sieve, suitable for use as coarse aggregate in lime mortar and lime concrete, including loading, transportation, unloading, stacking, all labour, and incidental charges complete as directed by the engineer-in-charge and as per specifications, supply of good quality jaggery, ingredient required for lime mortar including transportation, loading, unloading, stacking, labour etc., complete as per the specifications and directions of the work in charge, supply of good quality antuwalakai (soap nut and feronia additive as locally approved), clean, dry and free from impurities, suitable for preparation of traditional lime mortar to improve workability, durability and bonding properties in conservation works, as directed by the engineer-in-charge, supply of good quality kadukkai - mature, clean and free from foreign matter, suitable for use as a traditional additive in lime mortar for improving strength, durability and water resistance in conservation works, as approved by the engineer-in-charge, grinding machine hiring including fuel charges providing and hiring heavy-duty grinding machine in good working condition, complete with all accessories, suitable for grinding lime, surkhi and other approved materials required for conservation works, including fuel and operational requirements, providing and hiring portable grinding machine in good working condition, complete with necessary accessories, suitable for grinding small quantities of lime mortar ingredients and other approved materials for conservation works, including fuel and operational requirements., lime mixing machine hiring including fuel charges providing and hiring lime mixing machine of adequate capacity, diesel or electrically operated, in good working condition, suitable for uniform mixing of lime mortar for conservation works, complete with all necessary accessories including fuel wherever applicable, size stone 300mm x 300mm x 250mm, bond stone 350mm x 500mm x 250mm size supply of hard, sound and durable natural size stones and bond stones, obtained from approved quarries, free from cracks, weathered portions, laminations and other defects, accurately dressed to the specified dimensions with true beds and joints. the stones shall conform to the provisions of is 1597.size stones shall be used for wall face masonry and structural hearting, while the bond stones shall be provided as tie stones for effective transverse bonding, interlocking and strengthening of masonry in conservation works and the material should be supplied to 252 steps height which is near to the work spot, complete as approved by the engineer-in-charge, special size bricks 220mmx120mmx40mm- should be well brunt, good water absorption, and appearance, requiring uniform size, sharp edges, plane faces, and uniform colour, with minimum compressive strength and controlled water absorption (e.g., lesser than 20percentage), free from cracks, lime nodules, and excessive warping, guided by standards like is 1077, is 2691, and is 3952 the material should be supplied to 252 steps height which is near to the work spot, complete as approved by the engineer-in-charge, rubbles stone for backfilling 15cm x 22.5cm- supply of hard, sound and durable natural rubble stones of minimum size 150 mm x 225 mm, obtained from approved quarries, free from cracks, weathered portions and other defects, hammer dressed in accordance with is 1129 and conforming to is 1597 (part 1). the stones shall have a minimum thickness of 225 mm, be laid with the broadest face on the prepared bed to achieve proper interlocking, with joints tightly packed using stone spalls. the finished pitching shall be suitable for dry or grouted stone pitching in conservation works and slope protection, the material should be supplied to 252 steps height which is near to the work spot, complete as approved by the engineer-in-charge, modular common brunt clay bricks of class designation 7.5 - should be well brunt, good water absorption, and appearance, requiring uniform size, sharp edges, plane faces, and uniform colour, with minimum compressive strength and controlled water absorption (e.g., lesser than 20percentage), free from cracks, lime nodules, and excessive warping, guided by standards like is 1077, is 2691, and is 3952, cement mortar 1 into 4 where 1 part cement to 4 parts sand-ratio in which specify clean dry sand mention water as needed for workability also note its uses for example bricklaying blockwork and tile bedding and including material quality where opc cement type and standards like is codes in india ensuring consistency with measured proportions for strength., trowel sharp edge blades hardened and tempered highcarbon steei for durabitity staintess steei for rust resistance. handles smooth and seasoned hardwood or pvc. should be in accordance with lndian standards ls 1630 1984., trowel curve edge - blades hardened, tempered high-carbon steel for durability stainless steel for rust resistance. handles smooth, seasoned hardwood or pvc. should be in accordance with indian standards is 1630 (1984)., supply of wooden float of size 300 mm x 150 mm, manufactured from seasoned hardwood such as teak, pine, sheesham or equivalent, having a 10 to 15 mm thick smooth, flat base with slightly bevelled edges and fitted with an ergonomically designed top mounted wooden or high impact composite handle securely fixed with screws or resin bonding. the float shall be lightweight, durable and moisture-resistant, suitable for levelling, compacting and finishing lime mortar, plaster and concrete surfaces in conservation works, complete as approved by the engineer in charge, plastic buckets 25 liters - high-durability specifications to withstand rough handling, heavy loads, and exposure to construction materials like lime, mortar, and sand. made from high-density polyethylene (hdpe) or polypropylene (pp), offering impact resistance, chemical resistance, and uv protection for outdoor use. (the material sample approval should be taken from the office before supplying), aluminium screed 2inchx1inchx5feet supply of aluminium screed of size 2 inch x 1 inch x 5 feet, manufactured from high-strength extruded aluminium section, straight, lightweight, corrosion-resistant and free from bends or defects, suitable for levelling and finishing lime concrete and plaster surfaces in conservation works, complete as directed by the engineer-in-charge, aluminium screed 2inchx1inchx3feet supply of aluminium screed of size 2 inch x 1 inch x 3 feet, manufactured from high-strength extruded aluminium section, lightweight, straight, corrosion-resistant and free from bends or defects, suitable for levelling and finishing lime mortar and plaster surfaces in conservation works, complete as approved by the engineer-in-charge., curing pipe one inch 100 meter -supply of flexible pvc hose pipe of 25 mm (1 inch) diameter and 100 metres length, manufactured from premium quality pvc, weather-resistant, leak-proof and capable of withstanding normal working pressure, suitable for curing masonry, plaster and concrete works, complete with standard fittings wherever required, supply of industrial quality circular saw blade of 10inch diameter with 30 mm bore, manufactured from high-grade hardened and tempered alloy steel with 40 precision-ground teeth, heavy duty steel plate and optimized kerf width, provided with thermal expansion slots and friction-reducing coating for smooth, stable and reliable cutting with extended service life. the blade shall be easy to installation , suitable for cutting wood, plastics and non-ferrous metals, and compatible with professional cutting machines, complete as approved by the engineer in charge., rubber hand gloves set which should compliance with standards such as en 388 2016 for mechanical risk and ansi or isea 105 for cut resistance. the material sample approval should be taken from the office before supplying., cloth hand gloves set which should compliance with standards such as en 388 2016 for mechanical risk and ansi or isea 105 for cut resistance. the material sample approval should be taken from the office before supplying., gumboots should meet requirements such as water impermeability puncture resistance and slip resistant soles safety or protective footwear en iso 20345. it has a minimum impact resistance of 200 joules and compressive strength of at least 15 kn at the toe cap. the material sample approval should be taken from the office before supplying., safety helmet strong, rigid materials like high density polyethylene hdpe, abs, or polypropylene pp, dome shaped, without metallic parts, uv resistant. harness system suspension, impact absorption, penetration resistance, electrical insulation class g general, temperature resistance, standards and certifications is 2925the material sample approval should be taken from the office before supplying., safety goggles- should be impact-resistant polycarbonate lenses, uv protection, anti-fog scratch coatings, and a wraparound side-shield design for full coverage, fitting snugly and comfortably with ventilation, often meeting standards like ansi z87.1, ensuring protection from debris, dust, and radiation for construction environments. (the material sample approval should be taken from the office before supplying), supply of industrial quality multi purpose folding shovel manufactured from high strength metal, rugged, lightweight and corrosion-resistant, suitable for digging, chopping, scooping, hammering and scraping applications. the shovel shall be foldable for easy storage and portability, with an overall shovel length of approximately 23.25 inches 59 cm, saw length with handle of approximately 12.5 inches, integrated saw blade length of approximately 5.5 inches 14 cm, maximum weight of 525 g, and conforming to uiaa safety certification or equivalent, complete as approved by the engineer in charge, pvc round pan ghamela in which high grade virgin polyvinyl chloride or heavy duty polypropylene for high strength and flexibility. smooth interior surface crack and impact resistant, weather resistant for both indoor and outdoor use in which generally 5mm to 10mm thickness and shape is round open to top bowl and standard construction sizes usually 15 to 8 inches diameter and 10 kg to 20 kg load capacity. roughly 8 to 12 inches height. the material sample approval should be taken from the office before supplying., sieving mesh with wooden side frame with stand mechanism of size 2 feet x 5feet fabricated with ss304 ss316 stainless steel wire mesh of approved aperture and gauge securely fixed to a rigid hardwood frame teak neem or treated pine resistant to moisture decay and heavy usage. the unit shall be mounted on a sturdy wooden stand mechanism for convenient operation ensuring stability during sieving of sand surkhi lime and other construction materials used in conservation works. the mesh shall be corrosion resistant durable and free from defects complete as approved by the engineer in charge., plastic water storage pot supply of portable water storage pot manufactured from food-grade virgin high density polyethylene hdpe, polypropylene pp or pet plastic, free from bpa and harmful chemicals, suitable for safe storage of drinking and construction water. the pot shall be durable, leak-proof, uv resistant and provided with a tight fitting screw lid and leak proof plastic tap or dispensing arrangement, with integrated top handle or side grips for easy handling and transportation, complete as approved by the engineer in charge, water storage plastic drums 200l to 200 liters capacity, made of hdpe plastic, corrosion resistance, uv stability, and lightweight 8to10 kg empty removable lid with a metal or plastic locking ring clamp for easy filling, cleaning, and access. the material sample approval should be taken from the office before supplying, pvc water drum 2000 liters capacity of 2000 liter pvc water drum or tank typically feature like durable uv stabilized plastic cylindrical shapes varying thickness for strength and offering strong corrosion resistant storage for drinking industrial or agricultural water needs with options for multiple layers and specific fittings., supply of 2 hp single phase electric motor operating on 220to 240 v ac, 50 and 60 hz power supply, delivering 1.5 kw output with a rated speed of 1440 rpm 4pole or 2800 rpm 2pole and full-load current of 9.2 to 12 a. the motor shall be manufactured with 100 percentage copper windings, enclosed in a totally enclosed fan cooled tefc casing with ip55 protection against dust and water ingress, suitable for continuous operation in construction and conservation works, complete as approved by the engineer in charge., tarpaulin sheet 30 feet x 40 feet high-density polyethylene (hdpe) or multi-layered cross laminated (mlcl) materials, often with 120 gsm to 250 gsm (grams per square meter) thickness for durability, 100% waterproof and weatherproof and uv stabilized/protected (essential for long-term outdoor exposure)., disposable face mask supply of disposable 3ply non woven face mask comprising an outer hydrophobic spun bond non woven layer, a middle high density melt blown polypropylene filtration layer with bacterial filtration efficiency (bfe) of 95 to 99percentage, and an inner soft hydrophilic non woven layer for enhanced comfort. the mask shall be provided with high elastic soft ear loops and an integrated flexible plastic or aluminium nose clip to ensure a secure fit and minimize leakage, suitable for protection against dust and airborne particles during conservation and construction works, complete as approved by the engineer in charge., safety belt-- full-body harnesses (fbh) for fall arrest (dorsal d-ring), made from high-tenacity polyester and nylon webbing (min 44mm wide, 3mm thick) that withstands high tensile loads, featuring corrosion-resistant hardware, ergonomic padding, adjustable straps, and certifications like ce bis iso, ensuring comfort, proper fit, and critical fall-arrest force absorption for working at heights as per is 3521. (the material sample approval should be taken from the office before supplying), hammer 2kgs head with handle - head is hardened and tempered, typically ranging from hrc 48 to 58 for optimum toughness and to prevent shattering. square, double-faced, or hexagonal head with flat striking surfaces, handel made up of high-quality hardwood. two-colour carbon fiberglass shaft designed to absorb shock and reduce hand fatigue., chisel made up of high grade alloy steel, chrome vanadium crv steel or carbon steel for high durability. induction hardened tips around hrc 63 to 65. bevel edged, flat or pointed edge. the material sample approval should be taken from the office before supplying., sharping charges of chisel 5nos x 2times providing sharpening charges for 5 numbers of chisels, each sharpened twice, using mechanical grinding equipment to restore the cutting edge and maintain the required sharpness, profile and temper suitable for stone dressing, brick cutting and conservation works, complete as directed by the engineer-in-charge., gunny bags supply of good quality bt will woven jute gunny bags conforming to is 12650 into 2018 (standard btwill) or is 16186 2014 (lightweight sacking), having nominal dimensions of 94 cm x57 cm or 112 cm x 67.5 cm, fabricated from natural jute fibre with 3ply heracles stitched safety seams, durable and free from defects, suitable for storage and transportation of construction materials and for use in curing works during conservation works, complete as approved by the engineer in charge, aluminium wire 90m coil supply of pvc insulated aluminium wire in 90 metre coil of approved size 7 bar 20, manufactured with high-quality aluminium conductor and durable pvc insulation, providing safe, reliable and efficient current flow with good heat resistance. the wire shall be lightweight, flexible and easy to installation , suitable for domestic, commercial and light electrical wiring applications, complete as approved by the engineer-in-charge, switch box 4 module, switch and socket supply of 4 module modular switch box manufactured from fr grade polycarbonate for surface mounting or galvanized iron gi sheet for flush mounting, measuring approximately 135 mm x 75 mm to 150 mm x 90 mm, suitable for accommodating up to 4 modular units comprising switches and sockets. the switches shall have a current rating of 6a bar 10a or 16a 20a 25a as required, with a voltage rating of 240to 250v ac, 50 hz, and the socket shall be 6a or 16a shuttered type with child safety mechanism. the switch box shall be durable, corrosion resistant and suitable for indoor electrical installations, complete as approved by the engineer in charge., bulb led 18w supply of 18 w led bulb suitable for operation on 220 to 240 v ac, 50 hz power supply, having a minimum luminous flux of 1620 to 1908 lumens with an efficacy of 90 to 106 lumens and w. the bulb shall have a power factor of not less than 0.90, colour rendering index cri of 80 ra, surge protection of 2.5 to 4 kv, and an average service life of up to 25,000 hours, suitable for energy efficient indoor illumination, complete as approved by the engineer in charge., pointing trowel supply of professional quality pointing trowel with 150 mm 6 inch long and 75to80 mm wide blade, manufactured from high carbon steel or hardened mild steel with rust-resistant coating and blade thickness of approximately 1.0to1.2 mm. the trowel shall be fitted with a pvc or thermoplastic rubber tpr soft-grip handle of approximately 120to125 mm length, securely attached with a welded or riveted tang, lightweight and durable, suitable for accurate pointing, joint finishing and application of lime mortar in conservation works, complete as approved by the engineer in charge., wire brush supply of heavy-duty wire brush having an overall length of approximately 250 to 300 mm, provided with 3 or 4 rows of hardened carbon steel or iron wire bristles, securely stapled or embedded in a durable hardwood or moulded pvc handle. the brush shall be sturdy, corrosion resistant and suitable for manual cleaning of stone and brick masonry surfaces, removal of loose mortar, dirt, biological growth, rust stains and other surface deposits during conservation works, complete as approved by the engineer in charge., coir brush supply of 10 inch coir fibre handle brush fitted with 100 percentage naturally processed unbleached brown coir fibre bristles of 63 to 76 mm length, densely packed for effective scrubbing, securely fixed to a seasoned hardwood or country wood ergonomic handle. the brush shall be resistant to water, diluted acids and lime wash, biodegradable and free from plastic components, suitable for cleaning stone and brick masonry surfaces, removal of loose dust, lime deposits and surface contaminants during conservation and restoration works, complete as approved by the engineer in charge., transportation of materials providing transportation of approved construction materials from the source of supply to the work site by suitable vehicles, including safe loading, unloading, handling and stacking, ensuring the materials are protected from damage, contamination and moisture during transit, complete as directed by the engineer-in-charge., 50mm dia and 5mm thick hollow ms pipe supply of 50 mm diameter and 5 mm thick mild steel (ms) hollow pipe conforming to is 1161 or is 4923, manufactured from low carbon steel by the electric resistance welded (erw) process or seamless construction, having a minimum yield strength of 240 mpa and tensile strength of 410 mpa. the pipe shall be supplied in standard lengths, true to size, straight, free from dents, cracks and surface defects, with black or hot-dip galvanized finish as specified, suitable for fabrication of grills, railings, fencing, supports and other structural components in conservation works, complete as approved by the engineer-in-charge, 2 nos ms steel 15mm thick inter lock chainage supply of 2 numbers of mild steel ms interlocking chainage plates, manufactured from 15 mm thick ms plates conforming to is 2062 grade e250 a andb, precision cut by laser or cnc process and provided with accurately machined interlocking arrangement for secure and slip free coupling. the plates shall have a minimum yield strength of 250 mpa and tensile strength of 410 to 540 mpa, with high visibility engraved or punched chainage markings as per approved drawings, suitable for alignment, chainage marking and structural applications in conservation works, complete as approved by the engineer in charge, supply of synthetic enamel paint based on modified alkyd resin, having a high gloss finish minimum 85 percentage at 60 degree angle, with 40to 45percentage volume solids and suitable viscosity for brush, roller or spray application. the paint shall provide a dry film thickness of 20 to 35 microns per coat with a theoretical coverage of 10 to 15 m square per litre per coat, and shall be compatible with approved enamel thinners. it shall possess good adhesion, flexibility, resistance to moisture, water, oils, mild industrial fumes and intermittent salt spray and suitable in conservation works, complete as approved by the engineer in charge, carriage of rubbish item providing carriage of rubbish, debris, dismantled materials and other unserviceable waste generated during conservation works from the work site to an approved disposal location by suitable means of transport, including safe loading, unloading and disposal in accordance with local regulations, ensuring the monument premises are kept clean and free from obstructions, complete as directed by the engineer-in-charge.
Agency / Dept :
archaeological survey of india ASI
Due Date :
Sep 11, 2026
Tender Value :
34.41L
View Documents
T18 Ref No : 17094207
Location : vemula , andhra pradesh
Source : GEM Tenders
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 07, 2026
Tender Value :
172Cr
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T18 Ref No : 17397108
Location : chhatarpur , madhya pradesh
Source : GEM Tenders
Tender For RAW MATERIAL - Teak Wood 260x75x50mm , Teak Wood 300x260x25mm , Teak Wood 350x20x20mm , Teak Wood 3inch x 3inch x 3 inch , Teak Wood 450x60x40mm , Teak Wood 4inch x 4inch x 2 inch , Teak Wood 4inch x 6inch x 1.5 inch , Teak Wood 600x100x25mm , Teak Wood 6inch x 4inch x 2 inch , Teak Wood 800x50x50mm , Teak Wood 900x100x100mm , Teak Wood 900x450x18mm , 2 PIN TOP 6amp , 3 PIN TOP 16amp , 3 PIN TOP 6amp , 9 V BATTERY FOR MULTIMETER , Abro Tape , ALUMINIUM LUGS 6mm to 16mm , ALUMINIUM WIRE 1.5mm , ANGLE HOLDER , BATTEN HOLDER , Battery AA Wall Clock , Battery AAA Remote , BATTERY AS 70AH , Beat Plain 1inch , BED SWITCH , Bend PVC 1inch , BOARD FUSE , BRAKE FLUIDS , CABLE CLIP , Canon Cartej 071 , CASING CAPING 1inch , CASING PIN PVC BATTEN OVAL CASING CLIP , CHEMICAL COMPOUND FOR FASTENER , COPPER LUGS 6mm to 16mm , COPPER WIRE 1.5mm , COPPER WIRE 1mm , COPPER WIRE 2.5mm , COPPER WIRE 35swg , COPPER WIRE 4mm , COPPER WIRE 6mm , DEILL BIT CONCREAT WALL TYPE 6mm , DIFFERENT TYPE GASKET MATERIAL , DIFFERENT TYPE OF OIL SEAL AS , DUMMY SWITCH Modular Type , Emery paper 100No. , EMERY PAPER 30-60 GIRT, 80-- 120 AS , Emery paper 80No. , ENGINE COOLANT AS , ENGINE OIL , FALL CEILING LED LIGHT 1.5x1.5 40watt , FAN CAPACITOR 2.5mfd , FAN CAPACITOR 3.15mfd , FAN REGULETOR Modular Type , Fevicoal , File Cover , FILM PAPER 7mm , FLEXIBLE WIRE 23x76 , G.I. 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foot , RADIATOR COOLANTS AS , RESITANCE SET 1-1000ohm , SAND PAPER , SCREW 1.5inch , SCREW 1inch , SCREW 6x25mm , SLEEVES 4mm to 6mm , SOCKET 16amp Modular Type , SOCKET 16amp Screw Type , SOCKET 6amp Modular Type , SOCKET 6amp Screw Type , SOLDERING FLUX 10grm , SOLDERING WIRE 60x40 40grm , SPST SWITCH , STEEL WIRE BRUSH 50x150MM , STREET LIGHT LED TYPE 50watt , SUN MICA SHEET 10x12 , SUN MICA SHEET 7x4 , SUN MICA SHEET 8x10 , SWITCH ONE WAY 16amp Modular Type , SWITCH ONE WAY 16amp Screw type , SWITCH ONE WAY 6amp , SWITCH ONE WAY 6amp Modular Type , Tarpin Oil , TERMINAL PLATE PORCELAIN 16amp 6way , THREE PIN SOCKET WITH MCB 32amp , TOGGAL SWITCH , TOW WAY SWITCH 16amp Screw Type , TUBE LIGHT LED TYPE 20watt , Weight Machine 500kg with Platform type Size 2x2 , White Mitti , WOODEN BOARD 10x12 , WOODEN BOARD 7x4 , WOODEN BOARD 8x10 , Yellow Mitti, Teak Wood 260x75x50mm, Teak Wood 300x260x25mm, Teak Wood 350x20x20mm, Teak Wood 3inch x 3inch x 3 inch, Teak Wood 450x60x40mm, Teak Wood 4inch x 4inch x 2 inch, Teak Wood 4inch x 6inch x 1.5 inch, Teak Wood 600x100x25mm, Teak Wood 6inch x 4inch x 2 inch, Teak Wood 800x50x50mm, Teak Wood 900x100x100mm, Teak Wood 900x450x18mm, Plug Top 6A, 2 Pin, ISI Certified, Sleek White Finish, Ideal for ACs, Geysers, Washing Machines, Plug Top 16A, 3 Pin, ISI Certified, Sleek White Finish, Ideal for ACs, Geysers, Washing Machines, Plug Top 6A, 3 Pin, ISI Certified, Sleek White Finish, Ideal for ACs, Geysers, Washing Machines, 9V Battery for Multimeter 9 Volt Electronics Battery Best Batteries for Voltage Testing Device Batteries for Toys, Abro Tape, ALUMINIUM LUGS 6mm to 16mm, Single Core Wire, 90 Meters, Cable for Home and Domestic Industrial Connection purpose, High Conductivity, Heat-Resistant, Aluminium Service Cable Wire 1.5mm, Angle Holder Bakelite Polycarbonate Fancy Lamp Holder Angle Type ISI Certified White Secure Bulb Fit Ideal for Wall Ceiling Mount, Battern Holder Bakelite Polycarbonate Fancy Lamp Holder Angle Type ISI Certified White Secure Bulb Fit Ideal for Wall Ceiling Mount, AA Zinc Carbon Batteries, AAA Zinc Carbon Batteries, BATTERY AS 70AH, Beat Plain 1inch, Bed Switch 6A, 240V Flush Type Switch, Deluxe 100W SBL Load, IP20, White, Heavy Duty PVC Bend 1inch, BOARD FUSE for Mica board, BRAKE FLUIDS, PVC Batten Flat Casing Cable Iron Nail Batten Gitti Durable Flat Clips, Canon 071 Black Toner Cartridge for i-SENSYS LBP122dw, i-SENSYS MF275dw & i-SENSYS MF272dw, PVC Cassing Capping 25 mm White PVC Conduit Pipe, for False Ceiling, CHEMICAL COMPOUND FOR FASTENER, COPPER LUGS 6mm to 16mm, PVC copper wire 1.5mm Pro FR Electrical Wire, 90 Meter Fire Resistant Single Core PVC insulated Pure Copper Wire, Anti Rodent Anti Termite Flexible Wire for Connections, PVC copper wire 1mm Pro FR Electrical Wire, 90 Meter Fire Resistant Single Core PVC insulated Pure Copper Wire, Anti Rodent Anti Termite Flexible Wire for Connections, PVC copper wire 2.5mm Pro FR Electrical Wire, 90 Meter Fire Resistant Single Core PVC insulated Pure Copper Wire, Anti Rodent Anti Termite Flexible Wire for Connections, Winding Wire Copper Super Enamelled Copper Winding Wire 35 SWG, PVC copper wire 4mm Pro FR Electrical Wire, 90 Meter Fire Resistant Single Core PVC insulated Pure Copper Wire, Anti Rodent Anti Termite Flexible Wire for Connections, PVC copper wire 6mm Pro FR Electrical Wire, 90 Meter Fire Resistant Single Core PVC insulated Pure Copper Wire, Anti Rodent Anti Termite Flexible Wire for Connections, DEILL BIT CONCREAT WALL TYPE 6mm, DIFFERENT TYPE GASKET MATERIAL, DIFFERENT TYPE OF OIL SEAL AS, 1 Module Modular Socket Plate Premium ABS Wall Plate for Covering Unused Switch Slots Home and Office Use White, Emery paper 100No., EMERY PAPER 30-60 GIRT, 80--120 AS, Emery paper 80No., Coolant Ready mix (Cars) JIS K 2234 Class 2, ASTM D3306, Engine Oil Stop-Start 20W 40 Engine Oil for Petrol, Diesel and CNG Cars, Polycarbonate Garnet 40W Square LED Wave Panel Light for Ceiling Neutral White Light (4000K) Ultra-Slim Design Recessed Down Light for False Ceiling Pop Ceiling Light Cutout, Capacitors 2.5 mfd Electrolytic and Ceramic passive, 7-Step Fan Regulator (Pack of 3) - 1M Non-Modular Speed Controller for Ceiling Fans - 7 Speed Settings, White, 240V AC, 100W - Ideal for Home, Office, Fevicoal, Multicolor Spring File Board/Cobra File Folder for Documents, Files for Certificate and Documents, Insulation Paper Sheet Class F 155degree Electrical Insulation Paper Flame Resistant High Dielectric Aramid Sheet for Motor & Transformer (90cm x 30cm) -7Mils, Flexible Copper Electrical Wire 23x76 Heavy Duty Multi Strand Copper Cable for Home and Domestic Wiring, Durable Insulated Electric Wire, GI Galvanized Binding Wire for Gardening, Home DIY, Electrical, Construction or multipurpose, GEAR OILS AS, Golden Brown Paint, HACKSAW BLADE, Half Round Beat 0.75inch, Half Round Beat 1.25inch, 1000 Watt Electric Heating Element Coil Replacement Kit - Includes 1000W Coiled Heater Wire, 1500 Watt Electric 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Saddle Clamp Tube Pipe Clip, Ply Board 6x3x32mm, Ply Board 8x4x12mm, Ply Board 8x4x18mm, Primer Wooder, Puti for Wooden, Heavy Duty PVC Pipe 1inch, RADIATOR COOLANTS AS, Resistors 1-1000ohm passive, two-terminal electrical components that limit or regulate the flow of electric current in a circuit, Sanding Emery Paper Grit 100Coarse Brown Sandpaper for Wood, Metal, Walls and DIY Finishing Medium Size, Emery Material, Paper Backing, Wood Screws 1.5inch Fixing Wood, Plywood, Paster Boards Solid Stainless (100nos), Wood Screws 1inch Fixing Wood, Plywood, Paster Boards Solid Stainless (100nos), Drywall Gypsum Screw Sharp Point Phillips Bugle Head Pack, Sleeves 4mm to 6mm Fiberglass Insulation Sleeves, silicone coated, Wire sleeve, sleeve for good wire protection Expandable Heat Shrink Cable Sleeve, 5 pin Socket 16A, 240V (Modular Type ) Twin Socket, Durable and Stylish Electrical Outlet for Home and Office, White,, 5 Pin Socket 16A, 240V Twin Socket, Durable and Stylish Electrical Outlet for Home and Office, White,, 5 pin Socket 6A, 240V (Modular Type ) Twin Socket, Durable and Stylish Electrical Outlet for Home and Office, White,, 5 Pin Socket 6A, 240V Twin Socket, Durable and Stylish Electrical Outlet for Home and Office, White,, Solder Flux for Soldering Flux Paste for Electronics Rosin 2.12 Oz, 60x40 Tin Lead Solder Wire with Rosin Core for Electrical Soldering 0.8mm Diameter, 35g, Low Melting Point, Smooth Flow, High Conductivity (0.8mm), SPST Switch 2A 250V AC / 5A 120V AC, 2 Position ON-ON SPDT 3 Pin Panel Mount Metal Lever Switch for DIY Electronics, Automotive and Electrical Projects, STEEL WIRE BRUSH 50x150MM, Street Light 50W Waterproof IP66 Outdoor Cool White Lamp for Home Garden Parking Lot Road Pathway Highway Warehouse Factory Yard Driveway Pole Mounted LED, Sunmica Sheet10x12x0.8mm Laminates - Super White, Sunmica Sheet 7x4x0.8mm Laminates - Super White, Sunmica Sheet 8x10x0.8mm Laminates - Super White, Swithc one Way 16A, 240V (Modular Type ) Switch, Deluxe 100W SBL Load, IP20, White, Switch one way 16A, 240V (Flush Type) Switch, Deluxe 100W SBL Load, IP20, White, Switch one way6A, 240V (Flush Type) Switch, Deluxe 100W SBL Load, IP20, White, Swithc one Way 6A, 240V (Modular Type ) Switch, Deluxe 100W SBL Load, IP20, White, Tarpin Oil, 16A MCB Socket Combined Box Polycarbonate Electrical Gang Box with MCB and Universal Socket Wall Mounted Heavy Duty 220-240V Power Utility Box for Home, Office and Industrial Use, 32A MCB Socket Combined Box Polycarbonate Electrical Gang Box with MCB and Universal Socket Wall Mounted Heavy Duty 220-240V Power Utility Box for Home, Office and Industrial Use, Mini Toggle Switch 2A 250V AC / 5A 120V AC, 2 Position ON-ON SPDT 3 Pin Panel Mount Metal Lever Switch for DIY Electronics, Automotive and Electrical Projects, Swithc Two Way 16A, 240V (Modular Type ) Switch, Deluxe 100W SBL Load, IP20, White, 20w Led batten Coolwhite (6500k), Electronic Platform Weighing Scale 600x600mm Mild Steel 500kg Capacity, 50g Accuracy OIML R76 Compliant, ISO Certified Digital Weight Machine for Shop, Warehouse, Industrial Use, White Mitti, Yellow Mitti
Agency / Dept :
directorate general of training
Due Date :
Oct 09, 2026
Tender Value :
6
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  • 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 Wood Testing Service, you can build a highly profitable and stable pipeline of government clients.

Stop wasting time filtering through irrelevant notices. Our Wood Testing Service 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 Wood Testing Service 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 Wood Testing Service.
  • 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 Wood Testing Service 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 Wood Testing Service 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 Wood Testing Service 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 Wood Testing Service. 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 Wood Testing Service, 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 Wood Testing Service, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Wood Testing Service?

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 Wood Testing Service 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 Wood Testing Service?

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 Wood Testing Service, 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 Wood Testing Service is declared L1 and is generally awarded the contract

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