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9Latest Tree ties Tenders List

Latest Tree ties Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Tree ties 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 Tree ties 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 Tree ties Tender Intelligence & Monitoring

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

We categorize Tree ties 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 Tree ties 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 Tree ties 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 Tree ties Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Tree ties 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 Tree ties Sector in 2026

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

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

Is EMD mandatory for all Tree ties tenders?

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

What is the difference between a Tree ties 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 Tree ties tenders on Tender18?

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


Get Expert Support for Tree ties 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 : 16835395
Location : ghatshila , jharkhand
Source : GEM Tenders
LIVE TENDER
tender for demolishing r.c.c work , demolishing cement concrete , earth work , filling available excavated earth , filling in plinth with sand , plain cement concrete 1 isto 3 isto 6 , laying position cement concrete 1 isto 2 isto 4 , reinforced cement concrete work 1 isto 1.5 isto 3 , steel reinforcement , providing and fixing centering and shuttering , lintels or beams or plinth beams or chujja or griders or bressumers and cantilevers , structural steel work , brick work foundation and plinth , brick work in super structure , half brick masonry , 12 mm thick cement plaster 1 isto 6 , 15 mm thick cement plaster , 12 mm thick cement plaster 1 isto 4 , providing and fixing concertina coil , premium acrlic smooth exterior paint , chain link , supplying and laying painting with synthetic enamel paint , steel work in built up tubular , transportation of building rubbish , transportation of excavated earth , surface dressing , cleaning jungle , providing and applying priming coat with ready mixed wood, construction of boundary wall from sitadanga to jaduguda thana in ucil housing colony jaduguda, demolishing r.c.c work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 2 km lead as per direction of engineer in charge ., demolishing cement concrete mix 1 / 3 /6 as richer mix manually or by mechanical means including disposal of material within 1 km lead as per directions of engineer in charge ., earth work in excavation in foundation, trenches or drains not exceeding 1.50m in width or 10.00 sqm on plain including dressing of sites and ramming of bottoms, lift upto 1.50m including getting out the excavated soil and disposal of surplus excavated soil, including dewatering and directed with a lead of 500 m ., filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50 m., supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete of direction of the engineer in charge., providing and laying plain cement concrete1/3/6 - 1 cement /3 coarse sand / 6 graded stone aggregate 40mm nominal size in foundation plinth wherever necessary including desalinating finishing curing etc as per specification all complete but excluding the cost of centering and shuttering etc, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1 isto 2 isto 4 (1 cement / 2 coarse sand / 4 graded stone aggregate 20mm nominal size), providing and laying reinforced cement concrete work 1 isto 1.5 isto 3 - 1 cement /1.5 coarse sand / 3 graded stone aggregate 20mm down screened and washed including machine mixing placing in position and mechanically vibrating in columns pillars etc to any level and anywhere and like including preparing of the top surface finishing curing etc complete in all respects as per specification and direction of the engineer-in-charge, steel reinforcement for reinforced cement concrete work including transporting decoiling straightening derusting placing cutting to requiste length hooking bending to correct shape placing in proper position and binding with 16 gauge black annealed wire at every intersection including removal of loos rust and applying a coat of cement wash if necessary complete in all respects as per drawing and as directed, providing and fixing centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of column etc. for mass concrete., providing and fixing centering and shuttering including strutting propping etc and removal of form for - lintels beams plinth beams chujja girders bressumers and cantilevers, providing and laying structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete., providing and laying 1st class brick work with bricks of class designation 75 in foundation and plinth in cement mortar 1/6 -1 cement / 6 coarse sand including all complete as per specification drawing and direction of the eic., providing and laying best quality brick work in super structure upto floor two level 1/6- 1 cement / 6 coarse sand including curing scaffolding shuttering etc all complete. all materials including cement etc to be supplied by the contractor, half brick masonry with common burnt clay f.p.s non modular bricks of class designation 7.5 in foundations and plinth in cement mortar 1/4 - 1 cement / 4 coarse sand, providing and laying 12 mm thick cement plaster 1/6 -1 cement /6 fine sand all complete as per specifications. all materials including cement etc to be supplied by the contractor, providing 15 mm thick cement plaster to a rough side in cement mortar 1/6 - 1 cement / 6 fine sand including scaffolding ,raking the joints backing the surface finishing to correct lines, levels plumb curing as required ., providing and laying 12 mm thick cement plaster 1/4 - 1 cement / 4 fine sand with a floating coat of neat cement punning with redoxided powder all complete as per specification. all materials including cement etc. to be supplied by the contractor., providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron - y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape (r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg per sq. mm with tape (0.52 mm thick) and weight 43.478 gm per metre (cost of m.s. angle, c.c. blocks shall be paid separately) ., finishing walls with premium acrlic smooth exterior paint - whether coat with silicone additives of required shade - new work - two or more coats applied at the rate 1.43ltr per 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg per 10 sqm as approved by engineer in charge, providing and fixing g.i chain link fabric fencing of required width in mesh size 50 x 50 mm including straightening with 2 mm dia wire or nuts. bolts and washers as required complete as per the direction of engineer in charge. made of g i wire of dia 4mm ., supplying and laying painting with synthetic enamel paint / over two coats primer of approved brand and manufacturer two or more coats ., steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and two coat of synthetic enamel paint including welding and bolted with special shaped washers, locking arrangement etc. all complete. hot finished welded type tubes for single and double leaf entrance gates. size of gate - 3.50 m x 1.80 m -3 nos. size of gate - 1.20 m x 1.80 m -8 nos., transportation of building rubbish from working site to other area upto 2 km by mechanical transport including loading unloading and lift upto 2.20 m disposal of same to be leveled and neatly dressed as per instruction of engineer in charge ., transportation of excavated earth from working site to other area load upto 1 km by mechanical transport including loading unloading and lift upto 2 20 m disposal earth to be levelled and neatly dressed as per instruction of engineer in charge, surface dressing of the ground including removing vegetation and inequalities, clay etc., not exceeding 15cm deep and disposal of rubbish lead upto 500 m and lift upto 1 km, cleaning jungle including uprooting of rank vegetation , grass , brush wood ,trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared., providing and applying priming coat with ready mixed wood/ iron primer of approved brand (asian/berger/nerolac/ ici dulux) - iron work
T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
T18 Ref No : 16975965
Location : darjeeling , west bengal
Source : GEM Tenders
LIVE TENDER
tender for drugs and pharmaceuticals d ifa re 27 glucose test strip accu check instant s with one glucometer free with every 500 test strips , d ifa re 27 solution gluteraldehyde 2 , d ifa re 27 urine based screening test for drug abuse , d ifa re 27 hand disinfectant 32 dot 5 gm propanolol 1 18 gm etahol 0 dot 1 gm glutaraldehyde bott of 250 ml liq , d ifa re 27 inj human chorionic gonadodtropin 10000iu , d ifa re 27 liquid disinfectant each 05 lit contains sodium chloride 605 gm potassium chloride 10 gm sod bi carbonate 15 gm in buffer solution qs and stabilizer qs can of 5 ltr sterisol , d ifa re 27 micro infusion sets , d ifa re 27 spacer with mask for inhaler , d ifa re 27 steri strips box of 25 , d ifa re 27 paracetamol 250mg suppository , d ifa re 27 surgical hand antiseptic handrub with 1 chlorhexidine in alcohol based solution with moisturizer usfda approved 500 ml , d ifa re 27 ursodeoxy cholic acid special repair 300mg tab , d ifa re 27 wipes for surface disinfection in a dispenser alcohol based at least 40 ethanol aldehyde free packs of 100 120 wipes in each dispenser , d ifa re 27 netarluside eye drop , d ifa re 27 antimicrobial skin cleaning wipes polyhexanide based pack of 10 12 wipes , d ifa re 27 octyl methoxycinnamate oxybenzone titanium dioxide cream 60gm , d ifa re 27 niacinamide arbutin cosme vit dcx alpha melight microfine titanium dioxide cream 15gm , d ifa re 27 zinc oxide 25 cream 50gm , d ifa re 27 adaplene 1 bpo gel 2 dot 5 cream tube of 15 gm , d ifa re 27 amorolfine cream 30gm , d ifa re 27 hydroquinone 2 tretinoin 0 dot 025 flucinolone acetonide 0 dot 01 cream tube of 15gm , d ifa re 27 cream kojic acid 2 dot 0 vit c 2 dot 5 15gm , d ifa re 27 clindamycin 1 nicotinamide 4 cream tube of 15gm , d ifa re 27 clobetasol propinate 0 dot 05 lactic acid 12 cream 30gm tube , d ifa re 27 eberconazole cream 60gm , optiflow junior nasal cannula size medium , d ifa re 27 optiflow junior nasal cannula size large , d ifa re 27 freeze dried live attenuated hepatitis a 0 dot 5ml vaccine single dose vaccine , d ifa re 27 inj noval rabies monoclonal antibody containing docaravimav and miromavimab 1500iu 2 dot 5ml , d ifa re 27 stimuplex needle size 100 mm , d ifa re 27 stimuplex needle size 25 mm , d ifa re 27 stimuplex needle size 50mm , d ifa re 27 cpap disposable tubing with water chamber and humidifier chamber , d ifa re 27 neonatal ventilator disposable tubing and humidifier chamber , d ifa re 27 hhhfnc disposable circuit with humidifier , d ifa re 27 picc 1fr 28g , d ifa re 27 bipolar marryland vessel sealer 5mm , d ifa re 27 bipolar marryland dissecting forceps 5mm , d ifa re 27 cricothyrodotomy set 7 fr , d ifa re 27 pre sterile ambuscope 4 brocho slim compatible with multipurpose endoscopic advance monitor model 405011000 , d ifa re 27 pre sterile ambuscope 4 brocho regular compatible with multipurpose endoscopic advance monitor model 405011000 , d ifa re 27 pre sterile ambuscope 4 brocho large compatible multipurpose endoscopic advance monitor model 405011000 , d ifa re 27 ambuscope 4 broncho slim , d ifa re 27 ambuscope 4 broncho regular , d ifa re 27 ambuscope 4 broncho large , d ifa re 27 collagen granuels , d ifa re 27 closed suction catheter 12 fr , d ifa re 27 renys clip applicator , d ifa re 27 disposable perforator for craniotomy atraumatic tip 14mm , d ifa re 27 surgicell 2x3 inch , d ifa re 27 anti fog kit , d ifa re 27 disposable ferguson suction set of 4 , d ifa re 27 epistaxis balloon catheter size 7 dot 5cm , d ifa re 27 disposable ear speculum for otoscope adult , d ifa re 27 disposable ear speculum for otoscope paed , d ifa re 27 veritas dispoable bimanual irrigation aspiration cannula set , d ifa re 27 bowiedick indicator strip for checking autoclaving efficiency , d ifa re 27 disposable surgical suction yankeurs , d ifa re 27 skin patch buprenorphine transdermal 5mg , d ifa re 27 polypropylene mesh 15x15 cm microporous , d ifa re 27 laproscopic toothed grasper , d ifa re 27 synthetic absorbable polygalactin 910 polyglycolic acid size no dot 1 110 cm 1 2 circle rb 40 mm needle , d ifa re 27 disposable skin biopsy punch 5 mm , d ifa re 27 physiogenyl pca aquaxyl pca sodium pca magnesium pca zinc pca manganese pca 150gm , d ifa re 27 urea 10 agascalm sensolene cream 200gm , d ifa re 27 glucose test strip accu check active with one glucometer free with every 500 test strips , d ifa re 27 deca peptide 10mg lot 10ml bott , d ifa re 27 st johns wort boswellic acid extract lot 75ml , d ifa re 27 picc 4fr 28g with guide wire , d ifa re 27 ketoconazole 2 ichthyal pale d panthenol alovera 10 75ml shampoo , d ifa re 27 soln d 125 microgen , d ifa re 27 solution capixyl anagain richer hair solution 60 ml , d ifa re 27 tetrahydracurcumin 0 dot 1 pramocine hcl 1 calamine 8 aloevera gel 10 menthol 0 dot 05 camphor 0 dot 1 lotion bott of 60ml , d ifa re 27 lactic acid 10 paraffin 10 urea 10 50gm , d ifa re 27 sertaconazole 2 cream 30gm tube , d ifa re 27 blend of silicon vit e u dot v filters and amino acid serum bott of 50ml dot , d ifa re 27 niacinamide arbutin microfine titanium dioxide cream 20gm tube , d ifa re 27 sterile disposable breathable viral barrier reinforced wrap around gown with two hand towels with 100 cotton cuffs and does not allow fluid to pass large, glucose test strip accu check instant-s with one glucometer free with every 500 test strips, solution gluteraldehyde 2%, urine based screening test for drug abuse, hand disinfectant 32.5 gm propanolol-1-, 18 gm etahol, 0.1 gm glutaraldehyde bott of 250 ml liq, inj human chorionic gonadodtropin 10000iu, liquid disinfectant each 05 lit contains sodium chloride 605 gm , potassium chloride 10 gm , sod bi carbonate 15 gm in buffer solution qs and stabilizer qs can of 5 ltr(sterisol), micro infusion sets, spacer with mask for inhaler, steri strips, box of 25, paracetamol 250mg suppository, surgical hand antiseptic handrub with 1% chlorhexidine in alcohol based solution with moisturizer (usfda approved)- 500 ml, ursodeoxy cholic acid special repair 300mg tab, wipes for surface disinfection in a dispenser- alcohol based (at least 40% ethanol, aldehyde free), packs of 100-120 wipes in each dispenser, netarluside eye drop, antimicrobial skin cleaning wipes (polyhexanide based), pack of 10-12 wipes, octyl methoxycinnamate, oxybenzone,titanium dioxide cream 60gm, niacinamide, arbutin, cosme vit dcx, alpha melight,microfine titanium dioxide cream 15gm, zinc oxide 25% cream 50gm, adaplene 1% & bpo gel 2.5% cream, tube of 15 gm, amorolfine cream 30gm, hydroquinone 2%, tretinoin 0.025%, flucinolone acetonide 0.01% cream, tube of 15gm, cream kojic acid 2.0%, vit c 2.5% 15gm, clindamycin 1% & nicotinamide 4% cream, tube of 15gm, clobetasol propinate 0.05%, lactic acid 12% cream 30gm tube, eberconazole cream 60gm, glycolic acid 15% , urea 10% with fatty acids cream 50 gm, hydrocortisone 1%w/w cream 20gm tube, jojoba oil, pentavitin and hydranov cream 60gm,, octinoxate7.5%,niacinamide 4.0%, glycolic acid 3.0%, kojic acid dipalmitate2.5%, arbutin 1.5%, mulberry extract1%, tocopheryl acetate 1.0%, allantoin 0.4%, licoric extract 40%,tetrahydrocurcumin 0.05%, 30gm, shea butter, mango butter, cocoa butter dimethicone, propylene glycol, glycerine (75 gm), fluocinolone acetonide 0.01%,hydroquinone 4%, tretinoin 0.05%, 15gm, unival a,b ,tinosorb zinc oxide soft gel 75 gm, zinc oxide calendula oil allantoin 75 gm, calcipotriol 0.005%, clobetasol propionate 0.05% lot, 20ml bott., aloevera gel, light liquid paraffin,calamine, glycerine silicon oil lotion. 50ml bott, betamethasone 0.05% & zinc sulfate 0.5% lotion, 50ml bott, calamine 8%, aloe vera 10%, light liquid paraffin10%, olivem-800 lot, 60ml, cetearyl alcohol, butylene glycol, cetostearyl alcohol(cleansing lotion), hydroquinone,kojic acid,ascorbyl methylsilanol pectinate, alimimium silicate & lactic acid 15ml lot, methoxycinnamate, benzophenone 3, butylmethoxy dibenzolymethane, caprylic/capric triglyceride, glycerine cream 75 gm, aloevera,calamine & pramoxine lot, 100ml, kojic acid dipalmitate 2%, rumex occidentalis1% lot, 45gm, tacrolimus 0.01% cream/oint 10 gm, ciclopirox olamine 1% cream 30 gm, tretinoin 0.04% oint w/w, 20gm tube, sodium perborate monohydrate 50 % w/w solution (parasafe), serum vit k under eye serum 30 ml, ketoconazole 2% & zpto 1% shampoo, 75ml bott, ciclopirox 1% & zpto 1% 100 ml shampoo, flucinolone 0.01% shampoo 100 ml, solution minoxidil 5% alcohol free 60ml, clobetasolpropinate 0.05%,salicylic acid 6%,urea10%,lactic acid 5% oint 30gm, encapsulated hydroquinone, niacinamide 5%, lactic acid in cosmowax p base, 50gm., salicylic acid 2% face wash 60ml, kojic acid 2%, niacinamide 4%, soy isoflavones 0.2%, tettrahydrocurcumin 0.1% cream,tube of 15gm, glutathione, vit c, kojic acid wash, 70gm, aloevera, almond oil, vitamin e, turmeric oil, fortified with skin nurishers, light liquid paraffin & purified lanolin 80ml., l-ascorbic acid, hyaluronic acid, l-gluthathione, felrulic acid, ginkgo biloba, kakaduplum + exo.t , vitamin-c serum, bott. , 30ml, reistar 0.5%, lactic acid 12%, urea 5% and tetrahydrocurcumin 0.25% crelam, 50gm tube., urea 40% cream, jar of 50gm, minoxidil 5%+ finastride 0.1%+redensyl , bott of 60ml, minoxidil 2% lot, 60ml bott (alcohol free in aqua base), sunscreen, spf-55 (cyclopentasiloxane and dimethicone, crosspolymer,caprylyl methicone and peg-12, dimethicone/ppg-20 crosspolymer, ethylhexyl methoxycinnamate, cyclopentasiloxane and peg/ppg-18/18, dimethicone, methylene bis-benzotriazolyl, tetramethylbutylphenol, propylene glycol, diazolidinyl urea, lodopropynyl butylcarbamaste and butylated hydroxy toluene. tube of 50gm, aloevera 10% gel + 10% glycerine , bottle of 50 ml lpt, piroctoneolamine 0.5%, climbazole 1%, ketoconazole1%,100ml, ketoconazole ichthyal pale dpenthenol alovera 10, 75ml shampoo., soln betascrub 7.5% contains povidone iodine 7.5 % pack of 500 ml bott, apremilast 20mg tab, ferric carboxymaltose 1gm inj, vericiguat 2.5mg tab, vericiguat 5mg tab, optiflow junior nasal cannula size-small, optiflow junior nasal cannula size-medium, optiflow junior nasal cannula size-large, freeze dried (live) attenuated hepatitis-a 0.5ml vaccine, single dose vaccine, inj noval rabies monoclonal antibody containing docaravimav and miromavimab (1500iu/2.5ml), stimuplex needle size -100 mm, stimuplex needle size -25 mm, stimuplex needle size -50mm, cpap disposable tubing with water chamber and humidifier chamber, neonatal ventilator disposable tubing and humidifier chamber, hhhfnc disposable circuit with humidifier, picc 1fr/28g, bipolar marryland vessel sealer 5mm, bipolar marryland dissecting forceps 5mm, cricothyrodotomy set 7 fr, pre sterile ambuscope 4 brocho slim compatible with multipurpose endoscopic advance monitor , model-405011000, pre sterile ambuscope 4 brocho regular compatible with multipurpose endoscopic advance monitor model-405011000, pre sterile ambuscope 4 brocho large compatible multipurpose endoscopic advance monitor model-405011000, ambuscope 4 broncho slim, ambuscope 4 broncho regular, ambuscope 4 broncho large, collagen granuels, closed suction catheter 12 fr, renys clip applicator, disposable perforator for craniotomy atraumatic tip 14mm, surgicell 2x3 inch, anti fog kit, disposable ferguson suction set of 4, epistaxis balloon catheter size 7.5cm, disposable ear speculum for otoscope (adult), disposable ear speculum for otoscope (paed), veritas dispoable bimanual irrigation aspiration cannula set, bowiedick indicator strip for checking autoclaving efficiency, disposable surgical suction yankeurs, skin patch buprenorphine transdermal ( 5mg), polypropylene mesh 15x15 cm microporous, laproscopic toothed grasper, synthetic absorbable polygalactin 910/ polyglycolic acid size no.1 , 110 cm ,1/2 circle rb 40 mm needle, disposable skin biopsy punch 5 mm, physiogenyl pca, aquaxyl pca, sodium pca, magnesium pca, zinc pca & manganese pca 150gm, urea 10%,agascalm, sensolene cream 200gm, glucose test strip accu check active with one glucometer free with every 500 test strips, deca-peptide 10mg lot, 10ml bott, st johns wort, boswellic acid extract lot 75ml, picc 4fr/28g with guide wire, ketoconazole 2 ichthyal pale d panthenol alovera 10 75ml shampoo, soln d-125 microgen, solution capixyl, anagain richer hair solution 60 ml, tetrahydracurcumin 0.1%, pramocine hcl 1%, calamine 8%, aloevera gel 10%, menthol 0.05%, camphor 0.1% lotion, bott of 60ml, lactic acid 10% + paraffin 10% + urea 10%) 50gm, sertaconazole 2% cream, 30gm tube, blend of silicon, vit-e, u.v filters and amino acid serum bott of 50ml., niacinamide, arbutin, microfine titanium dioxide cream, 20gm tube, sterile disposable breathable viral barrier reinforced wrap around gown with two hand towels with 100% cotton cuffs and does not allow fluid to pass (large size), disposable tie-on face mask (4 ply) (compliant with usfda, iso 22609 & en14683 standards), skin patch buprenorphine transdermal ( 10mg), skin patch fentanyl transdermal ( 50 mcg), dual mesh 15 x 15 cm, diclofenac 50 mg & paracetamol 500mg tab, mesalamine 200mg tab, tamsulosin 0.2mg tab, voriconazole 400mg tab, patches ketoprofen transdermal patches, ophthalmoscope normal cell (large), acetyl hexa peptide-1, palmitoyl tetrapeptide-20, bott. , 60ml, glycolic acid 10%, arbutin 5%, kojic acid dippalmitate 2% cream, inno yellow peel,30ml, cyclopentasiloxane,zinc odxide,coco caprylate,dimethicone cross polymer, caprylil methicone. 50gm, aqua, glycerin, tripeptide-1, dimethicone, phenoxyethanol, acrylates/triethanolamine, 10gm, emu spray oil,clove oil,caffine,zinc oxide,copper tripeptide,magnesium oxide ,melatonin,bott of 50ml., cyclopentasiloxane cyclomethicone cetostearyl alcohol c 13 15 alkane glyceryl monostearate vitamin e acetate polysorbate, steri-strip 3m reinforced skin closures 6mmx75mm (box of 50), liposomal retinol, hyaluronic acid & liposomal glutathione, tube of 30gm, tranexamic acid 10% with 4% kojic acid cream, tube of 30gm, fluorescein sodium ophthalmic sterile strips pack of 100, tuberculin ppd 2tu inj for mantoux test, faropenem 150mg tab, clobetasol propionate 3% , salicylic acid 6% lotion 30ml, cyclopentasiloxane and dimethicone crosspolymer, dimethicone and dimethicone crosspolymer, caprylyl methicone and peg -12 dimethicone /ppg 20 crosspolymer , ethylhexyl methhocinnamate, cyclopentasiloxane (and) peg/ppg-18/18 dimethicone, methylene bis benzotriazolyl tetramethylbutylphenol (and) aqua (and) decyl glucoside (and) propylene glycol (and) xanthan gum ,c12-c15 alkyl benzoate, diethylamino hydroxybenzoyl hexyl benzoate, bis-ethylhexyloxyphenoal methoxyphenyl triazine, silica, glycogen and pentylenglycon and aqua ethylhexyl triazone, dimethicone/vinyl dimethicone crosspolymer (and) silica, butylated hydroxytoluene( phytospherix) technology 50ml, palm and coconut oil soap noodles triclosan ethyl lactate zinc pca salicylicacid manuka concentrate willow extract tea tree, chlorhexidine gluconate 4% containing detergent with bathing sponge for preoperative bathing, diclofenec sodium10 mg + methyl salicylate 150 mg + menthol 50 mg+ absolute alcohol 50 mg tube 15 gm, diclofenac sodium + methyl salicylate + menthol + absolute alcohol in nano emulsion, cross linked sodium hyaluronic acid, 1-2.9 mda, 22mg/ml, 4 ml, pfs, diclofenac diethylamine(4%) and absolute alcohol topical solution (non aqueous)qps- 15 ml, human chorionic gonadotrophin 5000iu inj, brimonidine tartrate 0.1% with cmc & soc in 5ml bott, carboxymethycellulose 0.5% with soc, glycerine, erythritol, levocarnitine in 10ml pack (optive), brimonidine tartrate 0.2% & timolol 0.5 % with with bak-ii, pack of 5ml, bmatoprost 0.3% + timolol 0.5% with bak 0.005% sodium chloride, dibasic sodium phosphate, citric acidin 3ml pack, prednisolone acetate 1% w/v microfine suspension with bak 0.006% in 10ml pack, diptheria, tetanus & acellular pertussis(dtap) single dose vaccine, infusion bag for epidural analgesic 300ml, bowie dick test pack ( class 2 indicator for vaccum leak test ), high efficiency rust remover for surgical instrument, bott of 1ltr, obstetrical elbow length gloves size-7.0, neonatal urinary catheter 12 fg (disposable), euroband pettiband (6x75mm), euroband pettiband (12x50mm), 3 piece iol 13.00 mm length (sensar), hydrocolloidal transparent dressing 10 x 10cm (comfeel dressing), endoscopic plain grasper with ratchet, endoloop polyglactin910 , violet, braided, sizee-1/0 , for lap surgeries, thermal paper for impedance audiometer

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T18 Ref No : 16139917
Location : ghatshila , jharkhand
Source : GEM Tenders
tender for title1 , title2 , title3 , title4 , title5 , title6 , title7 , title8 , title9 , title10 , title11 , title12 , title13 , title14 , title15 , title16 , title17 , title18 , title19 , title20 , title21 , title22 , title23, construction of boundary wall at aecs secondary at narwapahar mines, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by engineer in charge. all kind of soil, filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50m., clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared., providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth levelshelves,chajja,lintel,band,plain window sills,stsiarcase and spiral stair case above plinth level upto floor five level execluding the cost of centering,shuttering,finishing and reinforced with 1 ratio 1.5 ratio 3 1 cement 1.5 coarse sand 3 graded stone aggregate. 1 5 10 1 cement 5 coarse sand zone iii derived from natural sources 10 graded stone aggregate 40 mm nominal size derived from natural sources, providing and laying cement concrete in retaining walls, return walls, walls any thickness including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1 2 4 1 cement 2 coarse sand zone iii derived from natural sources 4 graded stone aggregate 20 mm nominal size derived from natural sources, centering and shuttering including strutting, propping etc and removal of form work for foundations, footings, bases for columns foundations, footings, bases for columns, centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete, centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers, centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts, steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo mechanically treated bars of grade fe 500d or more., steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo mechanically treated bars of grade fe 500d or more., providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. note cement content considered in this item is at the rate 330 kg per cum. excess or less cement used as per design mix is payable or recoverable separately all works upto plinth level, providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note cement content considered in this item is at the rate 330 kg per cum. excess or less cement used as per design mix is payable or recoverable separately. all works above plinth level upto floor v level., add for using extra cement in the items of design mix over and above the specified cement content therein., brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 6 1 cement 6 coarse sand, brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 6 1 cement 6 coarse sand, 12 mm cement plaster of mix 1 6 1 cement 6 coarse sand, 15 mm cement plaster on rough side of single or half brick wall of mix 1 6 1 cement 6 coarse sand, finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr per 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg per10 sqm, applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron steel works, painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work, providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length total length 90 m, having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape r.b.t. spring core 2.5mm thick wire of high tensile strength of 165 kg per sq.mm with tape 0.52 mm thick and weight 43.478 gm per metre cost of m.s. angle, c.c. blocks shall be paid separately, supplying at site angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
T18 Ref No : 16142134
Source : GEM Tenders
tender for sqmm as per tech spec , electrode holder for arc welding 600a capacity fully insulated type as per tech spec , plastic jerrican 20 ltr capacity made from hdpe as per tech spec , hss twist drill bit set 25 pcs 1mm to 13mm in 0.5mm increments as per tech spec , wooden handle for pick axe or mattock 900mm lock as per tech spec att , portable petrol chain saw guide bar 22 inch or 550mm as per tech spec att , replacemenent gude bar for chain saw 22 inch or 56 cm cutting length as per tech spec att , hand saw 16 inch or 400mm or 20 inch or 500mm blade length as per tech spec att , aluminium spirit level 12 inch must be rust proof and should have an extruded aluminium profile as per is 5706 of 1993. , paraquat dichloride 24 percentage sl non selective contact herbicide for weed control packing of 5 ltr pack as per tech spec , felling axe 1.0 kg nominal head weight as per tech spec att , felling axe 3.0 kg nominal head weight as per tech spec att , splitting maul or axe 5.0 kg head weight as per tech spec att , knapsack sprayer 15 litr capacity manually operated piston pump type as per tech spec , long handle sickel for tree branch or lopping or pruning blade length 300-350mm as per tech spec , telescopic tree pruner 1.8m to 3.0m extendable length as per tech spec , hand held regar tying tool or twister for 16 swg and 18 swg annealed binding wire as peer tech spec , telescopic ladder 20 ft extended height made from aluminium alloy as per tech spec att , pp nylon rope 24mm of 100 mtr long high strength light weight 3 strand twisted synthetic rope as per tech spec , hacksaw blade double ended, 300mm or 12 inch nominal length flexible grade for hand hacksaw frame as per tech spec , portable drill machine heavy duty,13mm chuck capacity, 650w min power input as per tech spec , barbed wire cutter or fencing plier 10 inch or 250mm, heavy duty combination type as per tech spec , cutting pliers of length 210 mm with high grade steel and serrated jaws and insulated handles , water leveling tube should be made of heavy duty, crystal clear flexible pvc as per tech spec , fawada of size 150 x 275mm made of high tempered iron mild steel as per tech spec , brick hammer with handle of nominal weight 1.2 kg made of high carbon steel fully killed as per tecch spec ,, tools, hand gloves leather of weight 500gm conforming to iso 21420 of 2020 of 1991 as per tech spec, multipurpose non-slip reusable gloves made of premium grade natural latex or synthetic nitrile rubber as per is-4770 of 1991 as per tech spec, shovel square conforming to is 274 part-1 and 2 of 1981 reaffirmed 2003 nose 14 gauge tata high carbon steel as per tech spec, brick trowel steel of professional grade with a blade length of 305 mm precision- forged from a single piece of high carbon steel as per tech spec, measuring tape of length 5m of 19mm width made of steel as per tech spec, measuring tape of length 30m made of steel as per tech spec, heavy duty 18 inch bolt cutter as per tech spec, collapsible y joint 10 ft long fabricated from ms tube as per tech spec att, collapsible y joint 12 ft long fabricated from ms tube as per tech spec att, ratchat spanner single socket 14mm combination type with 75 teeth ratchet mechanism for 5 deg swing arc as per tech spec, ratchat spanner single socket 13mm chrome vanadium steel 72 teeth ratchet, 12-point socket end as per tech spec, ratchat spanner single socket 12mm combination type chrome vanadium steel as per tech spec, iron cutter heavy duty bosch or equivalent as per tech spec att, abrasive cut off wheel 4 inch dia for angle grinder as per tech spec, abrasive cut off wheel 14 inch dia for chop saw 355mmx3.0mmx25.4mm bore as per tech spec, single piece aluminium ladder made from aluminium alloy 63400-wp as per tech spec att, aluminimum straight edge for floor plastering 50mm square 2mm thick and 1800mm long as per tech spec, portable arc welding machine as per tech spec, welding rod swr-10 size 3.15x350mm conforming to is 814 of 2004 as per tech spec, welding machine earthing cable single core flexible copper conductor 70 sqmm as per tech spec, electrode holder for arc welding 600a capacity fully insulated type as per tech spec, plastic jerrican 20 ltr capacity made from hdpe as per tech spec, hss twist drill bit set 25 pcs 1mm to 13mm in 0.5mm increments as per tech spec, wooden handle for pick axe or mattock 900mm lock as per tech spec att, portable petrol chain saw guide bar 22 inch or 550mm as per tech spec att, replacemenent gude bar for chain saw 22 inch or 56 cm cutting length as per tech spec att, hand saw 16 inch or 400mm or 20 inch or 500mm blade length as per tech spec att, aluminium spirit level 12 inch must be rust proof and should have an extruded aluminium profile as per is 5706 of 1993., paraquat dichloride 24 percentage sl non selective contact herbicide for weed control packing of 5 ltr pack as per tech spec, felling axe 1.0 kg nominal head weight as per tech spec att, felling axe 3.0 kg nominal head weight as per tech spec att, splitting maul or axe 5.0 kg head weight as per tech spec att, knapsack sprayer 15 litr capacity manually operated piston pump type as per tech spec, long handle sickel for tree branch or lopping or pruning blade length 300-350mm as per tech spec, telescopic tree pruner 1.8m to 3.0m extendable length as per tech spec, hand held regar tying tool or twister for 16 swg and 18 swg annealed binding wire as peer tech spec, telescopic ladder 20 ft extended height made from aluminium alloy as per tech spec att, pp nylon rope 24mm of 100 mtr long high strength light weight 3 strand twisted synthetic rope as per tech spec, hacksaw blade double ended, 300mm or 12 inch nominal length flexible grade for hand hacksaw frame as per tech spec, portable drill machine heavy duty,13mm chuck capacity, 650w min power input as per tech spec, barbed wire cutter or fencing plier 10 inch or 250mm, heavy duty combination type as per tech spec, cutting pliers of length 210 mm with high grade steel and serrated jaws and insulated handles, water leveling tube should be made of heavy duty, crystal clear flexible pvc as per tech spec, fawada of size 150 x 275mm made of high tempered iron mild steel as per tech spec, brick hammer with handle of nominal weight 1.2 kg made of high carbon steel fully killed as per tecch spec, cross cut saw 8 ft 2400mm long two man as per tech spec

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T18 Ref No : 16292592
Location : lucknow , uttar pradesh
Source : GEM Tenders
tender for raw material 6 bib cock , bobbin with case for sewing kit , bread board , brush 4 inch , brush flat 1by2 inch , brush flat 1by4 inch , button size 32 l , cable tie 25m , capacitor 2.5mfd , capacitor 4 mfd , capacitors , capacitors 10 mf , card scale for drafting kit , cat eye nail paint shills 6 no each unit , change over 5kv 4 pole havells , coneecting wire m tom f to f , coneecting wire m tom m to f , connecting wires , cotton 500gm , cotton fabric printed , cotton waste , cpvc pipe 25mm , dettol soap , dhoti , drafting card scale , drafting kit , drafting pin set , drafting pins , drawing drafting tempelate stencil , drill bit hss 9.8mm , elbow 25mm , emery paper 520 no , enamel paint , engine oil , emery cloths 120 no , emery cloths 400 no , emery paper 120 no , emery paper 180 no , emery paper 220 no , emery paper 320 no , emery paper 80 no , exterier emulstion paint , fabric scissors 10 inch , fabric scissors 8 or 10 inch , field book , figaro oil for body massage 1 ltr , file bastard 200mm , file cord file cleaning 200 to 250mm , file flat basterd 200mm , file flat second cut 200mm , file handle plastic mediam and small , floor trap , french carve set , funnel , fusible interlining belt roll 20 mtr , fusible interlining light weight cotton fabric , fusing canvas , grease , half round file 200mm , hand needle , hand wash liquid , health faset , herbal tree vitamin c facial kit , hexa blade 300mmx13mm , hexa blade 300mmx25.4m , hexa blade 300x25 mm , hexaframe gliding screw with nut 300mm , highlighter mix color , hss tool 1by2x6 , hss tool 13by8x6 , ic 7400 , ic base 15 pins , industrial machine needle 14 no , industrial machine needle 16 no , insulation tape , isolator 100amp 4 pole , led 5mm red and green , leg shaper , light weight fabric pockiting white , light weight fabric pockiting fabric white , long band , loop turner, brand
T18 Ref No : 16500364
Location : lucknow , uttar pradesh
Source : GEM Tenders
corrigendum tender for raw material 6 bib cock , bobbin with case for sewing kit , bread board , brush 4 inch , brush flat 1by2 inch , brush flat 1by4 inch , button size 32 l , cable tie 25m , capacitor 2.5mfd , capacitor 4 mfd , capacitors , capacitors 10 mf , card scale for drafting kit , cat eye nail paint shills 6 no each unit , change over 5kv 4 pole havells , coneecting wire m tom f to f , coneecting wire m tom m to f , connecting wires , cotton 500gm , cotton fabric printed , cotton waste , cpvc pipe 25mm , dettol soap , dhoti , drafting card scale , drafting kit , drafting pin set , drafting pins , drawing drafting tempelate stencil , drill bit hss 9.8mm , elbow 25mm , emery paper 520 no , enamel paint , engine oil , emery cloths 120 no , emery cloths 400 no , emery paper 120 no , emery paper 180 no , emery paper 220 no , emery paper 320 no , emery paper 80 no , exterier emulstion paint , fabric scissors 10 inch , fabric scissors 8 or 10 inch , field book , figaro oil for body massage 1 ltr , file bastard 200mm , file cord file cleaning 200 to 250mm , file flat basterd 200mm , file flat second cut 200mm , file handle plastic mediam and small , floor trap , french carve set , funnel , fusible interlining belt roll 20 mtr , fusible interlining light weight cotton fabric , fusing canvas , grease , half round file 200mm , hand needle , hand wash liquid , health faset , herbal tree vitamin c facial kit , hexa blade 300mmx13mm , hexa blade 300mmx25.4m , hexa blade 300x25 mm , hexaframe gliding screw with nut 300mm , highlighter mix color , hss tool 1by2x6 , hss tool 13by8x6 , ic 7400 , ic base 15 pins , industrial machine needle 14 no , industrial machine needle 16 no , insulation tape , isolator 100amp 4 pole , led 5mm red and green , leg shaper , light weight fabric pockiting white , light weight fabric pockiting fabric white , long band , loop turner, brand
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

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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Tree Ties. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Tree Ties sector is massive.

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

Work Dynamics in the Tree Ties Sector

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

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

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

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

1.

How do I find government contracts exclusively matching my work in Tree Ties?

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 Tree Ties 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 Tree Ties?

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 Tree Ties, 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 Tree Ties is declared L1 and is generally awarded the contract