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17Latest Aggregate testing equipment Tenders List

Latest Aggregate testing equipment Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Aggregate testing equipment 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 Aggregate testing equipment 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 Aggregate testing equipment Tender Intelligence & Monitoring

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

We categorize Aggregate testing equipment 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 Aggregate testing equipment 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 Aggregate testing equipment 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 Aggregate testing equipment Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Aggregate testing equipment 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 Aggregate testing equipment Sector in 2026

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

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

Is EMD mandatory for all Aggregate testing equipment tenders?

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

What is the difference between a Aggregate testing equipment 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 Aggregate testing equipment tenders on Tender18?

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


Get Expert Support for Aggregate testing equipment 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 : 17739518
Location : port blair , andaman and nicobar islands
Source : GEM Tenders
NEW TENDER
tender for desktop computer with wifi supply installation testing and commissioning , all in one pcs with wifi supply installation testing and commissioning , 600 va ups , printers with bluetooth , dual band router, procurement of it equipment desktop computers all in one pcs and printers, desktop computer supply installation testing and commissioning processor intel core i5 (12th generation or higher) or amd ryzen 5 (5000 series or higher) equivalent processor. operating system pre-loaded microsoft windows 11 professional edition (64-bit) with oem/academic activation. memory minimum 16 gb ddr4 / ddr5 ram, expandable up to 32 gb or more. storage minimum 1 tb pcienvme m.2 solid state drive (ssd). display minimum 27-inch full hd (1920 x 1080) led-backlit tco certified anti-glare display. connectivity built-in dual-band wi-fi and bluetooth module, plus integrated lx rj-45 gigabit ethernet port. peripherals oem standard wired usb multimedia keyboard and optical scroll mouse. warranty 3 years comprehensive onsite oem warranty., all-in-one pcs (supply installation testing and commissioning ) processor intel core i5 (12th generation or higher) or amd ryzen 5 (5000 series or higher) equivalent processor. operating system pre-loaded microsoft windows 11 professional edition (64-bit) with oem/academic activation. memory minimum 16 gb ddr4/ddr5 ram. storage minimum 1 tb pcienvme m.2 solid state drive (ssd). display minimum 27-inch full hd (1920 x 1080) ips borderless display with integrated hd web camera and privacy shutter. audio and connectivity integrated stereo speakers, dual microphone array, built-in wi-fi, bluetooth, and gigabit lan. peripherals oem standard wired/wireless keyboard and optical mouse kit. warranty 3 years comprehensive onsite oem warranty., 600 va ups capacity rating 600 va / 360 watts line-interactive configuration. backup time minimum 15 to 20 minutes backup runtime at standard desktop computer load conditions. battery type internal, pre-installed 12v sealed maintenance-free (smf) lead-acid battery. outlets minimum 3 indian standard 3-pin output sockets featuring built-in surge protection and voltage regulation. warranty 2 years comprehensive warranty covering both the internal battery pack and the ups unit hardware., printer print type single-function monochrome (black and white) laser technology. duplex facility automatic duplexing unit built-in for regular two-sided printing. media size support native hardware capability for a4, legal, letter, executive, and a5 sizes. connectivity options high-speed usb 2.0 interface alongside built-in wi-fi and bluetooth wireless features. print engine speed minimum 28 pages per minute (ppm) under standard a4 media printing test protocols. warranty 1 year standard oem warranty., dual-band router wireless standard ieee 802.11ax compliant (next-generation wi-fi 6 technology standard). frequency operation concurrent dual-band infrastructure supporting both 2.4 ghz and 5 ghz bands. aggregated throughput minimum ax1800 rating (up to 574 mbps on 2.4ghz band and up to 1201 mbps on 5ghz band). physical interfaces lx auto-negotiating gigabit wan port along with a minimum of 4x gigabit lan ports. antenna matrix minimum 4 external high-gain omnidirectional multi-element external antennas. warranty 1 year standard oem warranty.
Agency / Dept :
andaman lakshadweep harbour works ALHW
Due Date :
Nov 03, 2026 (20 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 17520397
Location : lucknow , uttar pradesh
Source : GEM Tenders
LIVE TENDER
tender for main fire pump , diesel driven pump , jockey pump , terrace pump , control panel , starter , m s pipe , s and fixing internal hydrant valve , supply and fixing of external yard hydrant valve , sfc of butterfly valve , s and fixing of orifice plate , pitc non return valve , pitc of stainless steel y strainer , s and fixing of 15 m hose pipe , s and fixing first aid hose reel , s and fixing 63 mm dia gun metal short branch pipe , s and fixing of fire brigade connection , foot valve , air vessel , pressure switch , pressure gauge , installation control valve of cast iron body , s and f of hose cabinet , cutting holes , supply of cable , laying of cable , s and m end termination , s and f fire cable , cable tray , g i plate earthing , p and f gi strip , gi strip for looping , p and f gi earth wire , p and f gi pipe, supply installation testing and commissioning of firefighting with wet riser system, sh 1 wet riser system main fire pump a supplying, installation, testing and commissioning of electric driven main fire pump conforming to is 12469 2019 suitable for automatic peration and consisting of following complete in all respects as required. b horizontal type multistage centrifugal split casing pump of cast iron body and bronze impeller with stainless steel shaft fire pump capable for delivery of 2280 lpm against atotal head of 70 mtrs approximately while running at 1450 1500 rpm mechanical seal as required bsnl approved make. c suitable hp squirrel cage induction motor tefc synchronous speed 1500 rpm suitable for operation on 415 volts 3 phase 50 hz ac supply with ip 55 protection for enclosure horizontal foot mounted type with class. f insulation conforming to is 12615 2018. d m.s. fabricated common base plate coupling,coupling guard, foundation bolts etc. as required. e suitable cement concrete foundation duly plastered with anti vibration pads note the head of the pump is selected in a manner so as to give a minimum 3.5kgf /cm2 pressure at the highest/farthest point. the pump room is situated on the underground water tank. 2280 lpm at 70 m head, diesel driven pump a supplying, installation, testing and commissioning of die sel engine driven main fire pump conforming to is 12469 019 suitable for automatic operation and consisting of following, complete in all respects, as required diesel driven pump b horizontal pe, stage, centrifugal pump of cast of iron body and bronze peller with stainless steel shaft, mechanical seal suitable to delivering 2280 lpm against atoatl head of 70 mtrs approxi as required.c suitable hp, 1500 rpm water cooled with radiator, diesel engine conforming to relevant is standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe xtended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential ilencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required.d. m.s fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as quired. e suitable cement concrete foundation duly plastered and with anti vibration pads. note the head of the pump is selected in a manner so as to give a minimum 3.5kgf /cm2 pressure at the highest/farthest point. the pump room is situated on the underground water tank. 2280 lpm at 70 m head., jockey pump a supplying, installation, testing and commissioning of electric driven pressurisation pump conforming to is 12469 2019 suitable for automatic operation and consisting of following, complete in all respects as required jockey pump b horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal as required. (c)suitable hp squirell cage induction motor tefc type suitable for operation on 415 volts, 3 phase 50 hz ac supply with ip 55 class of protection for enclosure, horizontal foot mounted type with class f insulation, conforming to is 12615 2018. d m.s. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (e) suitable cement concrete foundation duly plastered and with anti vibration pads. note the pump room is situated on the underground water tank. 180 lpm at 70 m head, supplying, installation, testing and commissioning of electric driven terrace pump conforming to is 12469 2019 suitable for automatic operation and consisting of following, complete in all respects, as required terrace pump. b horizontal type, multistage, centrifugal, split casing pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal as required. c suitable hp squirell cage induction motor tefc type suitable for operation on 415 volts, 3 phase, 50 hz, ac supply with ip55 class of protection for enclosure, horiziontal foot mounted type with class f insulation, conforming to is 12615 2018. d m.s.fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. e suitable cement concrete foundation duly plastered and with anti vibration pads. 900 lpm at 35 m head., control panels fabrication supply installation testing and commissioning of electrical control panel of cubical construction floor mounted type fabricated out of 2mm thick crca, artmentalised with hinged lockable doors, dust and vermin proof powder coated of approved shade after 7 tank treatment process, cable alley, inter connection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring earth terminals, numbering etc. complete, suitable for main fire pump, pressurisation pump and diesel pump set complete as per cpwd specification with following in coming and outgoings, suitable for operation on 415v, 3 phase, 50hz ac supply with enclosure protection class ip 42 as required. incoming 250a, 50ka 4 pole mccb, ic equal to 100 percent icu rating digital voltmeter 0 500v with selector switch digital ammeter 0 250 a with selector swtich and cts etc. led type ryb phase indicating lamps, on, off, trip indicating lamps set of copper bus bar 300a. outgoing note all outgoing feeders for pumps should have digital ammeter with selector switches, and led type on, off, trip indicating lamps main fire pump 125 a, 50katpn mccb, ics is equal to 100 percent icu, with fully automatic star/delta starter suitable for 60 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/off operation. jockey pump jockey pump 63 a, 50ka tpn mccb, icsis equal to 100 percent icu, with suitable hp fully automatic star/delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, note may please be see at atc of special repair no. 5, supply installation testing and commissioning of fully automatic dol starter for terrace pump terrace pump siutable for operation on 3 phase 415 volt ac supply i/c making inter connection testing etc as requiored at site., sh ii pipes and accessories. providing laying, testing and commissioning of c class heavy duty ms pipe conforming to is 1239/class ii of is 3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation and providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per is 10221, refilling the trench etc. of following sizes complete as required. 150 mm dia, providing, laying, testing and commissioning of c class heavy duty ms pipe conforming to is 1239/class ii of is 3589 including welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 50 mm dia, providing, laying, testing and commissioning of c class heavy duty ms pipe conforming to is 1239/class ii of is 3589 including welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 80 mm dia, providing, laying, testing and commissioning of c class heavy duty ms pipe conforming to is 1239/class ii of is 3589 including welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.100 mm dia, providing, laying, testing and commissioning of c class heavy duty ms pipe conforming to is 1239/class ii of is 3589 including welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 150 mm dia, providing, laying, testing and commissioning of c class heavy duty ms pipe conforming to is 1239/class ii of is 3589 including welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 200 mm dia wall thickness 6.3 mm, supplying and fixing single headed internal hydrant valve with instantaneous gunmetal/stainless steel coupling of 63 mm dia with cast iron wheel isi marked conforming to is 5290 type a with blank gunmetal/stainless steel cap and chain as required.single headed gunmetal, supplying and fixing single headed external yard hydrant valve with 1 no. 63 mm dia instantaneous fm gunmetal/stainless steel coupling and cast iron wheel, isi marked, conforming to is 5290 type a with blank gunmetal/stainless steel cap and chain as required. single headed gunmetal, supplying, fixing, testing and commissioning of butterfly valve of pn 1.6 rating with bronze/gunmetal seat duly isi marked complete with nuts, bolts, washers, gaskets conforming to is 13095 of following sizes as required . 50mm dia, supplying, fixing, testing and commissioning of butterfly valve of pn 1.6 rating with bronze/gunmetal seat duly isi marked complete with nuts, bolts, washers, gaskets conforming to is 13095 of following sizes as required .80 mm dia, supplying, fixing, testing and commissioning of butterfly valve of pn 1.6 rating with bronze/gunmetal seat duly isi marked complete with nuts, bolts, washers, gaskets conforming to is 13095 of following sizes as required .100 mm dia, supplying, fixing, testing and commissioning of butterfly valve of pn 1.6 rating with bronze/gunmetal seat duly isi marked complete with nuts, bolts, washers, gaskets conforming to is 13095 of following sizes as required .150 mm dia, supplying, fixing, testing and commissioning of butterfly valve of pn 1.6 rating with bronze/gunmetal seat duly isi marked complete with nuts, bolts, washers, gaskets conforming to is 13095 of following sizes as required .200 mm dia, supplying and fixing orifice plate made out of 6 mm thick stainless steel grade 304 with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required., providing, installation, testing and commissioning of non return valve of following sizes confirming to is 5312 complete with rubber gasket, gi bolts, nuts, washers etc.as required. 50mm dia, providing, installation, testing and commissioning of non return valve of following sizes confirming to is 5312 complete with rubber gasket, gi bolts, nuts, washers etc.as required. 80 mm dia, providing, installation, testing and commissioning of non return valve of following sizes confirming to is 5312 complete with rubber gasket, gi bolts, nuts, washers etc.as required. 100 mm dia, providing, installation, testing and commissioning of non return valve of following sizes confirming to is 5312 complete with rubber gasket, gi bolts, nuts, washers etc.as required. 150 mm dia., providing, installation, testing and commissioning of stainless steel y strainer fabricated out of 1.6 mm thick stainless steel, grade 304, sheet with 3 mm dia holes with stainless steel flange. 80 mm dia, providing, installation, testing and commissioning of stainless steel y strainer fabricated out of 1.6 mm thick stainless steel, grade 304, sheet with 3 mm dia holes with stainless steel flange.150 mm dia, providing, installation, testing and commissioning of stainless steel y strainer fabricated out of 1.6 mm thick stainless steel, grade 304, sheet with 3 mm dia holes with stainless steel flange. 200 mm dia, supplying and fixing 63 mm dia, 15 m long rrl hose pipe with 63 mm dia male and femalecouplings duly bound with gi wire, rivets etc. conforming to is 636 type a as required. gun metal, supplying and fixing first aid hose reel with ms construction spray painted in post office red,conforming to is 884 complete with the following as required. a 20 mm nominal internal dia water hose thermoplastic textile reinforced type 2 as per is 12585 b 20 mm nominal internal dia gun metal globe valve and nozzle. c drum and brackets for fixing the equipmets on wall. d connections from riser with 25 mm dia stop gun metal valve and m.s. pipe and socket. 30 mtrs, supplying and fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to is 903 suitable for instantaneous connection to interconnect hose pipe coupling as required. gun meta, supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd for suitable dia ms pipe connection conforming to is 904 as required. 2 way 100 mm dia m.s. pipe, supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd for suitable dia ms pipe connection conforming to is 904 as required. 4 way 150 mm dia m.s. pipe, providing, installation, testing and commissioning of c.i flanged swing type foot valve isi marked of following sizes confirming to is 4038 complete with all acessories complete etc as required.200 mm dia, supplying and fixing air vessel made of 250 mm dia, 8 mm thick ms sheet, 1200 mm in height with airrelease valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required., providing and fixing of pressure switch in m.s. pipe line including connection etc. as required., providing and fixing in position industrial type pressure gauge with gun metal / brass valves complete etc. as required., providing, fixing, testing and commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, ms pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required. 150 mm dia, supplying and fixing of hose cabinet of size 750x mm x 600 mm x 250 mm made of 2 mm thick ms sheet with 6 mm thick glazed glass doors i/c necessary locking arrangement suitable to accommodate external hydrant with butterfly valve , 2 nos . 15 mtr. long hose pipe, 1 no branch pipe, mounted on wall or raised brick platform and duly painted with post office red externally and white internally with synthetic enamel paint complete in all respect , for external hydrant ,as required., cutting holes up to 15x15 cm in r.c.c. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1 2 4 1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size, including finishing complete so as to make it leak proof., sh iii cabling and other misc work control wiring required .providing of following sizes stranded aluminum conductor, xlpe insulated, pvc sheathed, 650 v/1100 v grade as per is 7098 part 1 1988. 4 core 16 sqmm, sh iii cabling and other misc work control wiring required .providing of following sizes stranded aluminum conductor, xlpe insulated, pvc sheathed, 650 v/1100 v grade as per is 7098 part 1 1988 . 3.5 core 25 sq. mm, sh iii cabling and other misc work control wiring required .providing of following sizes stranded aluminum conductor, xlpe insulated, pvc sheathed, 650 v/1100 v grade as per is 7098 part 1 1988. 3.5 core x 70 sq. mm, laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on wall surface as required. upto 35 sq. mm clamped with 1mm thick saddle, laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on wall surface as required. above 35 sq. mm and upto 95 sq. mm clamped with 25 mm and 3mm ms flat clamp., laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on wall surface as required. above 185 sq. mm and upto 400 sq. mm clamped with 40mm and 3mm ms flat clamp, laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on cable tray as required. upto 35 sq. mm clamped with 1mm thick saddle., laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on cable tray as required.above 35 sq. mm and upto 95 sq. mm clamped with 25mm and 3mm ms flat clamp., laying and fixing of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size on cable tray as required.above 185 sq. mm and upto 400 sq. mm clamped with 40mm 3mm ms flat clamp, laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size in the existing masonry open duct as required.upto 35 sq. mm, laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size in the existing masonry open duct as required.mm above 35 sq. mm and upto 95 sq. mm, laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size in the existing masonry open duct as required.above 185 sq. mm and upto 400 sq. mm, laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size in the existing rcc/ hume/ metal pipe as required. upto 35 sq. mm, laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size in the existing rcc/ hume/ metal pipe as required. above 35 sq. mm and upto 95 sq. mm, laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size in the existing rcc/ hume/ metal pipe as required. above 185 sq. mm and upto 400 sq. mm, laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kv grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. above 185 sq. mm and upto 400 sq. mm, supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. 4 core 16 sq. mm size 28mm, supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required.3.5 core 25 sq. mm size 28mm, supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required.3.5 core 70 sq. mm size 38mm, supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required.3.5 core 300 sq. mm size 70mm, supplying and laying of 2core 1.5 sqmm fire alarm armoured cable, 600/1000v rated with annealed copper conductor having xlpe insulation, steel wire armouring and frls/hffr outer sheath complete as required., supplying and installaton following size of perforated painted with powder coating m.s. cable trays with perforation not more than 17.5 percent, in convenient sections, joined with connectors, suspended from the ceiling with two numbers ms/gi suspenders including base of suitable size ms/gi angle, bolts and nuts, painting suspenders, fastener etc as required. 100 mm wide , 50 mm depth , 1.6 mm thickness, earthing with g.i. earth plate 600 mm length x 600 width and 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal / coke and salt as required., providing and fixing 25 mm wide and 5 mm thick g.i. strip in 40 mm dia g.i. pipe from earth electrode including connection with g.i. nut, bolt, spring, washer excavation and re filling etc. as required., providing and fixing 25 mm wide and 5 mm thick g.i. strip on surface or in recess for connections etc. as required., providing and fixing 6 swg dia g.i. wire on surface or in recess for loop earthing as required., providing and fixing following sizes g.i. pipes complete with g.i. fittings including trenching and refilling etc. 80 mm dia nominal bore
Agency / Dept :
bharat sanchar nigam limited BSNL
Due Date :
Oct 22, 2026 (8 days left)
Tender Value :
59.95L
View Documents
T18 Ref No : 17544477
Location : gandhidham , gujarat
Source : GEM Tenders
LIVE TENDER
corrigendum tender for earthwork excavation and backfilling for cable trenches in all types of soil incl. dressing ramming watering and disposal of surplus soil within 50m lead. as per atc clause 4.2.1 and 7.1. , providing and laying 1 ratio 3 ratio 6 pcc up to plinth using 20mm aggregate incl. material labour tools and plants as per atc clause 4.2.2 and 7.2. , providing laying 1 ratio 2 ratio 4 pcc 40mm agg up to plinth for 28 lighted post footings incl plaster materials labor tools complete as per atc clause 4.2.3 and 7.3 , applying low voc water thinnable cement primer on 28 lighted post footings incl. materials labor tools and plant complete as per atc clause 4.2.4 and 7.4. , two or more coats synthetic enamel painting on 28 lighted post footings with even shade incl. materials labor tools and plants complete per atc clause 4.2.5 and 7.5. , supply installation led garden bollard pole with 15w led luminaire cast iron 0.5m height 230-270v ac 1ph 50hz incl. material labour equipment and transport as per atc 4.2.6, 6.1.1, 7.6. , supply and installation of 1.5 sq.mm x 3c armoured cabled for complete led garden bollard lights wiring. as per atc clause 4.2.7 and 6.1.2 and 7.7 , supply and installation of 60a 3 way bakelite close type connector for ug cable and bollard light connection 35nos. as per atc clause 4.2.8 and 6.1.3 and 7.8 , supply and installation of 1. 5sq.mmx3c pvc insulated and sheathed coper flexible cable. as per atc clause 4.2.9 and 6.1.4 and 7.9 , supply and installation of 10a 2p mcb in pump house for 2 loops. as per atc clause 4.2.10 and 6.1.5 and 7.10 , supply and installation of 4 way mcb distribution board with phase neutral and ground connection. as per atc clause 4.2.11 and 6.1.6 and 7.11 , supply and installation of 25 mm hdpe pipe from pump house to security gate with long bend for laying ug cable on wall and underground. as per atc clause 4.2.12 and 6.1.7 and 7.12 , supply and installation of 25 mm pvc pipe each pipe length of 3 meter along with long bend and socket as per atc clause 4.2.13 and 6.1.8 and 7.13 , supply and installation of digital voltmeter indicator round or square red yellow and blue with container box as per atc clause 4.2.14 , supply and installation of 63a tpn switch fuse unit with encloser on panel board in pump house including removal of existing tpn switch fuse unit. as per atc clause 4.2.15 and 6.1.9 and 7.15 , supply and installation of 100a 415v four pole copper bus box in pump house at deep bhavan. as per atc clause 4.2.16 and 6.1.10 and 7.16 , supply installation testing and commissioning of automatic electromechanical boom barrier 4 to 6m lane with safety features access control integration as per atc 4.2.17 and 6.1.12 and 7.17. , supply and testing of hand held metal detector with lithium battery along with battery charging cable and charger kit. as per atc clause 4.2.18 and 6.1.13 and 7.18 , supply installation testing led sign board deep bhavan in hindi english gujarati 20x15 ft 3 ft letters acp with gi structure red yellow white led incl. all charges as per atc 4.2.19 and 6.1.14 and 7.19. , miscellaneous work as per atc 4.2.20 and 7.20., supply installation testing and commissioning of bollard lights boom barrier metal detector and led neon style sign board at deep bhavan, earthwork excavation and backfilling for cable trenches in all types of soil incl. dressing ramming watering and disposal of surplus soil within 50m lead. as per atc clause 4.2.1 and 7.1., providing and laying 1 ratio 3 ratio 6 pcc up to plinth using 20mm aggregate incl. material labour tools and plants as per atc clause 4.2.2 and 7.2., providing laying 1 ratio 2 ratio 4 pcc 40mm agg up to plinth for 28 lighted post footings incl plaster materials labor tools complete as per atc clause 4.2.3 and 7.3, applying low voc water thinnable cement primer on 28 lighted post footings incl. materials labor tools and plant complete as per atc clause 4.2.4 and 7.4., two or more coats synthetic enamel painting on 28 lighted post footings with even shade incl. materials labor tools and plants complete per atc clause 4.2.5 and 7.5., supply installation led garden bollard pole with 15w led luminaire cast iron 0.5m height 230-270v ac 1ph 50hz incl. material labour equipment and transport as per atc 4.2.6, 6.1.1, 7.6., supply and installation of 1.5 sq.mm x 3c armoured cabled for complete led garden bollard lights wiring. as per atc clause 4.2.7 and 6.1.2 and 7.7, supply and installation of 60a 3 way bakelite close type connector for ug cable and bollard light connection 35nos. as per atc clause 4.2.8 and 6.1.3 and 7.8, supply and installation of 1. 5sq.mmx3c pvc insulated and sheathed coper flexible cable. as per atc clause 4.2.9 and 6.1.4 and 7.9, supply and installation of 10a 2p mcb in pump house for 2 loops. as per atc clause 4.2.10 and 6.1.5 and 7.10, supply and installation of 4 way mcb distribution board with phase neutral and ground connection. as per atc clause 4.2.11 and 6.1.6 and 7.11, supply and installation of 25 mm hdpe pipe from pump house to security gate with long bend for laying ug cable on wall and underground. as per atc clause 4.2.12 and 6.1.7 and 7.12, supply and installation of 25 mm pvc pipe each pipe length of 3 meter along with long bend and socket as per atc clause 4.2.13 and 6.1.8 and 7.13, supply and installation of digital voltmeter indicator round or square red yellow and blue with container box as per atc clause 4.2.14, supply and installation of 63a tpn switch fuse unit with encloser on panel board in pump house including removal of existing tpn switch fuse unit. as per atc clause 4.2.15 and 6.1.9 and 7.15, supply and installation of 100a 415v four pole copper bus box in pump house at deep bhavan. as per atc clause 4.2.16 and 6.1.10 and 7.16, supply installation testing and commissioning of automatic electromechanical boom barrier 4 to 6m lane with safety features access control integration as per atc 4.2.17 and 6.1.12 and 7.17., supply and testing of hand held metal detector with lithium battery along with battery charging cable and charger kit. as per atc clause 4.2.18 and 6.1.13 and 7.18, supply installation testing led sign board deep bhavan in hindi english gujarati 20x15 ft 3 ft letters acp with gi structure red yellow white led incl. all charges as per atc 4.2.19 and 6.1.14 and 7.19., miscellaneous work as per atc 4.2.20 and 7.20.
Agency / Dept :
department of lighthouses and lightships DGLL
Due Date :
Oct 14, 2026 (Expire Today)
Tender Value :
Refer Document
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T18 Ref No : 17413361
Location : memari , west bengal
tender for installation of civil equipment instrument for sieve analysis both coerce and fine aggregate normal digital weighting machine vacates apparatus cbr testing machine activity 140667023
Agency / Dept :
zilla parishad ZP
Due Date :
Sep 28, 2026
Tender Value :
1.24L
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T18 Ref No : 16586319
Location : bardhaman , west bengal
Source : GEM Tenders
corrigendum tender for supply laying and testing cable xlpe insulated screened pvc bedded galvanized steel strip etc. , excavation in trenches not exceeding 1.5 m width and not exc 1.5m in depth getting etc. , excavation in trenches not exceeding 1.5 m width and exc 1.5m in depth getting out etc. , returning filling in including spreading levelling watering and well ramming in layers etc. , removal of surplus soil to a distance not exceeding 50 m and depositing where etc. , supply and lay of pcc cable cover class hv type 1 flat size 300mmx180mmx40mm etc. , supply and lay for dry clean dirtless river sand filling for cable protection with a layer of 8cm etc. , m and l for double wall corrugated dwc high density polyethylene pipes hdpe of 90mm dia etc. , m and l for fixing gi tubing 80mm dia light grade use for the protection of cable etc. , m and l for manual boring under road crossing and laying pipe across the road etc. , sandf pcc cable route marker of size 900x300x70mm embossed with ht ug etc. , material and labour for steel tubular poles complete with cast iron base palate final taper plug bolts nuts etc. , m and l for switch air break gang operated triple pole out door type unit on ht 11 kv etc. , m and l for 11 kv 200 amps outdoor type horn gap fuse set conforming to is 9385 part i and ii etc. , m and l for cross arms bracing supports clamps and back plates fabricated from structural etc. , m and l for pin type porcelain vitreous brown insulator of size 150mm height 150mm etc. , m and l for lightning arrester surge protector 11 kv grade heavy duty single pole etc. , s and f danger notice plate of 1.6mm thick mild steel sheet vitreous enamelled white etc. , m and l for cement concrete in foundations filling and mass concrete type d2 etc. , m and l for pcc 1 3 6 type c2 using 40mm grade aggregate as in foundation for pole etc. , m and l for pcc 1 2 4 type b1 using 20mm grade aggregate as in coping for pole etc. , m and l for earthing complete with galvanised steel earth plate electrode 60x60cm 6mm thick etc , m and l for earth continuity conductor or main earthing lead fixed to wall on batten etc. , m and l for disc type porcelain polymer insulator vitreous 145 mm height and 255 mm etc. , pick axe as per is 273 (q4), supply, installation, testing of current transformer 33kv, single phase, outdoor oil filled , ratio 150 75/5 5a , two core, one metering (burden 15va, accuracy class 0.5) and one protection core (burden 30va, accuracy class 5p20) insulation level 36 kv / 70 kv as per is 2705 to suit vcb make complete incl taking out old ct all as per sample and directed., supply, installation, testing of 33 kv single phase out door oil cooled pt of ratio 33 kv/ rt 3 / 110 v/rt 3 accuracy class 1.0 . burden 100va. insulation class 70/170 kv , voltage fector 1.2 cont and 1.5 for 30 sec , confirming to is 3156 complete (as per sample) incl taking down old unserviceable pt all as specified and directed., supply & fixing of 33 kv disc type suspension insulator, porcelain/polymer type, 70 kn mechanical strength, complete with cap and pin, ball & socket type coupling, suitable for 33 kv overhead line, conforming to is 731, including all fittings and accessories complete all as specified and directed., supply & fixing of 33 kv post type insulator, porcelain/polymer, brown glazed, suitable for 33 kv overhead line, complete with gi pin, lead thimble, and all accessories, conforming to is 731 / is 2544 complete all as specified and directed., preparation of detailed layout drawing in autocad and supply, fabrication, uv printing/engraving and fixing of 33 kv main receiving station layout, powerhouse no 2 layout and powerhouse no 1 layout on acp board, comprising site verification, preparation/finalization of single line diagram (sld) and equipment layout in autocad, submission for approval, high resolution uv printing or cnc engraving on minimum 3 mm thick aluminium composite panel (acp), protective coating, aluminium framing, and wall mounting complete in all respects., m & l for filling and spreading aggregate/stone using 40 mm grade trap stone aggregate around 4 pole , 2 pole structure and transformer etc., m&l for surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and as directed., m&l 150 mm thick soiling (or sub base) with broken boulders or quarried stone, interstices filled, suface formed and rolled and consolidated to required gradient and camber all as specified and directed., m&l for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed., m&l for pcc 1 4 8 type d 2 (40mm graded aggregate) in foundations, filling and mass concrete., m&l for pcc 1 2 4 type b1 (using 20mm grade aggregate) as in coping for pole inclduing form work and finishing the surfaces even and smooth etc complete all as specified and directed., supply and fix led tube light fitting surface and wall mounted batten with 20 watts led including removal of old one complete all as specified and directed., m and l for earthing complete with galvanised steel earth plate electrode 60x60cm 6mm thick buried directly in ground earth pit not less than 225 metres deep below ground level with top edge of the plate not less than 15 metres below normal ground level connected to galvanised iron strip 25x4mm by means of bolts nuts check nuts and washers of galvanised iron or steel all as shown in electrical plate no 3 connected to earthing test point all as specified or indicated including testing on completion, excavation in trenches not exceeding 1.5 m width and not exc 1.5m in depth getting out in soft/loose soil all as specified and as directed., excavation in trenches not exceeding 1.5 m width and exc 1.5m in depth getting out in soft/loose soil all as specified and as directed., returning filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm in thick using excavated soft/loose soil all as specified and as directed., removal of surplus soil to a distance not exceeding 50 m and depositing where directed by engr in charge., m&l for fixing gi tubing 15mm dia light grade use for the protection of earthing lead., m&l for fixing gi tubing 20mm dia light grade use for watering to earthing, m&l for funnel, wire mesh, lugs, nut, bolts etc, m&l for ms angle frame and sheet cover, m&l for pcc 1 2 4 type b1 (using 20mm grade aggregate) for earth pit chamber inclduing form work and finishing the surfaces even and smooth etc complete, m and l for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 32x6 mm galvanised iron strip complete, m and l for disc type porcelain/polymer insulator vitreous 145 mm height and 255 mm diameter ball and socket type suitable for 11 000 volts grade complete with one galvanized mild steel spindle two galvanized iron washers and one galvanized iron nut complete in all respects as specified and as directed.
Agency / Dept :
indian army
Due Date :
Aug 07, 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
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T18 Ref No : 17228731
Location : kapkote , uttarakhand
Source : GEM Tenders
tender for soil permeability apparatus , proctor compaction apparatus , hydrometer , pycnometer , ring and ball apparatus , universal penetrometer for bitumen and soil , ductility testing machine with digital temp indicator , flash point open and fire point cleveland , hand operated extractor , prismatic compass with stand , digital direct shear test apparatus , soil plastic limit test equipment , soil shrinkage limit test equipment , soil liquid limit testing equipment , slump test apparatus , mould cast iron for 150mm cube , beam mould , surveyor compass , cylindrical mould , reynold appratus , arrows , aggregate impact tester , compaction factor apparatus , alidade , ranging rod , metric chain , levelling staff , plane table set with alidade , bernoullis appratus , digital ph metre , auto level set , vee bee automatic consistometer , digital laboratory oven , los angeles abrasion testing machine, ugip upgradation, as per atc
Agency / Dept :
department of technical education DTE
Due Date :
Sep 26, 2026
Tender Value :
Refer Document
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T18 Ref No : 16919776
Location : rupnagar , punjab
Source : GEM Tenders
tender for vicat apparatus , cube mould 1 , cube mould 2 , vibrating machine for cement cube , compression testing machine , thickness gauge , length gauge , thermostatically controlled oven , platform weighing machine , digital weighing balance , bulk density apparatus , a set of sieves 200mm brass , a set of sieve 300 mm gi sieves , slump test apparatus is 7320 , compaction factor apparatus , rebound hammer test , ultrasonic pulse velocity apparatus , water bath , blaine air permeability apparatus , le chatelier soundness apparatus , wire basket , vee bee apparatus , concrete mixer , sieve shaker , beam mould , cylindrical mould , needle vibrator , riffle sampler , table vibrator , trowel 100 to 150 mm length , trowel 60 mm length , standard spatula , pan , tamping rod , california bearing ratio test apparatus , ductility testing machine , aggregate impact tester , los angeles abrasion testing machine , standard penetrometer , ring and ball apparatus , water bath thermostatically controlled , aggregate crushing test apparatus , trowel 100 to150 mm length , auto level , abney level 225mm , dumpy level with stand gun metal and brass , ceylon ghat tracer , pentagraph , hand level 125 mm , fibre tape freeman , metric chain 30m 8 swg , leveling staff , line ranger , offset rod divided into parts each 0point2 m length , optical square , plane table complete set , prismatic compass , prism square , tangent clinometer , ranging rod 4m , planimeter , binoculars , electronic theodolite with all accessories in box , auger , standard penetration test equipment complete in all respect , extraction of disturbed and undisturbed samples , field density measurement core cutter method is 2720 , casagrandes appartus liquid limit and plastic limit determination , a set of sieves 200mm brass made , mechanical analysis set of sieves gi , laboratory compaction tests standard proctor test is 2720 , modified proctor test , electronic balance 10kg capacity , determination of unconfined compression test , direct shear test on sandy soil samples is 2720 , vane shear test on cohesive soils is2720 , permeability test apparatus is 2720 , rapid moisture meter , sieve shaker with electricmotor , cone penetrometer liquid limit , sand replacement apparatus , pycnometer , youngs medulus aparatus , deflection of beam apparatus , microprocessor water analysis kit , do meter , bod incubator , tds meter , laboratory hot air oven , water bath with digital controller , model of bricklayers scaffolding size is about 50 into 20 into 40 cm , carpentry joints , model of centering of arch model , model of corner window lintel , model of grillage foundation , model of joints of trusses , model of king post truss , model of bricks , model of partition wall , model of stair cases , model of piles of different types , model of queen post truss , plate girder bridge , model of an aqueduct , syphon aqueduct , masonry erection tools, procurement of civil engineering laboratory machinery equipments and items, as per atc
Agency / Dept :
department of technical education and industrial training
Due Date :
Sep 09, 2026
Tender Value :
20.65L
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T18 Ref No : 17071359
Location : bangalore , karnataka
Source : GEM Tenders
corrigendum tender for removal of existing bituminous concrete layer , removal of existing synthetic astro turf surface , providing and laying bituminous concrete as per fih guidelines , removing and refixing of existing drain cover after relaying of hockey turf , earth work in excavation by mechanical or manual means in trenches or drains , providing and laying in position cement concrete of aggregate 40 mm , providing and laying in position cement concrete of aggregate 20 mm , steel work welded in built up sections or framed work , applying priming coat with ready mixed red oxide zinc chromate primer , painting with synthetic enamel paint , providing and fixing gi chain link fabric fencing of required width , supply and installation of fully computerized automatic and single key operation , supply, installation, testing and commissioning of 500 w led flood lights , supply, installation, testing and commissioning feeder pillar control panel , supply and installation of fih approved synthetic turf of green colour , supply installation testing and commissioning of dug out min 10 seating cap , supply and fixing of aluminium goal post for hockey , vendor to provide fih certification for global category , transportation charges of materials both removal and installation till site, re laying of existing astro turf hockey ground, removal of the existing bituminous concrete layer by milling machine to correct the ground gradient as per latest fih guidelines and removal of unserviceable materials from the site as per direction of tech rep or project officer including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 1, removal of the existing synthetic hockey surface with rubber shock pad and disposal of the old unserviceable synthetic material including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 2, providing and laying bituminous concrete strictly as per fih guidelines under the supervision of turf manufacturer representative or engineer using crushed stone aggregates of specified grading premixed with bituminous binder and filler transporting the hot mix to work site by tippers laying with paver finisher equipped with electronic sensor to the required grade alignment and level by special lazer equipment and rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per the direction of tech rep or project officer 50 mm compacted thickness with bitumen of grade vg 30 at the rate 5 point 5 percent by weight of total mix and lime filler at the rate of 3 percent by weight of aggregate prepared in batch type hot mix plant of 100 to 120 tph capacity please refer to specification attached at appendix a ser no 3, removing of existing drain cover and refixing after relaying of hockey turf including cleaning and minor repair work of drainage system as per direction of tech rep or project officer 12 mm cement plaster of mix 1 ratio 4 with 1 cement ratio 4 fine sand please refer to specification attached at appendix a ser no 4, earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1 point 5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto to 1 point 5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil please refer to specification attached at appendix a ser no 5, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 4 ratio 8 with 1 cement ratio 4 coarse sand ratio 8 graded stone aggregate 40 mm nominal size please refer to specification attached at appendix a ser no 6, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 2 ratio 4 with 1 cement ratio 2 coarse sand ratio 4 graded stone aggregate 20 mm nominal size please refer to specification attached at appendix a ser no 7, steel work welded in built up sections or framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc as required in grating frames guard bar ladder railings brackets gates and similar works please refer to specification attached at appendix a ser no 8, applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron or steel works please refer to specification attached at appendix a ser no 9, painting with synthetic enamel paint of approved brand and manufacture to give an even shade with two or more coats on new work please refer to specification attached at appendix a ser no 10, providing and fixing gi chain link fabric fencing of required width in mesh size 50 mm x 50 mm with height upto 6 m behind the goal posts and 2 point 5 m along the sides including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of tech rep or project officer made of gi wire of dia 4 mm please refer to specification attached at appendix a ser no 11, supply and installation of fully computerized automatic and single key operation with 6 pop up sprinkler system having a radius of 41 m at 6 bar pressure discharge of water specifically designed for synthetic sports hockey surface including all their fittings and accessories including earth work in excavation and re filling hdpe pipe dia 150 or 110 mm class pe 100 grade 12 point 50 kg per sqm minimum including all charges etc complete please refer to specification attached at appendix a ser no 12, supply installation testing and commissioning of 500 watts led flood lights wipro or bajaj or crompton or any equivalent brand with 12 lights x 4 nos on existing poles all as complete as required to fix lights on these poles please refer to specification attached at appendix a ser no 13, supply installation testing and commissioning of feeder pillar time control panel 3 ph with 16 amps mcb and amp power contactor installation of 12 light fixtures interlink connection cable for lights up to control panel please refer to specification attached at appendix a ser no 14, supply and installation of fih approved global category synthetic turf of pile height 13 mm alongwith cast in situ shock pad of minimum 15 mm thickness on prepared bituminous surface maintaining international hockey federation fih specification including all marking on the surface complete as per the instruction of tech rep or project officer the work shall be executed by an fih certified field builder and colour of the turf will be green please refer to specification attached at appendix a ser no 15, supply installation testing and commissioning of dug out with minimum 10 seating capacity of ss 304 and covering with polycarbonate sheets of approved shade with special turf wheels for movements etc as per directions of tech rep or project officer please refer to specification attached at appendix a ser no 16, supplying and fixing of aluminium goal post for hockey as per drawing design and specifications approved by fih including all fittings and net etc all complete as per direction of the tech rep or project officer please refer to specification attached at appendix a ser no 17, vendor to provide fih certification for global category for the project after completion of all wks please refer to specification attached at appendix a ser no 18 payment will be released after confirmation is received from fih certification authority, transportation charges of materials till site for deliveries and removal of debris from site out side the cantt premises please refer to specification attached at appendix a ser no 19
Agency / Dept :
indian army
Due Date :
Sep 05, 2026
Tender Value :
Refer Document
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Aggregate Testing Equipment. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Aggregate Testing Equipment sector is massive.

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How do I find government contracts exclusively matching my work in Aggregate Testing Equipment?

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Do I need specific testing or quality certificates to apply for these contracts?

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What is a BOQ and why is it important for my bid?

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

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

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How does the Dedicated Tender Expert from Tender18 help me?

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

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

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As an MSME, can I get financial benefits when bidding for Aggregate Testing Equipment?

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Why should I list my services or products on GeM for this category?

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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 Aggregate Testing Equipment is declared L1 and is generally awarded the contract

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