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25Latest Concrete block testing Tenders List

Latest Concrete block testing Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Concrete block testing 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 Concrete block testing 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 Concrete block testing Tender Intelligence & Monitoring

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

We categorize Concrete block testing 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 Concrete block testing 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 Concrete block testing 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 Concrete block testing Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Concrete block testing 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 Concrete block testing Sector in 2026

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

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

Is EMD mandatory for all Concrete block testing tenders?

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

What is the difference between a Concrete block testing 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 Concrete block testing tenders on Tender18?

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


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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

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Due Date
T18 Ref No : 17781628
Location : patna , bihar
Source : GEM Tenders
NEW TENDER
tender for surface excavation n exc not exceeding 30 cm deep and averaging 15cm deep and getting out , excavating in trenches n exc 1 5 m wide and n exc 1 5 m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc n exc 10 sq m on plan and n exc 1 5 m in depth and getting out , providing and laying sand filling under floors or in foundations including watering and consolidation , providing and laying bricks sub class b laid flat in floors old size bricks , material and labour cement concrete in foundations filling and mass concrete type b2 1 2 4 , material and labour boring holes 3 m deep in soil for under reamed piles and getting out and disposal of spoil to a distance of n exc 50 m , providing and laying rcc nominal mix in foundations including rafts footings foundation beams plinth beams bases for columns etc , providing and laying brickwork with subclass b bricks straight or curved on plan exc 6m mean radius built in cement mortar 1 4 , providing and rendering 12mm thick on fair faces of brick work or concrete surfaces in cement moratr 1 4 , providing and laying screed bed or bedding layer of mortar 15 mm thick for laying floor finishes , supply and fixing granite of any type work table rubbed polished in steps jambs pillars window cills cooking platforms , providing supplying placing and fixing in position an 8 0 2 44 m high statue of bhagwan birsa munda artistically carved from selected premium quality marble stone , providing supplying erecting testing and commissioning of 6 0 m high decorative ornamental street light pole of approved design including light and fittings, renovation of birsa munda chowk, surface excavation n exc not exceeding 30 cm deep and averaging 15cm deep and getting out, excavating in trenches n exc 1 5 m wide and n exc 1 5 m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc n exc 10 sq m on plan and n exc 1 5 m in depth and getting out, providing and laying sand filling under floors or in foundations including watering and consolidation, providing and laying bricks sub class b laid flat in floors old size bricks, material and labour cement concrete in foundations filling and mass concrete type b2 1 2 4, material and labour boring holes 3 m deep in soil for under reamed piles and getting out and disposal of spoil to a distance of n exc 50 m, providing and laying reinforced cement concrete nominal mix in foundations including rafts footings foundation beams plinth beams bases for columns etc basement slabs under reamed piles and mass concrete, providing and laying brickwork with subclass b bricks straight or curved on plan exc 6m mean radius built in cement mortar 1 4, providing and rendering 12mm thick on fair faces of brick work or concrete surfaces in cement moratr 1 4, providing and laying screed bed or bedding layer of mortar 15 mm thick for laying floor finishes, supply and fixing granite of any type work table rubbed and polished in steps jambs pillars window cills cooking platforms and like in cement mortar 1 4 including pointing in white cement 1 2 using marble dust with admixture of pigment to match with shade of granite, providing supplying placing and fixing in position an 8 0 2 44 m high statue of bhagwan birsa munda artistically carved from selected premium quality marble stone complete with detailed sculptural features smooth finished and polished surface including carving finishing polishing transportation loading unloading lifting positioning and securely fixing the statue on the prepared pedestal base with suitable anchoring arrangement complete in all respects as per approved design drawing and direction of engineer in charge, providing supplying erecting testing and commissioning of 6 0 m high decorative ornamental street light pole of approved design and finish complete with ornamental led luminaire of 30 watt capacity including suitable pole base plate foundation bolts rcc pcc foundation of adequate size excavation concrete work cable entry arrangement internal wiring with suitable copper conductor cable mcb fuse protection terminal block earthing connection all necessary fixtures brackets clamps fasteners and accessories including transportation installation testing and commissioning complete in all respects as per approved design and direction of engineer in charge
Agency / Dept :
directorate general defence estates DGDE
Due Date :
Oct 24, 2026 (9 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 17682709
Location : sidhi , madhya pradesh
Source : GEM Tenders
LIVE TENDER
tender for earth work in excavation by mechanical means , filling available excavated earth ,excluding rock, , providing and laying in position cement concrete , providing and laying in position specified grade of reinforced cement concrete , steel reinforcement for rcc work including straightening , brick work with common burnt clay fps ,non modular, bricks , cement plaster 12 mm , providing and laying vitrified tiles in different sizes , providing and fixing 1st quality ceramic glazed wall tiles , providing and fixing factory made upvc , powder coated steel door frames , wall painting with premium acrylic emulsion paint of interior grade , finishing walls with acrylic smooth exterior paint , synthetic enamel paint, , constructing brick masonry septic tank of suitable capacity plaster , providing and fixing white vitreous china pedestal type , orissa pattern , providing and fixing white vitreous china flat back half stall urinal , providing and fixing wash basin with ci brackets , providing and fixing chlorinated polyvinyl chloride , providing and fixing pvc , swr pipes for soil , internal electrical installation, concealed pvc conduit wiring with copper frls wires , supply installation testing and commissioning of 1,5 hp single phase submersible pump set, construction of complete school toilet block at saskiya poorv madhyamik vidhayala, earth work in excavation by mechanical means ,hydraulic excavator,,manual means over areas ,exceeding 30 cm in depth, 1,5 m in width as well as 10 sqm on plan, including getting out and disposal of excavated earth lead upto 50 m and lift upto 1,5 m, as directed by engineer,in,charge, all kinds of soil,, filling available excavated earth ,excluding rock, in trenches, plinth, sides of foundations etc, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1,5 m,, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all work up to plinth level , 1,4,8 ,1 cement , 4 coarse sand , 8 graded stone aggregate 40 mm nominal size,,, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement , all work up to plinth level , 1,1,5,3 ,1 cement , 1,5 coarse sand , 3 graded stone aggregate 20 mm nominal size, ,rate includes design mix equivalent work up to roof level as per site requirement,,, steel reinforcement for r,c,c, work including straightening, cutting, bending, placing in position and binding all complete upto plinth level, thermo,mechanically treated bars of grade fe,500d or more,, brick work with common burnt clay f,p,s, ,non modular, bricks of class designation 7,5 in foundation and plinth in , cement mortar 1,6 ,1 cement , 6 coarse sand,,, brick work with common burnt clay f,p,s, ,non modular, bricks of class designation 7,5 in superstructure above plinth level up to floor v level in all shapes and sizes in , cement mortar 1,6 ,1 cement , 6 coarse sand,,, 12 mm cement plaster of mix , 1,6 ,1 cement , 6 fine, providing and laying vitrified tiles in different sizes ,thickness to be specified by manufacturer,, with water absorption less than 0,08, and conforming to i,s, 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1,3 ,1 cement, 3 coarse sand,, jointing with grey cement slurry3,3 kg,sqm including grouting the joint with white cement and matching pigments etc,, complete, size of tile 600,600 mm,, providing and fixing 1st quality ceramic glazed wall tiles conforming to is, 15622 ,thickness to be specified by the manufacturer,, of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer,in,charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1,3 ,1 cement , 3 coarse sand, and jointing with grey cement slurry3,3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete,, providing and fixing factory made upvc , powder coated steel door frames, shutters, windows, ventilators with necessary fittings, fixtures, glazing, locking arrangements complete as per approved drawings, ,composite item covering steel,pvc doors & windows,,, wall painting with premium acrylic emulsion paint of interior grade ,voc50 g,l, of approved brand two coats on prepared surface,, finishing walls with acrylic smooth exterior paint , premium acrylic exterior paint with silicone additives two or more coats over priming coat,, painting with synthetic enamel paint , deluxe multi surface paint two or more coats , on steel doors, frames, grills etc,, constructing brick masonry septic tank of suitable capacity ,approx, 10to15 users, as per is 2470 and cpwd specifications, including excavation, pcc bed, brick masonry in cm 1,4 , 1,6, internal cement plaster with waterproofing compound, rcc cover slab with manhole covers & frames, baffle walls, inlet,outlet pipes, ventilating pipe with mosquito proof cowl, and constructing soak pit filled with brick bats , aggregate complete as per standard design and direction of engineer,in,charge,, providing and fixing white vitreous china pedestal type , orissa pattern water closet with seat and lid, 10 litre low level white p,v,c, flushing cistern, including flush pipe, fittings & brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required, ,2 nos, wc cubicles 1 for boys , 1 for girls,,, providing and fixing white vitreous china flat back half stall urinal of size 580,380,350 mm with white pvc automatic flushing cistern, with fittings, standard size c,p, brass flush pipe, spreaders with unions and clamps ,all in c,p, brass, with waste fitting as per is , 2556, c,i, trap with outlet grating and other couplings in c,p, brass, including painting of fittings and cutting and making good the walls and floors wherever required, ,4 nos, urinals 2 for boys , 2 for girls,,, providing and fixing wash basin with c,i, brackets, 15 mm c,p, brass pillar taps, 32 mm c,p, brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required, ,2 nos, wash basins shared , one for each toilet block,,, providing and fixing chlorinated polyvinyl chloride ,cpvc, pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1,00 m spacing, this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge, internal work , exposed on wall, ,complete water supply lines,,, providing and fixing pvc , swr pipes for soil, waste and vent pipes including fittings, traps, floor traps, inspection chambers, testing and commissioning complete,, internal electrical installation, concealed pvc conduit wiring with copper frls wires, modular switches & sockets, led lights, exhaust fans, mcb db, earthing, testing & commissioning,, supply, installation, testing and commissioning of 1,5 hp single phase submersible pump set complete with stainless steel submersible pump and motor, hdpe,gi delivery pipe, nrv, gate valve, starter with overload protection, control panel, earthing, interconnection with 1000 l overhead tank, all accessories, labour, testing and commissioning complete,
Agency / Dept :
bharat earth movers limited BEML
Due Date :
Oct 19, 2026 (4 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 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 (7 days left)
Tender Value :
59.95L
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T18 Ref No : 17704301
Location : ernakulam , kerala
Source : GEM Tenders
LIVE TENDER
tender for supply and testing of digital concrete test hammer rebound hammer. , supply and testing of digital moisture meter with digital display. , supply and testing of digital ph meter. , supply of digital vernier caliper 0 to 300 mm alloy steel with instruction booklet , supply of digital outside micrometer. , supply and testing of portable compressor with 12 volts maximum power., miscellaneous tools and plant items, supply and testing of digital concrete test hammer rebound hammer rh 225b conforming standards for test procedures is13311 part2 en125042 astm c805 bs1881 etc battery rechargeable li ion impact energy appx nm 2 point 207 2 point 25 highest measurable compressive strength 100 mega pascal with all accessories like battery charger data transfer cable data transfer software for pc and printer carrying strap abrasive grinding stone documentation carrying case instruction booklet with conversion chart 80 plus minus 2 calibration block or steel anvil with one year warranty. model langry rh225b or equivalent model available in gem, supply and testing of digital moisture meter with digital display alphanumeric type having measuring range 0 percentage to 25 percentage microprocessor built in rechargeable battery with minimum 5 hrs usage with all necessary accessory including instruction booklet. model mag f0261 or equivalent model available in gem, supply and testing of digital ph meter microprocessor based 0 point 00 to 14 point 00 battery operated temperature range 0 to 100 degree c with accessories measuring electrode glass calomel electrode temperature probe electrode stand calibration buffers operation manual power cable test reports of the product from central govt or nabl or ilac accredited lab showing compliance to the specification etc. model accumax india ai sl 85 or equivalent model available in gem., supply of digital vernier caliper 0 to 300 mm alloy steel with instruction booklet. model baker n5 2dl2 irrd or equivalent model available in gem., supply of digital outside micrometer. model accusize industrial tools bc201101 or equivalent model available in gem., supply and testing of portable compressor with 12 volts maximum power 0 point 2 horsepower capacity 1 point 26 cubic feet 100 psi pressure gauge carry bag and all accessories. model viair 84p or equivalent model available in gem.
Agency / Dept :
indian army
Due Date :
Oct 24, 2026 (9 days left)
Tender Value :
2L
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T18 Ref No : 16566874
Location : darjeeling , west bengal
Source : GEM Tenders
corrigendum tender for excavation , returning , removal , taking out , cutting , same as 7 100mm , supply and welding , di fitting , repaire sluice valve , ci butterfly valve , supply installation testing and commissioning of irp and filtration plant , m and l for pcc , m and l for valve chamber, boq misc, excavation in trenches not exc. 1.5 mtr wide and not exc. 1.5 mtr in depth and getting out excavated material for laying taking out pipe line in any type of soft loose soil complete all as specified and directed., returning filling in including spreading leveling watering and well ramming in layers not exc 25 cm in each layer in any type of soil complete all as specified and directed., removal of surplus soil to a distance not exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in any type of soil all as specified and directed., taking out 100 mm bore ci di gi water main from trenches and staking at site complete all as directed., cutting of existing cast iron di pipes in any position for insertion and fitting of new tee coller tail pieces etc for taking out connections branch connections complete all as specified and directed for the following sizes note a excavation earth work shall be measured and paid seperately under respective item of schedule. b fittings shall be measured and paid seperately as supply only under respective item of the schedule, same as item no. 7 but for 100 mm dia, supply welding fabrication and testing of erw ms pipes 100 mm dia including flanges complete all as specified and as directed by engineer in charge., m l for di fittings for spigot and socket pipes of size 80 mm to 150 bore such as bends any type radius and angle tapers any type straight bend increasing decreasing or double socket etc tee pieces single branch y junction double branch cross all sockets or socket and spigot collars caps and plugs complete all as specified and directed., s f in repair sluice valve heavy duty with ss spindle h w conforming to is 14846 both end flanged class pn 1.6 of size 150 mm dia incl necessary nuts bolts washers and gasket complete all as specified and directed., s f in repair cast iron butterfly valve heavy duty conforming to is 14846 both end flanged class pn 1.6 of size 100 mm dia incl necessary nuts bolts washers and gasket complete all as specified and directed., supply installation testing and commissioning of iron removal irp cum pressure filteration plant of capacity 10 000 gallon per hour gph with pressure filter size 2000 mm dia and 1800 mm height with catalytic media oxidation chamber 1000 mm dia and 1200 mm height with filling of gravels and catalytic media including rcc foundation for entire system as per oem recommendations foundation drawing . the complete layout for pipeline connection and butterfly valves pressure gauge 2 nos sampling cocks etc complete all as specified and as directed by engineer in charge. make rmco or equivalent, m l for pcc 1 3 6 type c2 using 40mm graded stone aggregate 100 mm thick as in road pcc or any other works required on site requirement all as directed by engr in charge., m l for construction of valve chamber with ms sheet cover 3mm thick with angle iron frame of size 50 x 50 x 6mm and locking arrangements with handle duly painted with one coat of primer and two coats of black synthetic enamel paints including excavation and earth work in any type of soil pcc 1 4 8 type d2 in foundation pcc benching 1 2 4 type b 1 pcc 1 5 8 block masonry 20 cm thick in cement mortar 1 6 10 mm thick plastering in cm 1 4 pcc bed in 1 3 6 and coping 50mm thick in cement concrete 1 2 4 type b1 using 20mm stone aggregate including necessary formwork painting one coat of red oxide and two coats of bituminous black paint on all metallic surfaces as specified and as directed of sizes 1000mm x 1000mm x 1000mm internal dimensions complete all as specified and as directed.
Agency / Dept :
indian army
Due Date :
Aug 05, 2026
Tender Value :
Refer Document
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T18 Ref No : 16682857
Location : jamjodhpur , gujarat
Source : GEM Tenders
corrigendum tender for screw extruder machine , agglomerator machine , moving belt for material transferring plant , aircooled diesel engine coupled with mud pump , submersible pump , m.s. 200 mm dia delivery pipe line , m.s. 250 mm dia header pipe , 200mm dia butterfly valve , 250mm dia butterfly valve on header pipe , 200mm dia reflux valve on delivery pipe , 250mm dia reflux valve on header pipe , expansion bellow , cement concrete in thrust block , a. t. s. from 36 to 45 hp , heavy duty cable , submersible copper cable , earth pit , lowering of submersible pump, screw extruder machine, agglomerator machine, moving belt for material transferring plant, aircooled diesel engine coupled with mud pump, providing, supply at site, storage, testing & commissioning of paider type submersible, non clog type with required capacity & head as per is 8034, supply at site of m.s. 200 mm dia delivery pipe line, supply at site of m.s. 250 mm dia header pipe line, supply at site of isi mark pn 1.6 cl d/f butterfly valves, supply at site of isi mark pn 1.6 cl d/f reflux valves, supply at site of flange ends expansion bellow, supply at site, storage, erection, installation, testing & commissioning of flange ends expansion bellow as per ejma standards, providing & laying reinforced cement concrete in thrust block i piping i valves supports etc., s.l.t.c of control panel board auto transformer starter suitable for local & remote pump control application consisting of auto transformer, s.l.t.c. of 1.1 kv grade, xlpe insulated, stranded copper conductor, galvanised steel flat strip i round wire armoured, extruded pvc type st2 sheathed, heavy duty cable (from supply to panel board), s.l.t.c. of pvc insulated flat submersible copper cable as per detailed technical specifications of ric of gwssb conforming to is 694, iec 60227 i 60228. size 1 x 3c x 25 mm2 (panel board to motar), supplying & erecting earth pit of minimum bore dia.150mm size approved make earthing electrode consisting pipe-in-pipe technology as per is 3043-1987, lowering of submersible pump sets/bore well pump sets in well/sump with hope pipe/gi/ms column pipe
Agency / Dept :
nagar palika nigam
Due Date :
Aug 13, 2026
Tender Value :
Refer Document
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T18 Ref No : 16835963
Location : jammu , jammu & kashmir
Source : GEM Tenders
tender for supply installation testing and commessioning of fol storage tank , dispensing pump , battery 12 v 12 ah , cement of 43 grade , river , crushed stone aggregate 40mm , hardcore 40 to 63mm , machine pressed precast concrete interlocking paver block, fol storage tank, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 1, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 2, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 3, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 4, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 5, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 6, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 7, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 8
Agency / Dept :
indian army
Due Date :
Aug 29, 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
View Documents
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 : 17037016
Location : berhampur , odisha
corrigendum tender for construction of academic cum administrative building g plus 6 residential buildings type ii and ii 2 blocks 72 nos s plus 9 type iv and ivs 1 block 28 nos s plus 7 type v 4 blocks 80 nos s plus 10 with monolitchic conrete construction technology type vi 1 block 14 nos s plus 7 directors residence g plus 1 3 nos 656 bedded hostel buildings s plus 8 with monolitchi concrete construction technology kitchen cum dinging g plus 2 guest house g plus 2 500 seated auditorium gf health centre g plu1 community centre g commercial facility centre s plus 1 sports complex gf including all internal and external services of civil electrical mechanical including stp wtp roads footpaths landscaping and horticulture etc fire griha igbc compliant building for a functional permanent campus of iiser berhampur odisha sh supply installation testing and commissioning of water treatment plant required for feeding soft water to hvac chiller plant at iiser berhampur
Agency / Dept :
central public works department CPWD
Due Date :
Aug 05, 2026
Tender Value :
15.2L
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Concrete Block Testing. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Concrete Block Testing sector is massive.

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

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

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

Stop wasting time filtering through irrelevant notices. Our Concrete Block Testing Tender Information Service is engineered for precision. We track exact product codes, service names, and specialized work terms across all government portals nationwide. When a buyer publishes a requirement that matches your specific business profile, our system alerts you instantly.

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Bidding for specific works requires studying strict technical parameters. We provide immediate access to the core documents you need to evaluate the project:

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  • Real-Time Technical Amendments: If the buying department changes the product specifications, alters the service scope, or shifts the delivery timeline, we instantly update the parent file so you are never caught off-guard.

Winning a contract for Concrete Block Testing depends entirely on how perfectly your technical capabilities match the buyer’s demands. Even if you have the best product or service, a poorly formatted document or a missing compliance certificate will lead to instant technical rejection. Tender18’s Tender Bidding Service eliminates this risk by taking complete ownership of your digital submission.

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Under this service, Tender18 assigns a Dedicated Experienced Technical Person to your profile. This expert handles the heavy lifting of the entire bidding cycle:

  • Capability Mapping: We thoroughly cross-check your past completion certificates, ISO standard proofs, and financial turnover against the strict eligibility criteria required for Concrete Block Testing bids.
  • Secure System Integration: Our technical desk seamlessly links your Class III Digital Signature Certificate (DSC) with the required e-procurement servers to securely encrypt your technical and financial envelopes.
  • Error-Free Financial Uploads: We audit your quoted BOQ pricing sheets for any formula or formatting errors before the final upload, ensuring your bid is successfully locked before the portal's closing hours.

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

With an industry-leading support success ratio of over 95%, we handle the complex marketplace compliance so you can focus entirely on executing your orders

Expert Profile Management & Catalogue

Our dedicated consultants ensure your GeM presence is structurally perfect:

  • Precise Catalogue Listing: We upload and categorize your specific offerings under the exact search terms and parameters used by government buyers looking for Concrete Block Testing, ensuring maximum search visibility.
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Strategic Live Bid Participation

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

1.

How do I find government contracts exclusively matching my work in Concrete Block Testing?

The easiest way is through the Tender18 platform. Instead of searching department by department, our system uses advanced keyword matching to gather all live supply, service, and execution tenders related directly to your core business in one place.

2.

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

It heavily depends on the nature of the work. For supply contracts, buyers often ask for ISO certifications, BIS marks, or specific lab testing reports. For service contracts, they may ask for labor licenses or past performance certificates (work orders).

3.

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

The Bill of Quantities (BOQ) is the official financial Excel sheet where you enter your competitive prices. Any mistake in this file—like adding extra rows, changing formulas, or saving it in the wrong format—will cause the portal server to reject your entire bid.

4.

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

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

5.

How does the Dedicated Tender Expert from Tender18 help me?

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

6.

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

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

7.

As an MSME, can I get financial benefits when bidding for Concrete Block Testing?

Yes, the government strongly supports MSMEs. By uploading a valid Udyam Registration Certificate in the technical envelope, small businesses are frequently exempted from paying the initial Tender Document Fee and the Earnest Money Deposit (EMD).

8.

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

GeM is now the primary digital marketplace for all government agencies. If you are properly cataloged for Concrete Block Testing, officers can view your profile and generate direct purchase orders or invite you to participate in exclusive Custom Bids.

9.

What makes Tender18 a reliable GeM support partner?

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

10.

What does "L1" mean in these government contracts?

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

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