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6Latest Soft skilled Tenders List

Latest Soft skilled Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Soft skilled 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 Soft skilled 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 Soft skilled Tender Intelligence & Monitoring

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

We categorize Soft skilled 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 Soft skilled 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 Soft skilled 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 Soft skilled Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Soft skilled 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 Soft skilled Sector in 2026

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

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

Is EMD mandatory for all Soft skilled tenders?

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

What is the difference between a Soft skilled 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 Soft skilled tenders on Tender18?

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


Get Expert Support for Soft skilled 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 : 16874961
Location : jammu , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for rewind of submersible motor 7.5 hp , sub cable 4 sqmm 3 core complete. , gm bearing bush , water seal , cable seal , revolving disc , sand guard , dol bush , dol sleave , ss distance sleeve , rottar sleeve turning and grinding , coupling key , impellar key , t nut , guide bush , gm neck ring , nut bolts with washer , rubber packing flange of size 150 mm , cable jointing kit , painting of submersible pump set , ms column pipe 100 mm dia medium grade , labour charges for taking out and relowering , labour charges for opening cutting rewinding , supply installation testing and commissioning , material and labour for making , attending day to day emergency breakdowns , attending day to day emergency breakdowns complaints of damaged , material and labour pcc 1 , supply and fixing rotational moulded , material and labour for disconnecting , supply only anti friction heavy duty , material and labour for removing swt column pipes , material and labour for earthing , supply laying 50 mm bore steel water , supply and fixing in replacement , excavation in trenches not , returning filling in including spreading leveling , removing excavated soil to a distance, repair and replacement to submersible pump set, rewind of submersible motor 7.5 hp, sub cable 4 sqmm 3 core complete., gm bearing bush, water seal, cable seal, revolving disc, sand guard, dol bush, dol sleave, ss distance sleeve, rottar sleeve turning and grinding, coupling key, impellar key, t nut, guide bush, gm neck ring, nut bolts with washer 1 by 2 x 2 inch, rubber packing flange of size 150 mm, cable jointing kit, painting of submersible pump set, ms column pipe 100 mm dia medium grade of 3 mtr in length, labour charges for taking out and relowering the sub pump set from bore well, labour charges for opening cutting rewinding cleaning complete the sub pump for repairing and refixing the same after repairing, assembling testing complete, supply installation testing and commissioning in repairs of sathya sai dosing drum adjustable dozing pump including fixing complete, material and labour for making 100 percentage serviceable to the amf lt panel startor suitable for motors and submersible pump by tracing out defects and replacing unsv parts including control wiring complete. minor parts such as nuts, bolts, washers, thimbles etc shall be deemed to be included in the quoted rate., attending day to day emergency breakdowns complaints of damaged water supply lines of 15 to 25mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply., attending day to day emergency breakdowns complaints of damaged water supply lines of 40mm to 50mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply, attending day to day emergency breakdowns complaints of damaged water supply lines of 80mm to 150mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply, material and labour pcc 1 ration 3 ratio 6 type c1 using 20 mm graded stone aggregate for platform of motor and water storage tank size 1.5 x 1.5 x 0.4m etc incl fair finishing the exposed surfaces even and smooth without using extra cement including necessary form work complete., supply and fixing rotational moulded polyethylene water storage tank inner and out white five layers isi marked cylinderical vertical with closed top hoisted with threaded cap and fixed of capacity 2000 liters each including all accessories including taking down of old broken water tank complete., material and labour for disconnecting and removing the squirrel cage 3 phase 415 volts 50 hz induction motor of 7.5 hp capacity from its foundations by disconnecting electrical connections and motor couplers taking it to workshop for repair and dismantling and opening up of motor removing burnt out winding wires complete cleaning startor and rotor assembly, supply only anti friction heavy duty bearings suitable for 7.5 hp., material and labour for removing swt column pipes upto 100 mm dia with submersible flat cable of any type and dismantling and taking up down submersible pump and motor assembly of capacity 7.5 hp shifting to workshop and removing unserviceable spares replacing with new spares such impeller bushes distance bush seal etc of same specifications type model. removing burnt copper winding from motor and rewinding with same guage and type of insulation copper conductor winding wires and insulation sheets assembling back and testing for proper function including necessary machining works as required bringing back and reinstalling into the swt complete., material and labour for earthing in repalcement complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6.0mm thick buried directly in ground earth pit not less than 2.25 mtr deep below ground level with top edge of plate not less than 1.5 mtr below normal ground level connected to and including 25 x 4 mm galvanised earth strip by means of bolts nuts check nuts and washers of galvanised standard iron or steel all as specified or indicated in electrical, supply laying 50 mm bore steel water tubing medium grade galvanised with all fittings including short lengths laid in trenches complete with all fittings such as bends elbows tee short pieces connectors back nuts diminishing pieces caps and plugs unions etc including taking down old unsv pipe any type complete, supply and fixing in replacement direct on line starter in sheet metal enclosure for motor rating 415 volts 3 phase 50 hz 9-14 amps relay maximum range of capacity 7.5 hp complete, excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in soft loose soil complete, returning filling in including spreading leveling watering and well ramming in layer not exceeding 25 cms thick after laying and testing of cable complete, removing excavated soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above starting point complete
Agency / Dept :
indian army
Due Date :
Aug 31, 2026 (Expire Today)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026 (3 days left)
Tender Value :
172Cr
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T18 Ref No : 16174784
Location : jammu , jammu & kashmir
Source : GEM Tenders
corrigendum tender for rewind of submersible motor 7.5 hp , sub cable 4 sqmm 3 core complete. , gm bearing bush , water seal , cable seal , revolving disc , sand guard , dol bush , dol sleave , ss distance sleeve , rottar sleeve turning and grinding , coupling key , impellar key , t nut , guide bush , gm neck ring , nut bolts with washer , rubber packing flange of size 150 mm , cable jointing kit , painting of submersible pump set , ms column pipe 100 mm dia medium grade , labour charges for taking out and relowering , labour charges for opening cutting rewinding , supply installation testing and commissioning , material and labour for making , attending day to day emergency breakdowns , attending day to day emergency breakdowns complaints of damaged , material and labour pcc 1 , supply and fixing rotational moulded , material and labour for disconnecting , supply only anti friction heavy duty , material and labour for removing swt column pipes , material and labour for earthing , supply laying 50 mm bore steel water , supply and fixing in replacement , excavation in trenches not , returning filling in including spreading leveling , removing excavated soil to a distance, repair and replacement to submersible pump set, rewind of submersible motor 7.5 hp, sub cable 4 sqmm 3 core complete., gm bearing bush, water seal, cable seal, revolving disc, sand guard, dol bush, dol sleave, ss distance sleeve, rottar sleeve turning and grinding, coupling key, impellar key, t nut, guide bush, gm neck ring, nut bolts with washer 1 by 2 x 2 inch, rubber packing flange of size 150 mm, cable jointing kit, painting of submersible pump set, ms column pipe 100 mm dia medium grade of 3 mtr in length, labour charges for taking out and relowering the sub pump set from bore well, labour charges for opening cutting rewinding cleaning complete the sub pump for repairing and refixing the same after repairing, assembling testing complete, supply installation testing and commissioning in repairs of sathya sai dosing drum adjustable dozing pump including fixing complete, material and labour for making 100 percentage serviceable to the amf lt panel startor suitable for motors and submersible pump by tracing out defects and replacing unsv parts including control wiring complete. minor parts such as nuts, bolts, washers, thimbles etc shall be deemed to be included in the quoted rate., attending day to day emergency breakdowns complaints of damaged water supply lines of 15 to 25mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply., attending day to day emergency breakdowns complaints of damaged water supply lines of 40mm to 50mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply, attending day to day emergency breakdowns complaints of damaged water supply lines of 80mm to 150mm bore in distribution system and restoration of water supply by stopping the leakage occured by deputing skilled semi skilled man power for smooth functioning of water supply, material and labour pcc 1 ration 3 ratio 6 type c1 using 20 mm graded stone aggregate for platform of motor and water storage tank size 1.5 x 1.5 x 0.4m etc incl fair finishing the exposed surfaces even and smooth without using extra cement including necessary form work complete., supply and fixing rotational moulded polyethylene water storage tank inner and out white five layers isi marked cylinderical vertical with closed top hoisted with threaded cap and fixed of capacity 2000 liters each including all accessories including taking down of old broken water tank complete., material and labour for disconnecting and removing the squirrel cage 3 phase 415 volts 50 hz induction motor of 7.5 hp capacity from its foundations by disconnecting electrical connections and motor couplers taking it to workshop for repair and dismantling and opening up of motor removing burnt out winding wires complete cleaning startor and rotor assembly, supply only anti friction heavy duty bearings suitable for 7.5 hp., material and labour for removing swt column pipes upto 100 mm dia with submersible flat cable of any type and dismantling and taking up down submersible pump and motor assembly of capacity 7.5 hp shifting to workshop and removing unserviceable spares replacing with new spares such impeller bushes distance bush seal etc of same specifications type model. removing burnt copper winding from motor and rewinding with same guage and type of insulation copper conductor winding wires and insulation sheets assembling back and testing for proper function including necessary machining works as required bringing back and reinstalling into the swt complete., material and labour for earthing in repalcement complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6.0mm thick buried directly in ground earth pit not less than 2.25 mtr deep below ground level with top edge of plate not less than 1.5 mtr below normal ground level connected to and including 25 x 4 mm galvanised earth strip by means of bolts nuts check nuts and washers of galvanised standard iron or steel all as specified or indicated in electrical, supply laying 50 mm bore steel water tubing medium grade galvanised with all fittings including short lengths laid in trenches complete with all fittings such as bends elbows tee short pieces connectors back nuts diminishing pieces caps and plugs unions etc including taking down old unsv pipe any type complete, supply and fixing in replacement direct on line starter in sheet metal enclosure for motor rating 415 volts 3 phase 50 hz 9-14 amps relay maximum range of capacity 7.5 hp complete, excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in soft loose soil complete, returning filling in including spreading leveling watering and well ramming in layer not exceeding 25 cms thick after laying and testing of cable complete, removing excavated soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above starting point complete
Agency / Dept :
indian army
Due Date :
Jul 21, 2026
Tender Value :
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T18 Ref No : 16104663
Location : coimbatore , tamil nadu
Source : GEM Tenders
tender for supply of 2 mp ir varifocal indoor fixed colour dome camera as per nit , supply of 2 mp ir varifocal outdoor fixed ir colour bullet cameras as per nit , supply of 2 mp ir outdoor colour dome ptz camera as per nit , supply of 2 mp ir indoor colour dome ptz cameras as per nit , supply of 2mp ir outdoor box camera as per nit , supply of enterprice intelligent video management software with 250 camera license as per nit , supply of ai based video analytics software with license as per nit , supply of anpr with driver face capture connection license as per nit , supply of rack mountable video management server hardware as per nit , supply of rack mountable video analytics server hardware as per nit , supply of san storage with dual active-active controllers as per nit , supply of high-end workstation computer type a as per nit , supply of high-end workstation computer type b as per nit , supply of 55-inch led display as per in nit , supply of 32-inch display with work table as per nit , supply of multi functional laser printer, scanner as per nit , supply of 8 port kvm switch with integrated 17 inch display as per nit , supply of 2x10kva online ups smf batteries 30mins backup with each ups as per nit , supply of surveilance cctv 19 inch equipment rack 42u as per nit , supply of l3 switch as per nit , supply of l2 switch as per nit , supply of industrial gr. managed sw 8x1000 mbps and 2x1 ge sfp ports as per nit , supply of industrial gr. managed sw min 4 or more 1000 mbps poe plus and min 4 x 1gbe sfp as per nit , supply of led wall 2x4 matrix 55 inch thin bessel as per nit , supply and installation of 6u outdoor rack as per nit , supply and installation of 9u indoor rack as per nit , supply and installation of camera pole-height 2 meters as per nit , supply and installation of camera pole-height 4 meters as per nit , supply and installation of 12 port liu as per nit , supply and installation of 24 port liu as per nit , supply and installation outdoor ip 55 metal box as per nit , supply and laying of 06 core optic fiber outdoor armored cable as per nit , supply and laying of outdoor armored cat6 cable as per nit , supply and laying of indoor cat6 cable as per nit , supply and laying of 3 core 2.5 sq.mm armored power cable as per nit , supply and laying of 3 core 2.5 sq.mm unarmored power cable as per nit , supply and laying of 25mm 16 swg ms conduit as per nit , supply and laying of 25mm pvc conduit pipe as per nit , supply and laying of 100mm dia gi pipe class b as per nit , supply and laying of 40mm dia hdpe pipe as per nit , supply and laying of 25mm pvc reinforced flexible pipe as per nit , excavation in soft hard soil and backfilling as per nit , road cutting and backfilling as per nit , itc of above all items for complete system with all accessories, software, etc., and warranty 3 years as per nit, supply installation testing and commissioning replacement and augmentation of scctv system at coimbatore international airport, supply of 2mp varifocal indoor fixed colour dome camera ir complete with camera mount and all accessories, indoor housing (ip 54 or better), etc., as per specifications, supply of 2mp varifocal outdoor fixed ir colour bullet camera complete camera mount and all accessories, weather-proof housing (ip 66 or better), etc., as per specifications, supply of 2mp outdoor colour dome ptz camera ir complete with camera mount, and all accessories, outdoor weather-proof housing (ip 66 or better), etc., as per specifications, supply of 2mp indoor colour dome ptz camera ir complete with camera mount and all accessories, indoor housing (ip 54 or better), etc., as per specifications, supply of 2mp ip based outdoor 5-50mm box camera for anpr (to work with anpr software application) with mounting accessories and weather-proof housing (ip 66 or better), etc., as per specifications, supply of enterprice intelligent video management software(vms) with camera connection license-250 nos. and scalable video surveilance solution as per specifications, supply of ai based video analytics software along with camera connection license (facial recognition-10 nos, object left va detection-10 nos, intrusion detection-05 nos)., supply of anpr with driver face capture connection license, supply of rack mountable video management primary(2)/failover server (1) (application and database, recording) hardware with required accessories, operating system and anti-virus as per specification., supply of rack mountable video analytics server hardware with required accessories including operating system and anti-virus as per specification, supply of storage area network (san) with dual active-active controllers. sas/sata disk drives in raid-6 configuration and complete with all accessories, etc., as per specifications. continuous record of 250 cameras with h.265 or better quality of compression technology for all cameras for the period of 30 days. the offered storage shall be scalable to add additional 50% usable capacity within the same storage, no other upgrade should be required for desired scalability except for disk array enclosures and disk drives as required., supply of highend workstation computer type a (video wall) core ultra 7 265k, 4x16 gb ddr5 ecc ram, 1 tb ssd, nvdia rtx4000 20gb ada graphics card or higher and including client vms license ,os, antivirus, keyboard and optical mouse with neccessary components as per specifications, supply of highend workstation computer type b (operator workstation) core ultra 7 265k, 32 gb ddr5 ram, 1 tb ssd, nvdia rtx2000 16gb ada graphics card or higher and including client vms license ,os, antivirus, keyboard and optical mouse with neccessary components as per specifications, supply of 55-inch led display (24 x 7 operations) as per specifications, supply of 32-inch display with work table as per the detailed specifications, supply of multi functional laser printer, scanner, (a4 size 22ppm , b/w, support of latest windows , etc., as per specifiactions, supply of 8 port kvm switch with integrated 17 inch display for connectivity with servers in rack as per specification, supply of 10kva online ups in redundant configuration (quantity 2 x 10 kva) with smf batteries, 30mins of battery backup with separate battery bank for each ups, as per specifications, supply of surveilance cctv 19 inch equipment rack 42u including patch panel,cable manager, pdu as required accessories etc., complete as per specifications, supply of l3 switch(24 nos of 10gpbs fiber ports fully populated with required modules) with jack panel, sm optic fiber and cat6 patch cords and connectors etc., as required complete as per specifications, supply of l2 switch(24 nos. of 10/100/1000 mbps poe copper ports and 4 nos. of 10 gbps sfp ports fully populated with required modules) with 24 port jack panel, sm optic fiber and cat6 patch cords, connectors, etc., as required complete as per specifications, supply of industrial grade managed switch (8 nos. of 10/100/1000 mbps poe copper ports and 2 nos. of 1ge sfp ports fully populated with required modules) with 2 pole mcb(6a), sm optic fiber and cat6 patch cords, connectors, etc., as required complete as per specifications, supply of industrial grade managed switch (min 4 or more 10/100/1000 mbps poe+ ports and min 4 x 1gbe sfp uplink ports fully populated with required modules) with 2 pole mcb(6a), sm optic fiber and cat6 patch cords, connectors, etc., as required complete as per specifications, supply of led wall 2x4 matrix 55 inch thin bessel led video wall display (24 x 7 operations) for fully functional of video wall system that meets operational performance, complete with wall/ceiling/floor mounting arrangements as per specifications., supply and installation of 6u outdoor rack/wall mount with 6 socket 6/16 pdu, fan along with required mounting accessories as per specifications, supply and installation of 9u indoor rack/wall mount with 6 socket 6/16 pdu, fan along with required mounting accessories as per specifications, supply and installation of camera pole-height 2 meters as per specifications, supply and installation of camera pole-height 4 meters as per specifications, supply and installation of 12 port liu fully populated with modules/adapters as per site requirement and specifications, supply and installation of 24 port liu fully populated with modules/adapters as per site requirement and specifications, supply and installation of outdoor ip 55 metal box for camera fixing on pole as per specifications, supply and laying of optic fiber communication outdoor armored cable 06 core smf, 9/125 micro meter, 1000 mbps as per specifications, supply and laying of outdoor armored cat6 cable through pipe/hdpe/ms condict/pvc/gi on surface/recess/concealed with connectors, adapters, terminations etc., as per specifications, supply and laying of indoor cat6 cable through pipe/hdpe/ms condict/pvc/gi on surface/recess/concealed with connectors, adapters, terminations, etc., as per specifications, supply and laying of 3 core 2.5 sq.mm armored power cable through pipe/hdpe/ms condict/pvc/gi on surface/recess/concealed with connectors, adapters ,terminations etc., as per specifications, supply and laying of 3 core 2.5 sq.mm unarmored power cable through pipe/hdpe/ms condict/pvc/gi on surface/recess/concealed with connectors, adapters, terminations etc., as per specifications, supply and laying of 25mm dia, 16swg ms conduit (isi mark) with all bends, tees and other accessories as per specifications, supply and laying of 25mm dia pvc electrical pipe with all bends, tees, and other accessories as per specifications, supply and laying of 100mm dia gi pipe(class b) with all accessories on surface/recess, concealed as per specifications, supply and laying of 40mm dia hdpe pipe with required accessories as per specifications, supply and laying of 25mm pvc reinforced flexible pipe -as per specification, excavation in soft/hard soil with the required depth up to 600 mm & backfilling as per specifications, road cutting with the required depth up to 400 mm & backfilling as per specifications, installation, testing and commissioning of the complete system with required accessories of all cctv equipment including integration, networking, cabling, terminations, patch cords, necessary software, licenses, etc., configuration of individual equipment as per specifications, training and documentation at site. comprehensive onsite warranty for all above items for 03 years from the date of site acceptance test (sat) inclusive of all types of spares. deployment 01 skilled engineer and 01 support staff on general shift with good knowledge of it and scctv system on general shift 06 days in a week for operating and logging parameters and other routine maintenance of scctv system, as per manufacturer recommendations or/as per direction of officer in-charge during 03 years warranty/defect liability period.
Agency / Dept :
airports authority of india AAI
Due Date :
Jul 25, 2026
Tender Value :
Refer Document
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T18 Ref No : 16685310
Location : nagpur , maharashtra
Source : GEM Tenders
tender for concept planning design development , architectural drawings 3d views , biodiversity content preparation , acp entrance feature wall branding , acp interpretation panels with uv printing , maharashtra biodiversity gallery fabrication , frp wildlife models , biodiversity diorama habitat models , exhibition display cabinets , veneer wpc wall paneling , reception counter branding area , indoor outdoor signage system , false ceiling decorative elements , electrical works lighting system , furniture visitor seating , transportation logistics , installation commissioning , project management documentation , ms structural framework fabrication , scaffolding tools safety arrangements , skilled artisan sculptor charges , concept planning research content development , 3d design drawings visualization , frp giant honey bee models 2 nos , frp honeycomb ecosystem display , frp giant ant colony model , frp underground ant nest cross section , frp termite mound cut section , frp termite king queen soldier display , frp giant wasp nest display , educational life cycle models , acp platforms display structures , acp uv printed interpretation panels , led lighting electrical work , painting finishing protective coating , handcrafted 3d relief mural sculpting , frp reinforcement surface texturing , biodiversity wildlife heritage theme detailing , hdhmr board 18mm , pvc laminate sheet 1mm , hardware accessories , resin adhesive 100kg, handcrafted mural art, comprehensive thematic conceptual planning research layout design and creative strategy development for gallery exhibition, detailed 2d architectural structural layout drawings and high resolution 3d photo realistic rendered views, curated research documentation species identification and multilingual educational content development for exhibition, heavy duty aluminium composite panel acp entrance feature wall cladding 3mm thickness with laser cut branding and graphics, weatherproof 3mm acp interpretation signboards featuring direct high resolution uv digital graphic printing with clear protective coating, complete fabrication and structural setup of customized gallery exhibit enclosures display backdrops and partitioning, life size fiberglass reinforced plastic frp molded hand painted realistic wildlife fauna sculptures with protective pu coating, immersive 3d environmental diorama exhibits showcasing natural forest ecosystems flora and fauna habitats, toughened 8mm glass exhibition showcase display cabinets with internal led lighting and lockable access doors, decorative natural wood veneer or wood plastic composite wpc wall cladding 12mm thickness with protective surface finish, custom designed wooden reception desk with integrated front led backlight branding panel and laminate finish, directional and informational signage system made of 3mm acp acrylic and metal framework with protective coating, gypsum board or modular false ceiling with decorative architectural cutouts coves and ambient led light slots, complete electrical wiring circuit breakers spotlighting focus lights ambient led fixtures and switchboards, ergonomic heavy duty visitor benches chairs and modular gallery seating units with sturdy frame, safe packaging loading transit insurance freight and logistics for site delivery of gallery materials, on site assembly alignment structural fixing electrical testing and final commissioning of all exhibit components, end to end project supervision quality inspection timeline management and complete hand over documentation, mild steel ms hollow pipe 50mm x 50mm x 2mm and angle iron structural framework with anti rust primer coating, standard site scaffolding personal protective equipment ppe safety nets and specialized installation tools, professional charges for master sculptors artists muralists and specialized craftsmanship labor, detailed scientific research creative scriptwriting storyboarding and thematic narrative content creation, advanced 3d modeling walkthrough animation spatial layout design and render visualization, 2 nos life size enlarged hand sculpted fiberglass frp honey bee models length 60cm to 90cm with fine surface detailing and paint, fiberglass frp 3d honeycomb structure exhibit dimensions 120cm x 120cm depicting bee hive internal architecture and lifecycle, detailed 3d scaled up fiberglass frp ant colony exhibit displaying chamber structures and worker ants, cross sectional frp display panel dimensions 150cm x 120cm detailing underground ant nest tunnels chambers and soil ecosystem, full scale or scaled cross sectional frp termite mound exhibit height 180cm showing internal ventilation and chamber network, enlarged hand sculpted frp models depicting termite king queen and soldier caste morphological details with acrylic mounting, 3d sculpted fiberglass frp wasp nest exhibit height 90cm with detailed exterior texture and insect models, 3d multi stage educational models depicting biological lifecycles of insects and wildlife species, heavy duty 4mm acp fabricated display podiums platforms and base pedestals for exhibit mounting, high resolution direct uv printed graphics on durable outdoor grade 3mm acp sheets for exhibit narration, energy efficient spotlighting led strip illumination power cabling drivers and switch accessories, high durability polyurethane clear coat acrylic painting and anti glare surface protective treatment, custom hand sculpted 3d clay fiberglass relief wall mural portraying regional biodiversity and landscapes, structural fiberglass reinforcement layering smooth sanding and realistic natural surface texturing, artistic fine detailing hyper realistic painting texture enhancement and thematic heritage styling, 18mm high density high moisture resistance hdhmr grade engineered wood board density above 850 kg per cu m for durable carpentry work, 1mm thick high pressure decorative pvc laminate sheet with anti scratch surface finish for panel overlay, heavy duty stainless steel ss304 hinges soft close channels screws brackets and assembly hardware set, 100 kg industrial grade synthetic resin adhesive for high strength wood and laminate bonding
Agency / Dept :
forest department FD
Due Date :
Aug 25, 2026
Tender Value :
Refer Document
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T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design drawings, fab
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 26, 2026
Tender Value :
172Cr
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Soft Skilled. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Soft Skilled sector is massive.

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

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

1.

How do I find government contracts exclusively matching my work in Soft Skilled?

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.

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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 Soft Skilled 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.

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How does the Dedicated Tender Expert from Tender18 help me?

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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 Soft Skilled?

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

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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 Soft Skilled is declared L1 and is generally awarded the contract

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