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15Latest Lifting spreader Tenders List

Latest Lifting spreader Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Lifting spreader 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 Lifting spreader 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 Lifting spreader Tender Intelligence & Monitoring

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

We categorize Lifting spreader 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 Lifting spreader 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 Lifting spreader 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 Lifting spreader Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Lifting spreader 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 Lifting spreader Sector in 2026

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

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

Is EMD mandatory for all Lifting spreader tenders?

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

What is the difference between a Lifting spreader 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 Lifting spreader tenders on Tender18?

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


Get Expert Support for Lifting spreader 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 : 17682709
Location : sidhi , madhya pradesh
Source : GEM Tenders
LIVE TENDER
tender for earth work in excavation by mechanical means , filling available excavated earth ,excluding rock, , providing and laying in position cement concrete , providing and laying in position specified grade of reinforced cement concrete , steel reinforcement for rcc work including straightening , brick work with common burnt clay fps ,non modular, bricks , cement plaster 12 mm , providing and laying vitrified tiles in different sizes , providing and fixing 1st quality ceramic glazed wall tiles , providing and fixing factory made upvc , powder coated steel door frames , wall painting with premium acrylic emulsion paint of interior grade , finishing walls with acrylic smooth exterior paint , synthetic enamel paint, , constructing brick masonry septic tank of suitable capacity plaster , providing and fixing white vitreous china pedestal type , orissa pattern , providing and fixing white vitreous china flat back half stall urinal , providing and fixing wash basin with ci brackets , providing and fixing chlorinated polyvinyl chloride , providing and fixing pvc , swr pipes for soil , internal electrical installation, concealed pvc conduit wiring with copper frls wires , supply installation testing and commissioning of 1,5 hp single phase submersible pump set, construction of complete school toilet block at saskiya poorv madhyamik vidhayala, earth work in excavation by mechanical means ,hydraulic excavator,,manual means over areas ,exceeding 30 cm in depth, 1,5 m in width as well as 10 sqm on plan, including getting out and disposal of excavated earth lead upto 50 m and lift upto 1,5 m, as directed by engineer,in,charge, all kinds of soil,, filling available excavated earth ,excluding rock, in trenches, plinth, sides of foundations etc, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1,5 m,, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all work up to plinth level , 1,4,8 ,1 cement , 4 coarse sand , 8 graded stone aggregate 40 mm nominal size,,, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement , all work up to plinth level , 1,1,5,3 ,1 cement , 1,5 coarse sand , 3 graded stone aggregate 20 mm nominal size, ,rate includes design mix equivalent work up to roof level as per site requirement,,, steel reinforcement for r,c,c, work including straightening, cutting, bending, placing in position and binding all complete upto plinth level, thermo,mechanically treated bars of grade fe,500d or more,, brick work with common burnt clay f,p,s, ,non modular, bricks of class designation 7,5 in foundation and plinth in , cement mortar 1,6 ,1 cement , 6 coarse sand,,, brick work with common burnt clay f,p,s, ,non modular, bricks of class designation 7,5 in superstructure above plinth level up to floor v level in all shapes and sizes in , cement mortar 1,6 ,1 cement , 6 coarse sand,,, 12 mm cement plaster of mix , 1,6 ,1 cement , 6 fine, providing and laying vitrified tiles in different sizes ,thickness to be specified by manufacturer,, with water absorption less than 0,08, and conforming to i,s, 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1,3 ,1 cement, 3 coarse sand,, jointing with grey cement slurry3,3 kg,sqm including grouting the joint with white cement and matching pigments etc,, complete, size of tile 600,600 mm,, providing and fixing 1st quality ceramic glazed wall tiles conforming to is, 15622 ,thickness to be specified by the manufacturer,, of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer,in,charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1,3 ,1 cement , 3 coarse sand, and jointing with grey cement slurry3,3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete,, providing and fixing factory made upvc , powder coated steel door frames, shutters, windows, ventilators with necessary fittings, fixtures, glazing, locking arrangements complete as per approved drawings, ,composite item covering steel,pvc doors & windows,,, wall painting with premium acrylic emulsion paint of interior grade ,voc50 g,l, of approved brand two coats on prepared surface,, finishing walls with acrylic smooth exterior paint , premium acrylic exterior paint with silicone additives two or more coats over priming coat,, painting with synthetic enamel paint , deluxe multi surface paint two or more coats , on steel doors, frames, grills etc,, constructing brick masonry septic tank of suitable capacity ,approx, 10to15 users, as per is 2470 and cpwd specifications, including excavation, pcc bed, brick masonry in cm 1,4 , 1,6, internal cement plaster with waterproofing compound, rcc cover slab with manhole covers & frames, baffle walls, inlet,outlet pipes, ventilating pipe with mosquito proof cowl, and constructing soak pit filled with brick bats , aggregate complete as per standard design and direction of engineer,in,charge,, providing and fixing white vitreous china pedestal type , orissa pattern water closet with seat and lid, 10 litre low level white p,v,c, flushing cistern, including flush pipe, fittings & brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required, ,2 nos, wc cubicles 1 for boys , 1 for girls,,, providing and fixing white vitreous china flat back half stall urinal of size 580,380,350 mm with white pvc automatic flushing cistern, with fittings, standard size c,p, brass flush pipe, spreaders with unions and clamps ,all in c,p, brass, with waste fitting as per is , 2556, c,i, trap with outlet grating and other couplings in c,p, brass, including painting of fittings and cutting and making good the walls and floors wherever required, ,4 nos, urinals 2 for boys , 2 for girls,,, providing and fixing wash basin with c,i, brackets, 15 mm c,p, brass pillar taps, 32 mm c,p, brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required, ,2 nos, wash basins shared , one for each toilet block,,, providing and fixing chlorinated polyvinyl chloride ,cpvc, pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1,00 m spacing, this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge, internal work , exposed on wall, ,complete water supply lines,,, providing and fixing pvc , swr pipes for soil, waste and vent pipes including fittings, traps, floor traps, inspection chambers, testing and commissioning complete,, internal electrical installation, concealed pvc conduit wiring with copper frls wires, modular switches & sockets, led lights, exhaust fans, mcb db, earthing, testing & commissioning,, supply, installation, testing and commissioning of 1,5 hp single phase submersible pump set complete with stainless steel submersible pump and motor, hdpe,gi delivery pipe, nrv, gate valve, starter with overload protection, control panel, earthing, interconnection with 1000 l overhead tank, all accessories, labour, testing and commissioning complete,
Agency / Dept :
bharat earth movers limited BEML
Due Date :
Oct 19, 2026 (4 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 17613420
Location : jabalpur , madhya pradesh
Source : GEM Tenders
LIVE TENDER
tender for boq item no. 1 , boq item no. 2.1 , boq item no. 2.2 , boq item no. 2.3 , boq item no. 2.4 , boq item no. 2.5 , boq item no. 2.6 , boq item no. 2.7 , boq item no. 3 , boq item no. 4 , boq item no. 5 , boq item no. 6 , boq item no. 7 , boq item no. 8 , boq item no. 9 , boq item no. 10 , boq item no. 11 , boq item no. 12 , boq item no. 13 , boq item no. 14 , boq item no. 15 , boq item no. 16 , boq item no. 17 , boq item no. 18 , boq item no. 19 , boq item no. 20 , boq item no. 21 , boq item no. 22 , boq item no. 23 , boq item no. 24 , boq item no. 25 , boq item no. 26 , boq item no. 27 , boq item no. 28 , boq item no. 29 , boq item no. 30 , boq item no. 31 , boq item no. 32 , boq item no. 33 , boq item no. 34 , boq item no. 35 , boq item no. 36 , boq item no. 37 , boq item no. 38 , boq item no. 39 , boq item no. 40 , boq item no. 41 , boq item no. 42 , boq item no. 43 , boq item no. 44 , boq item no. 45 , boq item no. 46 , boq item no. 47 , boq item no. 48 , boq item no. 49 , boq item no. 50, boq consisting of 1 to 50 for amc of glf system at jabalpur airport, operation & maintenance of all electrical installations of glf system in operational area and ccr hall, perimeter lighting, dvor, localizer, glide path, old power house, cisf barracks etc. as per the list of installations available in tender documents appendix-a by deploying adequate man power as mentioned in additional terms & conditions of contract complete as per terms & conditons of contract etc. as required. highly skilled-1 skilled-10 un-skilled-11, supply of spare pcb cards for 30/15/10/7.5/5/4/2.5 kw, 6.6 amp, microprocessor type ccr (nasu make) complete etc. as required. main control card., supply of spare pcb cards for 30/15/10/7.5/5/4/2.5 kw, 6.6 amp, microprocessor type ccr (nasu make) complete etc. as required. power supply plus driver card, supply of spare pcb cards for 30/15/10/7.5/5/4/2.5 kw, 6.6 amp, microprocessor type ccr (nasu make) complete etc. as required.ttm card (set of 02 cards ), supply of spare pcb cards for 30/15/10/7.5/5/4/2.5 kw, 6.6 amp, microprocessor type ccr (nasu make) complete etc. as required.output pt 4000v / 10 volts., supply of spare pcb cards for 30/15/10/7.5/5/4/2.5 kw, 6.6 amp, microprocessor type ccr (nasu make) complete etc. as required.thyristor 250 rk 160, supply of spare pcb cards for 30/15/10/7.5/5/4/2.5 kw, 6.6 amp, microprocessor type ccr (nasu make) complete etc. as required.ti - 300 fuse, supply of spare pcb cards for 30/15/10/7.5/5/4/2.5 kw, 6.6 amp, microprocessor type ccr (nasu make) complete etc. as required.tr - 7 transformer primary 415, service/emergency visit by service engineer for repairing/rectification including calibration of all 30 kw to 2.5 kw mpccr within 48 hours of intimation of complaint and rectification of the fault as when required.(spare will be provided by aai)(the inventory of the ccrs as mentioned at page no. appendix-a of scc), annual maintenance contract of alcms & related systems including trouble shooting, repairing of control cards servicing of alcms system by repair or replacement of defective components & hardware such as touch screen, plcs, desktop pc, vault processor, associated components, providing software programming / re-programming support for rectification, carrying out routine / preventive maintenance during visit on half yearly/ emergency visit basis & providing full support & telephonic guidance during breakdown etc. for rectification as & when required to keep the system in acceptable functional and serviceable condition as per terms & conditions of contract . (this work should be carried out through oem.all hardware components required for servicing of alcms will be in scope of aai).(for 1st year), annual maintenance contract of alcms & related systems including trouble shooting, repairing of control cards, servicing of alcms system by repair or replacement of defective components & hardware such as touch screen, plcs, desktop pc, vault processor, associated components, providing software programming / re-programming support for rectification, carrying out routine / preventive maintenance during on half yearly/ emergency visit basis & providing full support & telephonic guidance during breakdown etc. for rectification as & when required to keep the system in acceptable functional and serviceable condition as per terms & conditions of contract . (this work should be carried out through oem. all hardware components required for servicing of alcms will be in scope of aai).(for 2nd year), supply of male ,female connector suitable form 2.5 sqmm secondary lead for extended runway fitting complete as per site requirement., supply of 5 kv grade plug and receptacle of type i class b connector suitable for field attachment with 5 kv grade pvc insulated pvc sheathed single core screened copper conductor cable of following size conforming to the relevant is / technical specifications etc. complete as required. (1 x 6 sqmm), supply of 150 w, 6.6 amps bi-pin halogen lamps suitable for ama make elevated runway light fixtures etc. as required., supply of bi-pin holder for 200/ 150/45 w halogen lamp suitable for ama make elevated runway light fixtures etc. as required., supply of converter for glf signages that can be operated from both circuits a & b along with provision of auto changeover from one circuit to another and suitable for existing signages installed at site etc. complete as required., supply of faa and icao compliant blue led module suitable for ama make medium intensity elevated omni directional taxi way edge light fixture, 6.6 amps with driver with all accessories etc. complete as required., supply of 200 w, 6.6a, single ended bi-pin halogen lamp suitable for use in ama make airfield lighting fittings (similar to osram make cat. no. 64386 or philips/narva make cat. no. 58373) etc. complete as required., supply of 105w, 6.6a, prefocus dichroic coated reflector lamp suitable for use in adb safegate make inset airfield lighting fixtures (similar to osram make cat. no. 64339a or philips/narva make cat. no. 58308) etc. complete as required., supply of terminal block assembly with fixing hardware (part ref, e1) suitable for adb safegate make inset light fixtures etc. complete as required., supply of mirror finish aluminium reflector suitable for ama make papi unit installed at site to meet icao/car specifications complete with all accessories etc. as required., supply of mirror finish aluminium reflector suitable for ama make elevated approach / threshold / end light fixtures installed at site to meet icao/car specifications complete with all accessories etc. as required., supply of green spreader lens / refractor front glass suitable for ama make apn type runway threshold light fixtures installed at site to meet icao/car specifications complete with all accessories etc. as required., supply of red spreader lens / refractor front glass suitable for ama make apn type runway end light fixtures installed at site to meet icao/car specifications complete with all accessories etc. as required., supply of clear spreader lens / refractor front glass suitable for ama make apn type approach light fixtures installed at site to meet icao/car specifications complete with all accessories etc. as required., supply of quick connect plug connector (m) kit for ocem sequence flashing light ffu / lefl lights complete with all accessories etc. as required., supply of ht tape roll having size 25 mm (w) x 9 m (l) etc. as required., rewinding, repairing and overhauling of following types of fans by using suitable gauge enamel copper wire, replacement of bearing (if required), baking, oiling, greasing, assembling, testing, to & fro transportation etc. as required. i/c less for dismantle wire. ceiling fan of all sizes, rewinding, repairing and overhauling of following types of fans by using suitable gauge enamel copper wire, replacement of bearing (if required), baking, oiling, greasing, assembling, testing, to & fro transportation etc. as required. i/c less for dismantle wire. exhaust fan up to 450 mm dia, dehydration and filtration of transformer oil at site by bringing the dehydration/ filtration machine at airport including testing oil for bdv and acidity before and after dehydration and filtration, submission of test report as required for 02 nos 500 kva, 33/0.433 kv transformers etc. complete job as required.the agency shall ensure that the test report after dehydration is in accordance with the relevant standards and statutory requirement (for 1st year), dehydration and filtration of transformer oil at site by bringing the dehydration/ filtration machine at airport including testing oil for bdv and acidity before and after dehydration and filtration, submission of test report as required for 02 nos 500 kva, 33/0.433 kv transformers etc. complete job as required.the agency shall ensure that the test report after dehydration is in accordance with the relevant standards and statutory requirement (for 2nd year), supply and top-up of new transformer oil compliant with is, 335,1993 in 500 kva, 33/0.433 kv rating transformer including submission of test certificate etc. complete as required., testing and calibration of gec alstom make idmt relays of type cdg-31 installed in ht/lt panel (02 oc +01 ef relay) with relay testing kit at airport site and submitting the test reports complete etc. as required. (for 1st year), testing and calibration of gec alstom make idmt relays of type cdg-31 installed in ht/lt panel (02 oc +01 ef relay) with relay testing kit at airport site and submitting the test reports complete etc. as required. (for 2nd year), overhauling, servicing & testing of l&t make acbs having capacity 800 a by oem or their authorized service dealer as per manufacturers reccomendations including supply of maintenance kit comprising grease, cleaner, dusters, scrubbers etc.complete as required. (for 1st year), overhauling, servicing & testing of l&t make acbs having capacity 800 a by oem or their authorized service dealer as per manufacturers reccomendations including supply of maintenance kit comprising grease, cleaner, dusters, scrubbers etc.complete as required. (for 2nd year), overhauling, servicing & testing of abb make 33 kv ht panel & vcb of rating 1250 a i/c testing & calibration of ref 615 & other auxiliary relays as per manufacturers recommendations including supply of maintenance kit comprising grease, cleaner, dusters, scrubbers etc.complete as required (for 1st year)., overhauling, servicing & testing of abb make 33 kv ht panel & vcb of rating 1250 a i/c testing & calibration of ref 615 & other auxiliary relays as per manufacturers recommendations including supply of maintenance kit comprising grease, cleaner, dusters, scrubbers etc.complete as required (for 2nd year)., rewinding of 3 hp submersible pump motor with suitable gauge copper wire including varnishing, baking etc. as required along with transportation from site to contractors workshop & back to site etc. complete as required. credit towards dismantled copper winding to be considered while quoting the rates., rewinding of 5 hp pump motor sets (submersible/ mono block) with suitable gauge copper wire including varnishing, baking etc. as required along with transportation from site to contractors workshop & back to site etc. complete as required. credit towards dismantled copper winding to be considered while quoting the rates., rewinding of 7.5 hp pump motor sets (submersible) with suitable gauge copper wire including varnishing, baking etc. as required along with transportation from site to contractors workshop & back to site etc. complete as required. credit towards dismantled copper winding to be considered while quoting the rates., rewinding of 15 hp pump motor sets (mono block ) with suitable gauge copper wire including varnishing, baking etc. as required along with transportation from site to contractors workshop & back to site etc. complete as required. credit towards dismantled copper winding to be considered while quoting the rates., lifting & lowering of submersible pump sets (up to 10 hp) from / in borewell (depth 400 to 450 feet) etc. complete as required., decorative lighting arrangement by approx. 250 nos series fairy led lights (each length approx. 10 to 12 mtr) & 100 nos. led par light (pleasant & colourful) on occasion of national festival, aai foundation day etc. on /near terminal building, atc tower building including transportation to & from site, installation, wiring, connections from nearest power source by aai etc. complete to the satisfaction of eic as required. (for 1st year)., decorative lighting arrangement by approx. 250 nos series fairy led lights (each length approx. 10 to 12 mtr) & 100 nos. led par light (pleasant & colourful) on occasion of national festival, aai foundation day etc.on /near terminal building, atc tower building including transportation to & from site, installation, wiring, connections from nearest power source by aai etc. complete to the satisfaction of eic as required. (for 2nd year)., painting of 7 metre height street light poles with 2 coats of aluminium paint including removal of rust, flakes etc. complete as required., carring out / making in-field measurement of intensity, beam spread, orientation, chromaticity, luminous factor, one time field alignment setting for inset/elevated type runway edge, elevated runway end, inset/elevated type threshold, inset/elevated type approach, papi airfield ground lights & mandatory / information signboards by using vehicle mounted mobile testing equipment system / frame reader, submission of colour print copy of duly certified test reports etc. as per requirement of icao/civil aviation requirement (car) section-4 aerodrome standard and technical specification etc. complete as required. during testing, replacement of lamps, filters, and lenses, wherever required, shall be carried out immediately. the final compliance report, confirming compliance with the applicable statutory requirements, shall be submitted. the scope of work shall also include cleaning and replacement of the lenses and filter and of the fittings the required spare parts shall be provided by aai. (for detail inventory of airfield ground lighting (agl) fixtures refer annexure a given at atc of the tender document) (for 1st year), carring out / making in-field measurement of intensity, beam spread, orientation, chromaticity, luminous factor, one time field alignment setting for inset/elevated type runway edge, elevated runway end, inset/elevated type threshold, inset/elevated type approach, papi airfield ground lights & mandatory / information signboards by using vehicle mounted mobile testing equipment system / frame reader, submission of colour print copy of duly certified test reports etc. as per requirement of icao/civil aviation requirement (car) section-4 aerodrome standard and technical specification etc. complete as required.during testing, replacement of lamps, filters, and lenses, wherever required, shall be carried out immediately. the final compliance report, confirming compliance with the applicable statutory requirements, shall be submitted. the scope of work shall also include cleaning and replacement of the lenses and filter and of the fittings the required spare parts shall be provided by aai. (for detail inventory of airfield ground lighting (agl) fixtures refer annexure a given at atc of the tender document) (for 2nd year), providing the following type/class of vehicle without driver & with fuel on 24 hrs basis on all days i/c holidays, saturday & sunday, for repair and maintenance works at jabalpur airport as per terms and conditions of contract for limits of usage as given below, the rate shall include provision of (non-airconditioned) vehicle with commercial registration as per agreement conditions, obtaining/renewing fitness certificate, puc, insurance policy, registration certificate as per motor vehicles act, rto or other applicable laws/regulations as applicable, all consumables and servicing and other requirements as per terms & conditions of contract. the vehicle shall be driven by maintenance staff with deployed against this contract.type of vehicle , muv - tata ace/mahindra supro or equivalent with covered cargo box. / quantity , 01 vehicle / usage , 750 kms per month., re-calibration of ama make clinometer including to and fro charges from jabalpur to ahmadabad for day to day calibration of papi etc complete as required.(for 1st year), re-calibration of ama make clinometer including to and fro charges from jabalpur to ahmadabad for day to day calibration of papi etc complete as required.(for 2nd year), emergency visit by service engineer for ground calibration of papi unit excluding civil works, including dismantling & reinstallation of the same to meet required angle as per satisfaction of pilot/airlines through oem by deploying technician as required., supply of wind shock cloth for wind direction indication with following specifications. colour- orange and white. or black and white diameter of broader end-0.9mm diameter for narrow end -0.45mm length-3.6m, cable fault finding services for underground cables using fault locating machine in ht/lt cables (33 kv/11 kv/1.1kv) of all sizes including transportation of machine to site, any numbers of fault location at site per length etc. complete as per site requirement., emergency visit by service engineer for repairing/rectification of 20 kva 3 phase air-cooled servo controlled voltage stabilizer (model no., air cooled, rating, scvs 20kva 3ph ac(340-480/415)v d2) having input operating voltage range from 340v-480v and complete with all accessories as per technical specifications as required., to carry out the complete items of works of cpwd schedule of rates (electrical) dsr-2025 as per cpwd specifications as required for an amount of rs. 100000/- (for quoting please refer instructions given at atc clause - 40.2 of tender document).the rate shall be quoted for this item as per examples given below, (i) if bidder wants to quote the rates at par with rates of dsr-2025 (e & m), then bidder has to quote 1.00 in the rate column.(ii) if bidder wants to quote the rate 10 percent above on rate of dsr-2025 (e & m), then bidder has to quote 1.10 in the rate column.(iii) if bidder wants to quote the rate 10 percent below on rate of dsr-2025 (e & m), then bidder has to quote 0.90 in the rate column.
Agency / Dept :
airports authority of india AAI
Due Date :
Oct 26, 2026 (11 days left)
Tender Value :
2.42Cr
View Documents
T18 Ref No : 17758199
Location : raghurajnagar , madhya pradesh
Source : GEM Tenders
LIVE TENDER
corrigendum tender for raw material - wooden beeja 3ftx3inchx1.5inch , switch two way 6amp , switch one way 6amp , switch one way 16amp , sunmica board 8inchx10inch , sunmica board 6inchx8inch , steel nails 3x4inch , steel handle 4inch , solar photo voltec moudle 70watt , solar lalten led type , socket 5pin 6amp , socket 2pin 6amp , socket 05 pin 16amp , safety lock , rotary change over switch 200amp , punch machine single , punch machine double , oil stone 150x50x25mm , ms square bar 10x10 , ms sheet 3mm size 4ftx8ft , ms pipe 2inch , ms flat 60x10 , ms flat 50x10 , ms flat 45x10 , ms flat 40x8 , ms electrode 3.15mm , ms electrode 2.5mm , ms angle 50mmx50mm , ms angle 25mmx25mm , mc 5 connector , marking chalk , lugs copper 70mm , lugs copper 50mm , lugs copper 25mm , lugs copper 20mm , lugs alluminium 70mm , lugs alluminium 50mm , lugs alluminium 25mm , lugs alluminium 20mm , led rope light 3 colour , led lamp 9watt , ictp 200amp , holder battern 6amp , holder angle 6amp , holde pandent 6amp , hings hydrolic 4inch , hings chitkni 3x4x3x4 , hings chitkni 3x4x1x3inch , hacksaw blade , gum 700ml , gum 250ml , grease , gi wire 10 swg , fuse kit kat 100amp , emery paper 100no. , door magnet , controller , change over switch 200amp , chalk white , chalk colour , capacitor 3.15mfd , busbar chamber 200amp, wooden beeja 3ftx3inchx1.5inch, switch two way 16a, 240v flush type switch, deluxe 100w sbl load, ip20, white, switch one way 6a, 240v flush type switch, deluxe 100w sbl load, ip20, white, switch one way 16a, 240v flush type switch, deluxe 100w sbl load, ip20, white, sunmica board 8inchx10inch, sunmica board 6inchx8inch, bright wire nails, stainless steel cabinet handle wardrobe handle for cupboard, storage drawer, drawer cabinet, storage, solar photo voltec moudle 70watt, led solar camping lantern, solar and usb rechargeable, warm white, abs, adjustable brightness, portable emergency light, 5 pin socket 6a, 240v (modular type ) twin socket, durable and stylish electrical outlet for home and office, white,, 2 pin socket 6a, 240v (modular type ) twin socket, durable and stylish electrical outlet for home and office, white,, 5 pin socket 16a, 240v (modular type ) twin socket, durable and stylish electrical outlet for home and office, white,, protects your home and family using heavy-duty mechanisms like deadbolts, mortise cylinders, or smart digital access, rotary change over switch 200amp, 1 hole handy paper punch with paper chip holder 20 sheets capacity office essentials pack of 1 color may vary, 2 hole metal medium paper punch removable chip tray 25 sheets capacity office essentials pack of 1 color may vary, combination stone, silicone carbide, 150 x 50 x 25 mm, mild steel square ba 10x10 for industrial, mild sheet sheet 3mm size 4ft x 8 ft, mild steel pipe 2inch for industrial, ms flat 60x10mm rectangular ms flat , for industrial, ms flat 50x10mm rectangular ms flat , for industrial, ms flat 45x10mm rectangular ms flat , for industrial, ms flat 40x08mm rectangular ms flat , for industrial, arc welding electrode 3.15mm for industrial, arc welding electrode 2.5mm for industrial, mild steel angle 50mmx 50mm for industrial, mild steel angle 25mmx 25mm for industrial, solar solar wire connector for solar panels, bold marking chalks for tyres, oil drums, chemicals, stone and oily surfaces semi-permanent chalks for industrial use, warehouses and logistic, wire terminal lug battery ring crimp connector, led rope light multicolor waterproof decorative strip, 48 leds m plug in running lights for balcony, ceiling, garden, home, outdoor, party, festival and christmas decoration, 9 watt led bulb cool day light b22 base, energy efficient led bulb for home and office, wide light spread, 200 amp t p & n switch standard conformity, battern holder bakelite polycarbonate fancy lamp holder angle type isi certified white secure bulb fit ideal for wall ceiling mount, angle holder bakelite polycarbonate fancy lamp holder angle type isi certified white secure bulb fit ideal for wall ceiling mount, pandent holder bakelite polycarbonate fancy lamp holder angle type isi certified white secure bulb fit ideal for wall ceiling mount, hydraulic gas spring stay strut pneumatic lift support/cabinet hinges support/capacity 20, door hinge, platinum finish, l hinges 3inch x 3/4inch x 1.5inch silver satin finish, hacksaw blades 300mm (12inch) 18 tp carbon steel - flexible type-heavy duty cutting blade for metal, wood, pvc, plastic pipes-for home, garage, workshop, industry, book binding, cartons manufacturing, multipurpose ap-3 grease, a mild steel or iron wire coated with a protective layer of zinc to prevent rust and corrosion, sheet metal kit kat fuse unit enclosure 100amp 415v heavy duty iron cutout box rewirable kitkat fuse switch powder coated metal enclosure for industrial, commercial electrical distribution, grit mtr.silicon carbide, door magnet for cabinet cupboard kitchen office/door closer magnet, solar panel battery intelligent regulator with lcd display, auto parameter adjustable, timer setting, multiple load control modes, change over switch side handle four pole knife type 415v, ocs-200k, non magnetic wooden white board duster black board wooden duster whiteboard eraser for erasing white board marker or chalk board writing, non magnetic wooden colour board duster black board wooden duster whiteboard eraser for erasing white board marker or chalk board writing, capacitors 2.5 mfd electrolytic and ceramic passive, busbar chamber 200a 4 way
Agency / Dept :
directorate general of training
Due Date :
Oct 16, 2026 (1 day left)
Tender Value :
Refer Document
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T18 Ref No : 16990496
Location : pune , maharashtra
Source : GEM Tenders
tender for hydraulic cutter , hydraulic spreader , hydraulic concrete crusher , two stage telescopic ram , petrol power pack , heavy duty emergency lights , flood light, type vi disaster relief bricks and equipments, hydraulic cutter, cutting force min 80-100 t with hose, hydraulic spreader, min 5 tops of tips with hose, hydraulic concrete crusher, crushing force min 10 tons, silent type with hose, lifting force, stg i, min 10 to 22 t, stg ii, min 10 ton, extn retracted length 500-600m, extended length 1200 to 1500m with hose, petrol power pack suitable for two tools, heavy duty emergency lights, flood light portable and chargeable set, min 5000 plus luminous with 4 to 6 units
Agency / Dept :
indian army
Due Date :
Sep 07, 2026
Tender Value :
Refer Document
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T18 Ref No : 16859238
Location : bangarapet , karnataka
auction or scrap of lot no - lot name - used scrap induction stoves electrical items product type - electrical items category - others - 0.0 pcb group - ferrous and non ferrous metals scraps used / scrap induction stoves (8 nos, approximately 25 kg), scrap / used electrical items, tube light fittings, roof light fittings, led light fittings, street light fittings, chokes, attachments, etc. (approximately 350 kg), in as is, where is condition, (em)note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - used broken carbide tipped dead centres product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps used / damaged / scrap / condemned / broken carbide tipped dead centres material c-45 steel (10 nos, approximately 28 kg) and broken tun | lot no - lot name - used broken steel measuring tapes product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps used / damaged / scrap / condemned / broken steel measuring tapes of different sizes. (approximately 16 kg) (em) note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - obsolete discarded bolts nuts washers springs product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps obsolete / discarded bolts, nuts, washers, springs, etc., in pallet, excluding pallet (em)note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - used scrap aluminium mixed items product type - metal category - aluminium - 0.0 pcb group - ferrous and non ferrous metals scraps used / scrap aluminium mixed items - false sealing items, canteen utensils, tubes, radiator parts etc. (em) note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - m s melting scrap cut pieces product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps m.s. melting scrap - cut pieces spread in bunk (em). buyer should clear the location / bunker completely up to the ground level without damaging location / bunker as per the priority given by beml before going to lift from the next location / bunker. note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - scrap used electrical items product type - electrical items category - others - 0.0 pcb group - ferrous and non ferrous metals scraps scrap/used electrical items- switches, contactors, chokes, capacitors, transformers, fuses, diodes, etc. (em) note : bidders should posses valid kspcb authorization for actual use/recycling for this scrap. | lot no - lot name - used scrap small casting forging bushes product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps used / scrap small casting, forging, bushes (steel & cast iron), ms hydraulic blocks, pins, scrap field failure items etc. (em) note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - used scrap sheet metal parts product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps used / scrap sheet metal / fabricated rejected parts, ms fabricated tubes / channels, damaged ms drums, false sealing c-section ms items, etc. (em) (gas cutting permitted with buyer consumables) note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - used scrap stainless steel canteen utensils product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps used / scrap stainless steel canteen utensils, strecher used at medical center, etc. (em)note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - used scrap valves pumps spacers product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps used / scrap valves, pumps, with / without end fittings, etc. in 2 pallets, excluding pallet, approximately 1.4 mt (em) note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - obsolete castings and forgings product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps obsolete castings and forgings - idler, guide, yoke, bracket, support, hub, cap, boss, flange, etc. (em) note : bidders should posses valid kspcb authorization for actual use / recycling for this scrap. | lot no - lot name - obsolete scrap non-metallic filters product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps obsolete / scrap metallic filters, approximately 300 kg (em)note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - used scrap misc belts product type - miscellaneous category - rubber - 0.0 pcb group - rubber scrap used / scrap / misc - belts, masks, shields, hoses, glass beading, etc. (approximately 3 mt) (em)note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - scrap used x-ray films product type - electronics items category - others - 0.0 pcb group - spent fixer/hypo solution scrap x-ray films, used in medical hospital, with or without paper covers (approximately 127 kg) (em).note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - used scrap batteries product type - electrical items category - battery - 0.0 pcb group - used batteries/lead acid batteries/lead acid cells & lead scrap used / scrap batteries (with or without distil water) of assorted sizes, with or without metal enclosure (em). decanting is not permitted. battery with metal enclosure is to be lifted along with metal enclosure.note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - obsolete scrap dcp type fire extinguishers product type - metal category - iron and steel - 0.0 pcb group - ferrous and non ferrous metals scraps obsolete / scrap dcp type fire extinguishers, 3 nos, each 14 kg approx, fully / partiall filled, in as is, where is condition. (em)note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - scrap empty paint tins product type - container category - can/tin - 0.0 pcb group - empty barrels/containers/l iners contaminated with hazardous chemicals/wastes scrap empty paint tins, 20 litres capacity, approximately 1 mt (em)note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - condemned used empty plastic barrels product type - container category - barrel/drum - 0.0 pcb group - empty barrels/containers/l iners contaminated with hazardous chemicals/wastes condemned / used empty plastic barrels 210/205 litres capacity at 2 places (em)note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - scrap metallic oil drums product type - container category - barrel/drum - 0.0 pcb group - ferrous and non ferrous metals scraps scrap metallic empty oil barrels 205l capacity (em) note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - scrap metallic open drums product type - container category - barrel/drum - 0.0 pcb group - empty barrels/containers/l iners contaminated with hazardous chemicals/wastes scrap metallic open empty oil barrels 205l capacity (em) note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - scrap plastic items product type - miscellaneous category - plastic - 0.0 pcb group - plastic scrap scrap plastic items (water tanks, oil drums, buckets, pvc pipes, milk covers etc.) (em)note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states. | lot no - lot name - used beds blanckets and mats product type - miscellaneous category - miscellaneous items - 0.0 used beds (approximately 60 nos), blanckets (approximately 170 nos) and mats (2 nos) (em) note : bidders should posses valid kspcb / central authorization as recycler for this scrap. buyer should use authorised vehicle only for transportation of the hazardous material. buyers need to get noc from pollution control boards of receiving states.
Agency / Dept :
BEML Limited
Due Date :
Aug 31, 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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T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026
Tender Value :
172Cr
View Documents
T18 Ref No : 17333788
Location : tiruchendur , tamil nadu
Source : GEM Tenders
tender for operation and maintenance of electrical and mechanical installations ref atc pg.no soq 1 to 6 , items under electrical and mechanical dsr 2025 as per requirement ref atc pg.no soq 1 to 6 , installation of ci housing box ref atc pg.no soq 1 to 6 , laying of hdpe pipe upto 63mm dia in ground ref atc pg.no soq 1 to 6 , drawing of agl cables of 6 or 16sqmm cable ref atc pg.no soq 1 to 6 , annual servicing of 22kv 3 nos of ht breakers vcb ref atc pg.no soq 1 to 6 , annual servicing of 13 nos of l and t acbs ref atc pg.no soq 1 to 6 , main contact assembly fixed and moving for 1600a omega model acbs ref atc pg.no soq 1 to 6 , main contact assembly fixed and moving for 1250a omega model acbs ref atc pg.no soq 1 to 6 , shunt release operating voltage of 240v for omega model acbs ref atc pg.no soq 1 to 6 , closing coil 240v for l and t make omega model acb ref atc pg.no soq 1 to 6 , electrical charging device for l and t make omega model acb ref atc pg.no soq 1 to 6 , cradle facia for 1250a l and t make omega model acb ref atc ref atc pg.no soq 1 to 6 , spring charging handle l and t make omega model acb ref atc ref atc pg.no soq 1 to 6 , front facia for 1250a l and t make omega model acb ref atc ref atc pg.no soq 1 to 6 , frame 1, 4p main mechanism for 1250a l and t make omega model acb ref atc pg.no soq 1 to 6 , base plate assembly frame 4p for 1250a l and t make omega model acb ref atc pg.no soq 1 to 6 , under voltage release 415v for l and t make omega model acb ref atc pg.no soq 1 to 6 , annual calibration of 1 no clinometer and 1 no angle setting tools ref atc pg.no soq 1 to 6 , annual calibration of8 nos over current relay and earth fault relay ref atc pg.no soq 1 to 6 , annual calibration of 3 nos feeder protection relay ref atc pg.no soq 1 to 6 , conducting photometric field test of airfield ground lighting ref atc pg.no soq 1 to 6 , servicing and repairing of 16 mtr high mast pole ref atc pg.no soq 1 to 6 , servicing and repairing of 20 mtr high mast pole ref atc pg.no soq 1 to 6 , servicing and repairing of 30 mtr high mast pole ref atc pg.no soq 1 to 6 , supply of 6 corex 2 sqmm epr insulated copper cable ref atc pg.no soq 1 to 6 , supply of 5 core x 4 sqmm epr insulated copper cable ref atc pg.no soq 1 to 6 , supply of 6mm dia ss wire rope ss 304 7 x 19 ref atc pg.no soq 1 to 6 , repairing of high mast motor gear and winch assembly ref atc pg.no soq 1 to 6 , providing decorative lighting at terminal building garden etc ref atc pg.no soq 1 to 6 , extra for additional days for providing decorative lighting ref atc pg.no soq 1 to 6 , painting of electrical ht or lt panels with synthetic enamel paint ref atc pg.no soq 1 to 6 , painting of electrical ht or lt panels with epoxy primer ref atc pg.no soq 1 to 6 , painting of existing runway edge lights turn pad taxiway light ref atc pg.no soq 1 to 6 , painting of existing elevated approach lights ref atc pg.no soq 1 to 6 , numbering of agl light fixtures ref atc pg.no soq 1 to 6 , hiring of electrical and diesel operated 2 hp pumps ref atc pg.no soq 1 to 6 , hiring of electrical and diesel operated 3 hp pumps ref atc pg.no soq 1 to 6 , hiring of electrical and diesel operated 5 hp pumps ref atc pg.no soq 1 to 6 , hiring of hydraulic telescopic boom mobile crane ref atc pg.no soq 1 to 6 , hiring of wheel mounted hydraulic backehoe loader ref atc pg.no soq 1 to 6 , hiring of unskilled labours as per requirement ref atc pg.no soq 1 to 6, amc of airfield ground lighting, job contract for operation, preventive and breakdown maintenance of various electrical and mechanical installations, such as airport ground lighting, old power house, nav-aids and ancillary building, fire detection and alarm system at thoothukudi airport as detailed on the tender document on round the clock basis / as per need basis in line with the requirements indicated in the tender document and as required including providing tools and tackles, consumables, annual calibration of measuring instruments complete etc as detailed in the special conditions/technical specification of the contract., execution of items of schedule of rates e and m cpwd dsr-2025 as and when required for attending breakdowns, repair and maintenance and upkeep of internal and external electrical installations at different locations of thoothukudi airport as per direction of e-i-c. the bidder shall quote percentage (percentage) above / below the dsr 2025 rates in the form of multiplication factor. i.e. (for eg - if the bidder desires to quote 5percentage above on dsr 2025 rates, the rate column shall be filled as 1.05 and 5percentage below, the rate column shall be filled as 0.95). (note dsr-2025 is inclusive of gst)., installation of ci housing box along with cover plate of size 330 mm dia and depth up to 450 mm as per drawing i/c excavation of hard rock/pavement of all types/ concrete/bitumen etc. and all kinds of soil to the required depth, as per specifications, refilling the side surface, sloping and making good the same as original, providing cement concrete foundation of ratio 136 ( 1 cement, 3. coarse sand and 6 graded stone of 40 mm nominal size) and thickness of concrete at 75 mm in all sides i/c bottom dressing of earth, with brick and finishing with 13 mm thick cement plaster of ratio 13 on exposed surface and neat cement finishing on top etc. as required., laying of one number hdpe /pvc pipe upto 63mm dia direct in ground upto depth of 80cm including excauation and refilling, leveling etc.,, drawing of agl cables of 6/16 sq.mm size of cable in hdpe/gi/hume pipe, servicing of 22kv, 3 nos of ht breakers (vcb) (abb make model vd4/w 36.12.32, 36kv,1250a vcb) provided at various power houses/substations, by deploying authorized service personnel of manufacturer / service dealer / specialized service engineers experienced in similar nature of work, including drawing out of the vcb, opening the same, inspection, servicing, cleaning of contact surfaces, overhauling of operating mechanism, lubrication of moving parts, cleaning of cts and measuring of contact resistance, meggering, testing of on-off time, testing and of operation etc. as required. ( servicing of three breaker is considered as one job), annual inspection /overhauling/servicing of 13 nos acbs of l andt make of various capacities (acbs make l andt,model omega ( u-power ) fp, 2000a-3 nos, 1250 a-10 nos ) provided in the various lt panels at old powerhouses/substations by deploying authorised service personnel of manufacturer/service dealer/specialised agencies experienced in servicing of acbs including cleaning of acbs, opening the same, inspection, servicing, cleaning of contact surfaces, arc chutes, overhauling of operating mechanism, lubrication of moving parts, checking of uv coils, trip circuits, checking of control circuits, replacement of defective components and spares supplied by aai, testing and commissioning etc as required., main contact assembly (fixed moving) for 1600a acbs, main contact assembly (fixed and moving) for 1250a acbs, shunt release suitable for operating voltage of 240v for l and t make omega model acb, closing coil 240v for l and t make omega model acb, electrical charging device for l and t make omega model acb, cradle facia for 1250a l and t make omega model acb, spring charging handle l and t make omega model acb, front facia for 1250a l and t make omega model acb, frame 1, 4p main mechanism for 1250a l and t make omega model acb, base plate assembly frame 4p for 1250a l and t make omega model acb, under voltage release 415v for l and t make omega model acb, annual calibration of 1 no clinometer (model pro3600) and 1 no of approach light fittings angle setting tool from oem (m/s vardhaman pvt. ltd., delhi), including transportation, calibration certificate, and all incidental charges. (calibration of 2 nos of meters is consider as one job ), annual calibration of 8 nos of over current relay and earth fault relay (make c ands, model no. ec2), including transportation, calibration certificate, testing, and all incidental charges. (calibration of 8 nos of relay is consider as one job ), annual calibration of 3 nos of feeder protection relays (make c ands model no. cse pro f-300) ), including transportation, testing,calibration certificate, and all incidental charges. (calibration of 3 nos of relay is consider as one job ), conducting photometric field test of airfield ground lighting for measurement of intensity, beam spread and orientation (4cs - configuration colour,candala and coverage )as per the requirement of car/icao(annexure-14)using a vehicle-mounted or suitable photometric calibration system, including all tools and plants such as vehicle, high lift for elevated approach lights and trained manpower etc as required and submission of test reports., servicing and repairing of high mast poles of the following sizes , including dismantling,lowering and raising of the mast with a crane of suitable capacity, cleaning, greasing/oiling of moving parts, replacement of damaged parts excluding motors gear assembly , testing, and making the high mast system functional, complete as directed by the engineer-in-charge. (the rate is exclusive of supply of cable and rope .) 16mtrs high mast make dyaus poles, servicing and repairing of high mast poles of the following sizes , including dismantling,lowering and raising of the mast with a crane of suitable capacity, cleaning, greasing/oiling of moving parts, replacement of damaged parts excluding motors gear assembly , testing, and making the high mast system functional, complete as directed by the engineer-in-charge. (the rate is exclusive of supply of cable and rope .) servicing and repaiting of 20 mtr high mast pole ref atc, servicing and repairing of high mast poles of the following sizes , including dismantling,lowering and raising of the mast with a crane of suitable capacity, cleaning, greasing/oiling of moving parts, replacement of damaged parts excluding motors gear assembly , testing, and making the high mast system functional, complete as directed by the engineer-in-charge. (the rate is exclusive of supply of cable and rope .) servicing and repaiting of 30 mtr high mast pole, supply of 6 core x 2.5sqm epr insulated ,frls pvc sheated , flexible copper cable of 1.1kv grade, supply of 5corex 4sq.mm epr insulated ,frls pvc sheated , flexible copper cable of 1.1kv grade, supply of 6 mm dia ss wire rope ss 304 7 19 construction suitable for high mast lighting systems, including unloading, and all incidental charges etc. as required, repairing of high mast motor gear and winch assembly, including dismantling at site, safe transportation to the repair workshop, inspection, repair replacement of defective components reassembly, transportation back to site, re installation, alignment, testing, commissioning, and satisfactory operation of the high mast lighting system., hire charges for providing coloured led serial lighting sets (minimum 500 nos and each consisting of minimum 50 nos of led lamps), 50 nos of 150wattage rgb led par light etc for decorating terminal building, technical building, city side areas etc during events or occasions like independence day / republic day /other festive occasions as per the direction of aai including all other related accessories like circuit / sub main wiring along with earth wire from nearest supply point as required and maintaining the same by deploying suitable manpower with tools, tackles, ladders etc on round the clock etc complete as per actual site requirements, removing and taking back the same after completion of occasion period. (one event is taken as 3days,which will treated as 1 job), extra for each additional day of illumination with same lighting as previous items, painting of electrical ht/lt panels (indoor/outdoor types), earth pit covers etc installed at various locations of thoothukudi airport, with two or more coats of spray painting with synthetic enamel paint of approved brand (as per list of approved makes annex-lam) to give an even shade, including cleaning of surface etc, applying one coat primer of required color as per the instruction of engineer-in-charge complete as required., painting of electrical ht/lt panels (indoor/outdoor types), installed at various locations of thoothukudi airport, with one coat of spray painting with epoxy primer of approved brand(as per list of approved makes annex-lam) to give an even shade, including cleaning of surface using scrubber/wet/dry sandpaper etc, as per the instruction of engineer-in-charge complete as required., painting of existing runway edge lights,turn pad/ taxiway light with base plate. cleaning the existing runway edge light fittings by removing dust, dirt, rust, grease, and loose paint. surface preparation shall be carried out two coats of aviation yellow, weather-resistant epoxy paint of the approved colour. care shall be taken to ensure that the light lens, optical components, gaskets, and identification markings are not painted or damaged. the work shall include masking, touch-up, cleaning of the work area, and restoration of the fitting to its original operating condition, complete in all respects as directed by the engineer-in-charge. (runway elevated edge light -193 nos, taxiway/turn pad edge light -258 nos ), painting of existing elevated approach lights,cleaning the existing approach light fittings by removing dust, dirt, rust, grease, and loose paint. surface preparation shall be carried out two coats of aviation yellow, weather-resistant epoxy paint of the approved colour (as per list of approved makes annex-lam). care shall be taken to ensure that the light lens, optical components, gaskets, and identification markings are not painted or damaged. the work shall include masking, touch-up, cleaning of the work area, and restoration of the fitting to its original operating condition including working arrangements in fitting at height upto 11 mtr suitable for the cat-i and sapl approach lights as installed in the thoothukudi airport, complete in all respects as directed by the engineer-in-charge., numbering of agl light fixtures (runway circuits, taxiways, approach lights, and threshold lights) shall be carried out with yellow letters on a black background using floor guard paint and stencil, as per the directions of the engineering in-charge, hiring of following rating of electrical/diesel operated submersible / monoblock / selfprimed pumps with suction and delivery hose including transportation and fuels charges , labour charges etc as required 2hp pump, hiring of following rating of electrical/diesel operated submersible / monoblock / selfprimed pumps with suction and delivery hose including transportation and fuels charges , labour charges etc as required 3hp pump, hiring of following rating of electrical/diesel operated submersible / monoblock / selfprimed pumps with suction and delivery hose including transportation and fuels charges , labour charges etc as required 5hp pump, hiring of hydraulic telescopic boom mobile crane (minimum 32 m boom with fly jib) on hourly basis, complete with licensed operator, valid third-party inspection (tpi) safety certificate, helper/rigger, fuel (hsd), lubricants, mobilization and demobilization, maintenance, insurance, all statutory compliances, airport entry, temporary driver pass, vehicle pass, and all other incidental charges, complete as directed by the engineer-in-charge., hiring of wheel-mounted hydraulic backhoe loader (jcb 3dx or equivalent) on hourly basis for excavation, site clearance, loading, unloading, backfilling, and allied works, complete with licensed operator, fuel (hsd), lubricants, maintenance, insurance, mobilization/demobilization, airport entry temporary driver pass, vehicle pass, and all other statutory permissions, taxes, and incidental charges, complete as directed by the engineer-in-charge., hiring of unskilled labour , providing and deploying unskilled labour on an as-and-when-required call basis to meet fluctuating site requirements, within 24 hours of written or verbal notice by the engineer-in-charge. the labour shall be deployed for manual tasks including site cleaning, material handling, and construction assistance. one quantity is considered on deploying one man power for 8 hours.
Agency / Dept :
airports authority of india AAI
Due Date :
Sep 30, 2026
Tender Value :
3.34Cr
View Documents
T18 Ref No : 17134678
Location : kakinada , andhra pradesh
tender for engaging jcb and tractor for lifting of waste materials and debris and spreading of dust for ganesh idol immersion-2026 at 4 locations (brahmama gari mattam, vinayak sagar, opposite 1 town police station & chamber of commerce) in 27th to 30th divisions of kakinada municipal corporation
Agency / Dept :
kakinada municipal corporation
Due Date :
Sep 10, 2026
Tender Value :
4.25L
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T18 Ref No : 17094207
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 07, 2026
Tender Value :
172Cr
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4.

Are samples required to be submitted physically before the digital bid opens?

For many product-based Lifting Spreader tenders, buying departments do ask bidders to submit physical samples to their office before the digital technical evaluation date. This requirement is always clearly mentioned in the official NIT document.

5.

How does the Dedicated Tender Expert from Tender18 help me?

Our assigned expert manages your total portal compliance. They extract the hidden rules from long tender PDFs, create a precise document checklist for your team, map your digital signature, and securely upload your technical and financial files onto the government servers.

6.

What is the role of a Digital Signature Certificate (DSC)?

A Class III DSC is a secure USB device that contains your digital identity. You cannot upload a bid without it. It is used to securely encrypt and lock your sensitive price data and technical documents so no one can view them before the official opening date.

7.

As an MSME, can I get financial benefits when bidding for Lifting Spreader?

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

9.

What makes Tender18 a reliable GeM support partner?

As a highly trusted and expert GeM consultant, Tender18 holds a proven support success ratio of over 95%. From flawless profile creation and complex catalogue mapping to OEM panel approvals and live Reverse Auction (RA) support, we handle it all seamlessly.

10.

What does "L1" mean in these government contracts?

"L1" stands for "Lowest Bidder 1". In government procurement, after all technical envelopes are approved, the financial sheets (BOQs) are opened. The bidder who has quoted the lowest compliant price for Lifting Spreader is declared L1 and is generally awarded the contract

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