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10Latest Angle iron truss Tenders List

Latest Angle iron truss Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Angle iron truss 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 Angle iron truss 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 Angle iron truss Tender Intelligence & Monitoring

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

We categorize Angle iron truss 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 Angle iron truss 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 Angle iron truss 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 Angle iron truss Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Angle iron truss 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 Angle iron truss Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Angle iron truss 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 Angle iron truss tender alerts?

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

Is EMD mandatory for all Angle iron truss tenders?

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

What is the difference between a Angle iron truss 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 Angle iron truss tenders on Tender18?

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


Get Expert Support for Angle iron truss Tenders

Tender18 is more than a listing platform—we are your strategic partner in winning tenders.

Our services include:

  • Tender discovery & analysis
  • Documentation support
  • Bid strategy & submission
  • GeM registration & OEM onboarding

📞 Call / WhatsApp: +91 7069661818
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Due Date
T18 Ref No : 16835395
Location : ghatshila , jharkhand
Source : GEM Tenders
LIVE TENDER
tender for demolishing r.c.c work , demolishing cement concrete , earth work , filling available excavated earth , filling in plinth with sand , plain cement concrete 1 isto 3 isto 6 , laying position cement concrete 1 isto 2 isto 4 , reinforced cement concrete work 1 isto 1.5 isto 3 , steel reinforcement , providing and fixing centering and shuttering , lintels or beams or plinth beams or chujja or griders or bressumers and cantilevers , structural steel work , brick work foundation and plinth , brick work in super structure , half brick masonry , 12 mm thick cement plaster 1 isto 6 , 15 mm thick cement plaster , 12 mm thick cement plaster 1 isto 4 , providing and fixing concertina coil , premium acrlic smooth exterior paint , chain link , supplying and laying painting with synthetic enamel paint , steel work in built up tubular , transportation of building rubbish , transportation of excavated earth , surface dressing , cleaning jungle , providing and applying priming coat with ready mixed wood, construction of boundary wall from sitadanga to jaduguda thana in ucil housing colony jaduguda, demolishing r.c.c work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 2 km lead as per direction of engineer in charge ., demolishing cement concrete mix 1 / 3 /6 as richer mix manually or by mechanical means including disposal of material within 1 km lead as per directions of engineer in charge ., earth work in excavation in foundation, trenches or drains not exceeding 1.50m in width or 10.00 sqm on plain including dressing of sites and ramming of bottoms, lift upto 1.50m including getting out the excavated soil and disposal of surplus excavated soil, including dewatering and directed with a lead of 500 m ., filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50 m., supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete of direction of the engineer in charge., providing and laying plain cement concrete1/3/6 - 1 cement /3 coarse sand / 6 graded stone aggregate 40mm nominal size in foundation plinth wherever necessary including desalinating finishing curing etc as per specification all complete but excluding the cost of centering and shuttering etc, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1 isto 2 isto 4 (1 cement / 2 coarse sand / 4 graded stone aggregate 20mm nominal size), providing and laying reinforced cement concrete work 1 isto 1.5 isto 3 - 1 cement /1.5 coarse sand / 3 graded stone aggregate 20mm down screened and washed including machine mixing placing in position and mechanically vibrating in columns pillars etc to any level and anywhere and like including preparing of the top surface finishing curing etc complete in all respects as per specification and direction of the engineer-in-charge, steel reinforcement for reinforced cement concrete work including transporting decoiling straightening derusting placing cutting to requiste length hooking bending to correct shape placing in proper position and binding with 16 gauge black annealed wire at every intersection including removal of loos rust and applying a coat of cement wash if necessary complete in all respects as per drawing and as directed, providing and fixing centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of column etc. for mass concrete., providing and fixing centering and shuttering including strutting propping etc and removal of form for - lintels beams plinth beams chujja girders bressumers and cantilevers, providing and laying structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete., providing and laying 1st class brick work with bricks of class designation 75 in foundation and plinth in cement mortar 1/6 -1 cement / 6 coarse sand including all complete as per specification drawing and direction of the eic., providing and laying best quality brick work in super structure upto floor two level 1/6- 1 cement / 6 coarse sand including curing scaffolding shuttering etc all complete. all materials including cement etc to be supplied by the contractor, half brick masonry with common burnt clay f.p.s non modular bricks of class designation 7.5 in foundations and plinth in cement mortar 1/4 - 1 cement / 4 coarse sand, providing and laying 12 mm thick cement plaster 1/6 -1 cement /6 fine sand all complete as per specifications. all materials including cement etc to be supplied by the contractor, providing 15 mm thick cement plaster to a rough side in cement mortar 1/6 - 1 cement / 6 fine sand including scaffolding ,raking the joints backing the surface finishing to correct lines, levels plumb curing as required ., providing and laying 12 mm thick cement plaster 1/4 - 1 cement / 4 fine sand with a floating coat of neat cement punning with redoxided powder all complete as per specification. all materials including cement etc. to be supplied by the contractor., providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron - y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape (r.b.t.) / spring core (2.5mm thick) wire of high tensile strength of 165 kg per sq. mm with tape (0.52 mm thick) and weight 43.478 gm per metre (cost of m.s. angle, c.c. blocks shall be paid separately) ., finishing walls with premium acrlic smooth exterior paint - whether coat with silicone additives of required shade - new work - two or more coats applied at the rate 1.43ltr per 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg per 10 sqm as approved by engineer in charge, providing and fixing g.i chain link fabric fencing of required width in mesh size 50 x 50 mm including straightening with 2 mm dia wire or nuts. bolts and washers as required complete as per the direction of engineer in charge. made of g i wire of dia 4mm ., supplying and laying painting with synthetic enamel paint / over two coats primer of approved brand and manufacturer two or more coats ., steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and two coat of synthetic enamel paint including welding and bolted with special shaped washers, locking arrangement etc. all complete. hot finished welded type tubes for single and double leaf entrance gates. size of gate - 3.50 m x 1.80 m -3 nos. size of gate - 1.20 m x 1.80 m -8 nos., transportation of building rubbish from working site to other area upto 2 km by mechanical transport including loading unloading and lift upto 2.20 m disposal of same to be leveled and neatly dressed as per instruction of engineer in charge ., transportation of excavated earth from working site to other area load upto 1 km by mechanical transport including loading unloading and lift upto 2 20 m disposal earth to be levelled and neatly dressed as per instruction of engineer in charge, surface dressing of the ground including removing vegetation and inequalities, clay etc., not exceeding 15cm deep and disposal of rubbish lead upto 500 m and lift upto 1 km, cleaning jungle including uprooting of rank vegetation , grass , brush wood ,trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared., providing and applying priming coat with ready mixed wood/ iron primer of approved brand (asian/berger/nerolac/ ici dulux) - iron work
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 18, 2026 (15 days left)
Tender Value :
5.52Cr
View Documents
T18 Ref No : 16716111
Location : baramulla , jammu & kashmir
tender for construction of iron angle truss of 03 roomed building at ms faqirbagh, zone chandoosa
Agency / Dept :
public works department PWD
Due Date :
Aug 17, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 16405264
Location : baramulla , jammu & kashmir
tender for construction of iron angle truss of 03 roomed building at ms faqirbagh, zone chandoosa
Agency / Dept :
public works department PWD
Due Date :
Aug 05, 2026
Tender Value :
9L
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T18 Ref No : 16639570
Location : reasi , jammu & kashmir
Source : GEM Tenders
tender for laip a type y shaped of 75mm x 75mm x 6mm as per bid specific documents , laip b type of isa 65mm x 65mm x 6mm as per bid specific documents , laip c type of isa 65mm x 65mm x 6mm as per bid specific documents , laip d type of isa 65mm x 65mm x 6mm as per bid specific documents , galvanised iron barbed wire as per bid specific documents , tor panels of size 3.00 x 1.25m made up of 10mm dia as per bid specific documents , angle iron strut picket of isa 65x65x6mm as per bid specific documents , punched tape concertina coil with 50 turns and 1050mm dia and all other spec as per bid specific documents , a1 panel supply of high security weld mesh panels as per bid specific documents , a2 panel weld mesh panels as per bid specific documents , punched tape concertina coil 850 mm dia 18 loops 3.5 mm core wire as per bid specific documents , punched tape concertina coil 850 mm dia 56 loops 3.5 mm core wire as per bid specific documents , a fence post as per bid specific documents , truss support post with rail and cap 76mm dia 1800mm long as per bid specific documents , truss support post with rail end cap 76mm dia 3100mm long as per bid specific documents , straining y arm for supporting top ptcc as per bid specific documents , razor running tape as per bid specific documents , b1 weld mesh panels as per bid specific documents , punch tape concertina coil 1050 mm dia 18 loops 3.5 mm core wire as per bid specific documents , b fence post as per bid specific documents , omega clamp 89 mm dia with flat clamp as per bid specific documents , omega clamp 76 mm dia with flat clamp as per bid specific documents , brace band 89 mm 40 mm width as per bid specific documents , tie wire 1.4mm dia 100mm length as per bid specific documents , mushroom head bolt with breakable head safety nut m8 x 25 as per bid specific documents , mushroom head bolt with breakable head safety nut m8 x 50 as per bid specific documents , mushroom head bolt with breakable head safety nut m8 x 120 as per bid specific documents , mushroom head bolt with breakable head safety nut m8 x 100 as per bid specific documents , ptcc rod 8.0 x 2640mm as per bid specific documents , post head cap for b post as per bid specific documents , cement opc 43 grade cement in hdpe bags of 50 kg each as per bid specific documents , sand coarse river sand as per bid specific documents , crushed stone aggregate 20mm as per bid specific documents , rcc hume pipe 300 mm internal dia np3 class as per bid specific documents , ms gabion basket 2x1x1mtr as per bid specific documents , ms pole 6m long tubular ms pole as per bid specific documents , led street light fitting 45 watt single piece high pressure as per bid specific documents , mcb 10a capacity suitable for 240 415v ac supply as per bid specific documents , 25 sqmm 4 core pvc insulated as per bid specific documents , 25 sqmm 2 core pvc insulated as per bid specific documents , 2.5 sqmm 2 core pvc insulated as per bid specific documents , pvc frpp rectangular junction box as per bid specific documents , mounting arm hang light gi pipe bracket 32mm dia light grade 1.2m long as per bid specific documents , hand gloves as per bid specification , fence cutter as per bid specification , iron cutter blade bosch as per bid specification , nylon rope 20mm as per bid specification , hdpe tarpulin 20x20 as per bid specification, as per bid specification
Agency / Dept :
indian army
Due Date :
Aug 19, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 16211132
Location : muzaffarnagar , uttar pradesh
Source : GEM Tenders
corrigendum tender for erection and fabrication work a 1 , erection and fabrication work a 2 , erection and fabrication work a 3 , erection and fabrication work a 4 , erection and fabrication work a 5 , erection and fabrication work a 6 , erection and fabrication work a 7 , erection and fabrication work a 8 , erection and fabrication work a 9 , erection and fabrication work a 10 , erection and fabrication work a 11 , erection and fabrication work a 12 , erection and fabrication work a 13 , erection and fabrication work a 14 , erection and fabrication work a 15 , erection and fabrication work a 16 , erection and fabrication work a 17 , erection and fabrication work a 18 , erection and fabrication work a 19 , erection and fabrication work a 20 , erection and fabrication work a 21 , erection and fabrication work a 22 , erection and fabrication work a 23 , erection and fabrication work a 24 , erection and fabrication work a 25 , erection and fabrication work a 26 , erection and fabrication work a 27 , erection and fabrication work a 28 , erection and fabrication work a 29 , erection and fabrication work a 30 , erection and fabrication work a 31 , erection and fabrication work a 32 , erection and fabrication work a 33 , erection and fabrication work a 34 , erection and fabrication work a 35 , erection and fabrication work a 36 , erection and fabrication work a 37 , erection and fabrication work a 38 , erection and fabrication work a 39 , erection and fabrication work a 40 , erection and fabrication work a 41 , erection and fabrication work a 42 , erection and fabrication work a 43 , erection and fabrication work a 44 , erection and fabrication work a 45 , erection and fabrication work a 46 , erection and fabrication work a 47 , erection and fabrication work a 48 , erection and fabrication work a 49 , erection and fabrication work a 50 , erection and fabrication work a 51 , erection and fabrication work a 52 , erection and fabrication work a 53 , erection and fabrication work a 54 , erection and fabrication work a 55 , erection and fabrication work a 56 , erection and fabrication work a 57 , erection and fabrication work a 58 , erection and fabrication work a 59 , erection and fabrication work a 60 , erection and fabrication work a 61 , erection and fabrication work a 62 , erection and fabrication work a 63 , erection and fabrication work a 64 , erection and fabrication work a 65 , erection and fabrication work a 66, erection and fabrication work a, cut out and remove the weakened and worn-out portions of the discharge chute of the mill scraper. fabricate new sections using 12 mm thick plates, reinstall them, and provide perforated plates as per the scraper profile. weld and fix them securely, then conduct a satisfactory trial. remove the worn-out runner base of the cane carrier. fabricate a new runner base using a 100 mm channel box, installation it, and straighten, reverse, and reinstall the old channel. remove the worn 40/50 mm square bars of the cane unloader and replace them with new square bars of the same size. conduct a satisfactory trial. remove the worn runners of the cane carrier, rake carrier, bagasse elevator, and r.b.c. replace them by reversing the old runners or installing new runners as required. remove the worn or damaged side plates of the chains of the cane carrier, rake carrier, and r.b.c. replace them with repaired old plates or new plates. remove the worn side plates of the fibrizer hood. installation new plates, weld them from both inside and outside, and conduct a satisfactory trial. carry out complete overhauling, testing, and trial of the bagasse baling machine. perform the required repairs on the old racks of the s.r.c. and i.r.c. fabricate new racks for the bagasse elevator/r.b.c. chains as per the sample. fabricate and installation new top and bottom covers of the t.r.p.f. as per the existing design and conduct a satisfactory trial. remove the worn tail-end boots of the s.r.c./i.r.c. fabricate new boots from 8 mm/10 mm thick plates as per the sample, installation them, carry out leak-proof welding, and conduct a satisfactory trial. dismantle the grabs of the cane unloaders, repair all parts, perform hardfacing on the fingers as instructed, reassemble the grabs, and conduct a satisfactory trial. remove the damaged juice tray used for compound imbibition in the mills. fabricate and installation a new tray as per the sample and reconnect all fittings. remove the worn guides provided to prevent the chains of the cane carrier, s.r.c., i.r.c., and bagasse elevator from lifting. fabricate and installation new guides as instructed and conduct a satisfactory trial. repair the worn wheels of the bridge/trolley drive of the cane unloaders by welding as instructed. remove the damaged twin chutes of the t.r.p.f. fabricate new twin chutes matching the existing design and erect them in position. fabricate and fit m.s. rings on the idler wheels of the cane carrier. provide a 25 mm thick plate support between the mill headstock and the t.r.p.f. headstock as instructed. repair the old hammer shanks of the fibrizer by welding, hardfacing, and balancing. remove the damaged hoods of the cane chopper/leveller. fabricate and installation new folding-type hoods. replace the broken pocket plates of the pocket-type anvil plate of the fibrizer with new plates. straighten bent plates, weld them, and perform hardfacing as instructed. build up the worn hub surfaces of the cane leveller/chopper rotor assembly by welding, machine them flat, and perform hardfacing. remove the weakened motor and gearbox beds of the cane unloaders. fabricate modified new beds, installation them, align the motor and gearbox, and conduct a trial. strengthen the weakened columns of the cane carrier structure by welding reinforcing plates. fabricate and fit juice rings in the mill rollers as per the sample. carry out the required repairs to the pressure chutes between the t.r.p.f. and the mill. remove the damaged mill juice receiving tank. fabricate a new tank using 8 mm/10 mm thick plates, installation it, reconnect all connections, and conduct a leak-proof trial. remove the damaged bottom cone of the mill juice receiving tank. fabricate and installation a new cone as per the sample, reconnect all fittings, and conduct a leak-proof trial. remove the damaged 10"/12" pipes between the mill juice tray and the gutter. fabricate and installation new stainless steel pipes and conduct a leak-proof trial. provide 3 mm thick stainless steel lining in the bottom trough of the s.r.c./i.r.c. with leak-proof welding. remove the loose bed of boiler feed pump no. 1, fabricate and installation a new bed, reconnect all fittings, and conduct a trial. fabricate a leak-proof damper in the old i.d. fan ducting before the chimney so that there is no backflow of air when the new i.d. fan operates. remove the nipple reducers and damaged pipelines of all three wet scrubber pumps. installation new pipelines and carry out leak-proof welding. remove all nozzles inside the wet scrubber venturi, replace damaged nozzles with new ones, and reconnect all fittings. fabricate a new backwash pipeline from old boiler tubes between the service tank and wet scrubber. installation new valves, clamps, and complete all connections. remove the damaged juice tray below the t.r.p.f. leading to the mill juice tray. fabricate and installation a new tray. remove damaged ash chutes of the boilers. fabricate new chutes from old/new plates matching the original design and installation them. repair the damaged dampers of air heaters, economizers, and f.d./i.d. fan inlet, outlet, suction, and delivery ducts. fabricate new frames and fit new mesh/screens for the internal steam filters of the boiler drums. remove the damaged flue gas ducting between the i.d. fans and chimney. fabricate and installation new ducting from 5–6 mm thick plates and conduct a leak-proof trial. fabricate new impellers for the bagassilo fan as per the sample, repair the casing, and conduct a successful trial. remove the damaged suction cones of the i.d./f.d. fan casings. fabricate and installation new cones as per the sample and conduct a satisfactory trial. replace the damaged perforated baffle plates inside the boiler feed tank. remove and repair the damaged bagasse feeding chutes of boilers 1, 2, and 3. replace the damaged air headers supplying additional f.d. air to the furnaces of 20-ton boilers 1 and 2. replace the damaged ducting between the air heater and i.d. fan with new ducting made from 5–6 mm thick plates. replace damaged perforated screens used for bagasse filtration in the bagasse elevator. remove the economizer coils/tubes of 20-ton boilers 1 and 2, clean them internally and externally, conduct hydraulic testing, reinstall them, make them leak-proof, and carry out final hydraulic testing. remove damaged trough channels/plates of the s.r.c./i.r.c., fabricate replacements as instructed, and installation them. fabricate and installation angle iron strengthening rings on the boiler chimney. strengthen the damaged truss-type bridge structure of the cane unloader using new channels, angles, and plates. weld and restore the enlarged holes of the block-type chain links of the s.r.c./i.r.c., redrill pin holes, and grind the surfaces smooth. replace the worn rack attachment links of the s.r.c./i.r.c. chains with new 12 mm thick plate attachments, weld them, and drill holes as per the drawing. construct separate access platforms for all three cane unloaders using old angle channels. replace the damaged portions of the i.d. fan casing, air heater cell/ducting, and economizer cell. replace the old m.s. plates of the s.r.c./i.r.c. trough and boot, make them leak-proof, and provide 3 mm stainless steel lining. fabricate new racks for the s.r.c./i.r.c. chains from 25 mm thick plates, drill holes, and provide roller supports at both ends. remove the bent 250 mm channel of the cane unloader trolley, restore line and level, strengthen the structure, fit a new runner square bar, check diagonals, and align the wheels. dismantle all four wheels of the mill and powerhouse cranes, clean them, inspect bearings, grease all plumber blocks, replace damaged bearings from mill spares, repair worn wheels by welding, and conduct a satisfactory trial. repair the worn shells and teeth of the t.r.p.f. top and bottom rollers by hardfacing. fit rings on both sides to compensate for reduced shell length. remove the damaged mill juice tray and fabricate a new tray using 5 mm stainless steel plate as per the sample. conduct a leak-proof trial. repair the stainless steel juice tray of the mill. remove the mill headstock if cracked or misaligned, re-grout it, realign it, and complete all associated works. remove the shaft of the damaged t.r.p.f. roller and dismantle the shell using gas cutting. cut old 63.5 mm boiler tubes with bends, prepare 5.1-meter straight tubes for the air heater, and clean them by grinding.
Agency / Dept :
uttar pradesh cooperative sugar factories federation ltd UPCSFFL
Due Date :
Jul 13, 2026
Tender Value :
16.57L
View Documents
T18 Ref No : 16121822
Location : bardhaman , west bengal
Source : GEM Tenders
tender for supply laying testing and connecting xlpe sheathed pvc insulated screened pvc size 3.5 core 240 sqmm complete all as specified and as directed. , supply installation testing and commissioning of silent type diesel engine driven generating set with governing class g2 including sound reducing canopy sound level not more than 75db , m and l earthing complete with gi steel earth plate electrode of size 600mm x 600mm x 6mm thick burried directly in ground earth pit not less than 2.25mtr , excavating in trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth getting out in soft loose soil complete all as specified and as directed. , returning filling in including spreading levelling watering and well ramming in layers not exc. 250mm in soft loose soil complete all as specified and as directed. , removing excavated materials soils not exc. 50.00 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point in soil complete all as specified and as directed. , m and l sand cushioning dry in trenches for protection of ug cables below above and around the ug cable laid in trenches of 230mm , m and l for fly ash bricks locally available laid dry width wise across the line of cable in trenches for protection of ug cable complete all as specified and as directed. , s and f galvanised iron pipe 80mm bore dia light grade for protection of ug cable laid in floors road crossing , s and f hdpe dwc double walled corrugated of diameter 90 mm including disconnection and connection of cable , material and labour for manufacturing installation testing and commissioning of factory made and tested cpri approved amf , m and l for surface excavation n.exc not exceeding 30 cm deep and averaging 15cm deep , m and l for hardcore using broken stone or boulders of gauge n exc. 63 mm deposited spread and levelled in layers n exc. 15 cm thick , m and l for cement concrete in foundations filling and mass concrete type d2 1 4 8 , m and l for pcc 1 2 4 type b1 using 20mm grade aggregate as in coping for pole inclduing form work , m and l for excavating in post holes or similar holes each n exc 0.5 cu. m getting out returning filling in and ramming earth , s and f for steel work in tubular trusses cloumn purlin including special shaped washer nut bolt etc. , s and f prepainted galvalume aluminum zinc coating gi based plain steel sheet 0.50mm thick , m and l for preparation of steel surfaces of any description over 10 cm , m and l for machine pressed precast concrete interlocking paver block any shape and size confirming to is 156582006 , providing and laying at or near ground level factory made kerb stone of m25 grade , m and l for preparation of concrete kerb stone or plaster surface of any description not otherwise described over 10cm , s and f 4pole 630 amp changeover switch with enclosure suitable for 415 v ac 3phase 4 wire , wrecking crow bar or claw bar as per is 706 (q3), supply, laying, testing and connecting xlpe sheathed,pvc insulated screened pvc bedded,galvanised steel strip of wire armoured electric power cable heavy duty with stranded aluminium conductor 1100 volt grade of size 3.5 core 240 sqmm complete all as specified and as directed., supply, installation testing and commissioning of silent type diesel engine driven generating set with governing class g2 including sound reducing canopy (sound level not more than 75db at a distance of 1 mtr) 14 guage as per guidelines issued by central pollution control board (cpcb ivplus, 4plus), 415 volts, 3 phase, 50 hz supply complete, control panel suitable for giving an output of 250 kva and alternator of suitable capacity and rpm coupled with each other with flexible coupling mounted on anti vibration pads on foundation as recommended by manufacturer. the dg set shall comprise of self starter with batteries, turbocharger, water cooler and comprising all standard fittings, fixtures & all piping etc. as below (a) alternator directly coupled with engine and suitable to produce 415 volts, 3 phase, 4 wire system, 50 hz, 0.8 pf 1500 rpm of capacity 250 kva all as per is 13364 and upto date amendments with h class insulation, self excited, self regulated, screen protected drip proof type with two end shield ball / roller bearing with damper winding in each pole, complete all as specified and directed. (b) engine water cooled diesel engine (cpcb norms iv compliance) developing 105 bhp having self start engine (including batteries with provision of charging the batteries and leads) suitable to drive above specified alternator complete with foundation (foundation design as per oem) as per is 10001/10002, coupled directly through flexible coupling, multi cylinder four stroke, cold starting, 1500 rpm industrial type as per bs 649 or is 1601 with ai electronic governor suitable to regulate speed of dg set from no load to full load complete with fuel tank of capacity as per manufacturer s recommendation, fuel lines, exhaust pipe duly insulated with asbestos rope and with support and silencer muffiers etc. for continuous operation and standard accessories, sump pre heaters, cold start kit etc., m&l earthing complete with gi steel earth plate electrode of size 600mm x 600mm x 6mm thick, burried directly in ground, earth pit not less than 2.25mtr deep below normal ground level with top edge of earth plate not less than 1.5 mtr below normal ground level, connected to the galvanised iron strip of size 25x4mm by means of bolts, nuts, check nuts and washers of galvanised steel and earth lead protected by provision of 40mm bore gi pipe medium grade and including provision of concrete pit in pcc 1 2 4 type b 1 (using 20mm grade crushed stone aggregate) with 40mm thcik rcc (type b 1) cover reinforced with 8mm dia tmt bar both ways with 12mm dia round bar handle and frame of angle iron 25x25x3mm with lugs 02 nos and 20mm bore gi light grade watering pipe with funnel and wiremesh and filling common salt and charcol and test point with fixing arrangements and including necessary excavation in any type of soil, returning filling in and removing excavated soil to a distance of 50mtr from the site, complete all as shown on electrical plate no 3 of mes ssr part i and directed., excavating in trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth, getting out in soft / loose soil, complete all as specified and as directed., returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 250mm in soft/loose soil, complete all as specified and as directed., removing excavated materials (soils) not exc. 50.00 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point in soil, complete all as specified and as directed., m&l sand cushioning (dry) in trenches for protection of ug cables (below, above and around the ug cable laid in trenches) of 230mm spread thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed. (note for the purpose of payment, punned thickness of sand cushioning only shall be measured and paid)., m&l for fly ash bricks locally available laid dry width wise across the line of cable in trenches for protection of ug cable, complete all as specified and as directed., s&f galvanised iron pipe 80mm bore (dia) light grade for protection of ug cable, laid in floors/ road crossing, fixing to pole with mild steel clamps, nuts, bolts, etc., complete all as specified and as directed., s & f hdpe dwc (double walled corrugated) of diameter 90 mm including disconnection and connection of cable near panel/oh for pipe fixing including joints complete all as directed., material and labour for manufacturing, installation testing and commissioning of factory made and tested, cpri approved amf panel for 250 kva dg set, indoor type, weather, vermin proof, free standing floor mounting type mounted of floor/over the duct, with required mounting channel, cable alley for all the feeders, suitable for 440 volts, 3 phase 4 wire 50hz ac supply system, conforming to is 5039, ip54 class protection and made of 3mm crca mild steel sheet with 50x 50x6mm angle iron frame, hinged doors, front & rear opeing and locking arrangement with necessary bus bar arrangment with insulated al. bus bar 1000 amps rating for phase & neutral, 4 strips, installed on epoxy insulators housed in separated bus chambers covered with heat shrinkable sleeves with necessary bus bar tapings for mccb with suitable capacity of al. bus bar strips including heat shrinkable sleeves, and providing extended bus bars with chember arrangement for outgoing cables, copper control wiring of required size for instruments including necessary pcc in 1 2 4 type b1 using 20mm graded stone aggregate for platform of suitable size , prewired with copper cable of suitable size all as standard practice of manufacturer specifications with the following acessories incomer1 & 2 (main & dg) (a) busbars 1000a tpn 415volts 3phase 4 wire color coaded aluminium busbars 1 lot (b) mccb 630a fp edo 50ka microprocessor based ( o/c, s/c & e/f) release with motor, closing & shunt, aux. contact 4noplus4nc 2 nos. (c) amf relay (econ) 1 nos. (i) digital ammeter 1 nos. (ii) digital voltmeter 1 nos. (iii) ct 1000/5a cl1 10va 1 nos (iv) phase indication light red 230v ac 1 nos. (v) phase indication light yellow 230v ac 1 nos. (vi) phase indication light blue 230v ac 1 nos. (vii) indication lamp 22mm dia color red 240v ac (on) 2 nos. (viii) indication lamp 22mm dia color green 240v ac (off) 2 nos. (ix) indication lamp 22mm dia color amber 240v ac (trip) 2 nos. etc., m&l for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed., m&l for hardcore using broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, all as specified and as directed., m&l for cement concrete in foundations, filling and mass concrete type d2 1 4 8 (using 40mm grade aggregate), m&l for pcc 1 2 4 type b1 (using 20mm grade aggregate) as in coping for pole inclduing form work and finishing the surfaces even and smooth etc complete all as specified and directed., m&l for excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil complete all as specified and as directed., s & f for steel work in tubular trusses, cloumn, purlin including special shaped washer, nut, bolt etc. complete using erw or induction butt welded tubes conforming to i.s.1161 1979 grade st.240 complete all as specified., s&f prepainted galvalume aluminum zinc coating gi based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified, m & l for preparation of steel surfaces of any description over 10 cm in width or girth not otherwise described and two coat of synthetic enamel paint over one coat of red oxide complete all as specified, m&l for machine pressed precast concrete interlocking paver block any shape and size confirming to is 156582006 of 60 mm thickness, m35 grade with grey cement and pigment all as specified and directed., providing and laying at or near ground level factory made kerb stone of m25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1 3 (1 cement 3 coarse sand), including marking joints with or without grooves (thickness of joints except at sharp curve shall not more that 5mm), including making drainage opening wherever required complete as specified and as directed., m&l for preparation of concrete kerb stone or plaster surface of any description not otherwise described over 10cm width or girth and applying two coat of water based floor coat paint emulsion over one coat of self priming coat emulsion by diluting with 30% to 40% water complete all as specified and directed by engrincharge., s&f 4pole, 630 amp changeover switch with enclosure, suitable for 415 v ac, 3phase, 4wire, 50 hz system, for changeover between main supply and dg set. the switch shall be heavyduty, onload type conforming to is/iec 609473, with silver alloy contacts and adequate breaking capacity. the unit shall be mounted on a sturdy angle iron frame fixed over pcc block with necessary nuts, bolts and support structure. terminals shall be suitable for cable/busbar connection and provision for safe manual operation (or motorised operation, if required) shall be included complete with all accessories, mounting hardware all as specified and directed.
Agency / Dept :
indian army
Due Date :
Jul 17, 2026
Tender Value :
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T18 Ref No : 16295919
Location : jalpaiguri , west bengal
Source : GEM Tenders
tender for product 1 , product 2 , product 3 , product 4 , product 5 , product 6 , product 7 , product 8 , product 9 , product 10 , product 11 , product 12 , product 13 , product 14 , product 15 , product 16 , product 17 , product 18, product, surface dressing not exc 15cm deep and averaging 15cm deep, excavating in trenches n exc 1 1/2 m wide and not exc 1 1/2 m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc not exc 10 sq m on plan and n exc 1 1/2 m in depth and getting out soft or loose soil complete all as specified, m and l for cement concrete 1 4 8 type d2 using 40 mm graded stone aggregate in fdn filling and massconcrete tc complete all as specified and directed, m and l for cement concrete 1 3 6 type c2 using 40 mm graded stone aggregate in fdn filling and massconcrete tc complete all as specified and directed, m and l for pcc 1 2 4 type b i using 20 mm graded stone aggregate as in coping or benching to sides of foot path fininished fair and even etc complete all as specified and directed., m and l for 75mm thick pcc type d 2 1 4 8 40mm graded stone aggregate as in sub base to recive a new surface all as directe, providing and laying of 300x300 mmx 10mm thick anti-skid pavement tile in approved color and shade and in anti skid finish set and jointed in neat cement slurry and pointed in white cement and pigment to match over and including 20 mm thick screed bed in cement mortar 1 4 complete all as specified and directed by engineer- in - charge note design or pattern shall be as approved by ge at the time of execution, m and l for rolled mild steel tube fe 410 for structural purpose as in vertical post sections conforming is 1161 1979 fixed independently etc complete all as specified and directed, s and f of rolled mild steel sections as in roof trusses framed trussed purlins crane gantry rails plate fastening heavy bracket framing beam tee angle channel or flat section etc including distance pieces cleats etc confirming to fe 410 w including cutting welding and necessary fittings such as nut bolt plate etc complete all as specified and directed, s and f for plates fe 410 plain or chequered channels square cut or notched ordinary and counter sunk forming holes without an attachment complete all as specified and directed, m and l for mild steel screw bolts 5 to 10mm dia and length exc 5 cm bu n exc 10 cm machine made with hexagonal or square heads at one end and screwd the other or or screwed both ends each screwed end to be fitted with washers and one hexagonal or square but n exc 5cm long, s and f pre painted galvatume aluminum zinc coating gi based corrugated steel sheet 1/2 mm thick of colour having tensile strength of 550 mpa as in roof covering/cladding to wall fixed with self tapping screws as specified, m and l for preparation of new of previously untreated steel and iron surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed, removing excavated material soil not exc 50m and depositing where directed at a level n exc 1 1/2 above the starting point complete all as specified and directed by engr in charge, returning filling in including spreading leveling watering and well ramming in layers not exceeding 25 cm thick with soils, m and l for 15 mm thick plastering in cm 1 6 on fair/unfair face of wall finished even and fair without using extra cement complete all as specified and directed, m and l for appling two coats of white wash on new wall plastered surface of wall incl preparation complete all as specified and as directed, m and l for brick work with sub class b bricks straight or curved on plan exceeding 6 m mean radius built in cement mortar 1 4 complete all as spd and as directed
Agency / Dept :
indian army
Due Date :
Jul 27, 2026
Tender Value :
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T18 Ref No : 16466844
Location : jalpaiguri , west bengal
Source : GEM Tenders
tender for title 1 , title 2 , title 3 , title 4 , title 5 , title 6 , title 7 , title 8 , title 9 , title 10 , title 11 , title 12 , title 13 , title 14 , title 15 , title 16 , title 17 , title 18 , title 19 , title 20 , title 21 , title 22 , title 23 , title 24 , title 25, storage, surface dressing n.exc 15cm deep and averaging 15cm deep, 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 soft or loose soil complete all as specified, l for cement concrete 1 4 8 type d2 using 40 mm graded stone aggregate in fdn filling and massconcrete tc complete all as specified and directed, material and labour for 75 mm thick pcc 1 3 6 type c 2 20 mm graded aggregate as in plinth protection incl finishing the concrete surface even and smooth without using extra cement complete all as specified., m for 75mm thick pcc type d 2 1 4 8 40mm graded stone aggregate as in sub base to recive a new surface all as directed, ml for rolled mild steel tube fe 410 for structural purpose as in vertical post sections conforming is 1161 1979 fixed independently etc complete all as specified and directed., s a f of rolled mild steel sections as in roof trusses framed trussed purlins crane gantry rails plate fastening heavy bracket framing beam tee angle channel or flat section etc including distance pieces cleats et. confirming to fe 410 w including cutting welding necessary fittings such as nut bolt plate etc complete all as specified and directed, s an f for plates fe 410 plain or chequered channel square cut or notched ordinary and counter sunk forming holes without an attachment complete all as specified and directed., ma l for mild steel screw bolts 5 10 mm dia and length exc 5 cm but not exc 10 cm machine made with hexagonal or square heads at one end and screwed the other or screwed both ends each screwed end to be fitted with washers and one hexagonal or square but not exc 5 cm long, s f pre painted galvatume aluminum zinc coating gi based corrugated steel sheet 0.50mm thick of colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified, m l for preparation of new of previously untreated steel and iron surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed., removing excavated material soil n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed by engr incharge., returning filling in including spreading, leveling watering and well ramming in layers not exceeding 25 cm thick with soils, m l for 15 mm thick plastering in cm 1 6 on fair and unfair face of wall finished even and fair without using extra cement complete all as specified and directed., m l for appling two coats of white wash on new wall plastered surface of wall incl preparation complete all as specified and as directed., m l for 15 mm thick plaster of cement mortar rendering on fair faces of brick work in two layers mixed with water proofing compound in top layer 200ml per beg of cement or as per manufacturers instructions finishing the surface fair and even complete all as specified and as directed., supply only liquid water proofing compound., m a l for preparation of new surfaces and applying two or more coats of 100 percent premium acrylic emulsion paint having voc less, factory made pressed steel frames confirming to is having profile of size 105 x 60 mm 1 25 mm thick ms sheet for doors with one or more rebates including necessary supply and fixing lugs lock strike plate etc 100 mm size hinges,with one shop coat of zinc chromate primer and fixing complete all as specified., of 30mm thick hard wood factory made flush shutters solid core construction with block board core and plywood face panels commercial type on both sides complete all as specified., 200 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified ., aluminium anodised extruded fabricated type handle 150mm long complete all as specified., fixing aluminium alloy anodised sliding door bolt 250 mm long with hasp and staple bolt type and fixing clips of sheet cast or extruded section and fixing bolts and sliding bolts of extruded section complete all as specified ., m anl for preparation of new or previously undecorated wooden surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer complete all as specified and as directed., m for brick work with sub class b bricks straight or curved on plan exceeding 6 m mean radius built in cement mortar 1 4 complete all as spd and as directed.
Agency / Dept :
indian army
Due Date :
Aug 07, 2026
Tender Value :
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T18 Ref No : 16311364
Location : vemula , andhra pradesh
Source : GEM Tenders
tender for earth work in excavation , filling available excavated earth excluding rock , position cement concrete , reinforced cementconcrete , foundations footings bases of columns etc , columns lintels beams plinth beams roofs etc , steel reinforcement , brick work with common fly ash bricks , structural steel work riveted , neat cement , painting with synthetic enamel paint , 15 mm cement plaster , 6mm cement plaster , water proofing material , premium acrylic emulsion paint , random rubble masonry , removal of damaged barbed wire fencing , water proofing treatment , rigid pvc rain water pipes , supplying and stacking , ms stays and clamps of 100 mm dia , drain cleaning including removal of muck , surface dressing of the ground , 12 mm cement plaster , removing white or colour wash , wall painting with acrylic emulsion paint , providing and applying white cement , finishing walls with acrylic smooth exterior paint , providing and applying plaster of paris putty , white washing with lime , providing and mixing water proofing material , demolishing stone rubble masonry , demolishing brick work , providing and injecting approved grout , providing and fixing glass panes 4 point 0 mm thick glass , providing and fixing glass panes 5 point 0 mm thick glass , providing and fixing glazing in aluminium door 4 point 0 mm thickness , providing and fixing glazing in aluminium door 5 point 0 mm thickness , 30 mm thick factory , providing and fixing factory made panel pvc door , providing and fixing aluminium work for doors , for shutters of doors windows , providing and fixing isi marked flush door shutters , providing and fixing brass 100mm , providing and fixing aluminium handles , providing and fixing aluminium sliding door , providing and fixing bright finished , providing and fixing ist quality ceramic glazed , providing and laying ceramic glazed floor , providing and fixing white vitreous china , providing and fixing water closet squatting , providing and fixing wash basin , providing and fixing ms holder , removal cleaning collection and stacking of wet dry muck , loading trasportation and unloading of the dried muck , fencing with angle iron post , providing and fixing gi chain link , removal of honey bee , cleaning of septic tank, ancillary civil maintenace works at tummalapalle plant and tailing pond area of ucil tummalapalle, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth at all lead and lift as directed by engineer in charge in all kinds of soil, filling available excavated earth excluding rock in trenches and other areas as required in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering at all lead and lifts as per directions of engineer in charge, providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering at all levels as perdirections of engineer in charge with 1 isto 3 isto 6 1 cement 3 coarse sand 6 graded stoneaggregate 20 mm nominal size including compacting and curing as per specifications and directions of engineer in charge, providing and laying in position specified grade of reinforced cementconcrete excluding the cost of centering shuttering finishing andreinforcement at all levels as per directions of engineer in charge1 isto1 point 5 isto 3 1 cement 1 point 5 coarse sand 3 graded stoneaggregate 20 mm nominal size including compaction curing etc. complete as per directions of engineer in charge, centering and shuttering including strutting propping etc and removalof form as per directions of engineer in charge at all leads and lifta in foundations footings bases of columns etc a in foundations footings bases of columns etc, centering and shuttering including strutting, propping etc and removalof form as per directions of engineer in charge at all leads and lifta in foundations footings bases of columns etc b in superstructure columns lintels beams plinth beams roofs etc, steel reinforcement including straightening cutting bending placing in position and binding all complete at all leads and lift with thermo mechanically treated bars of grade fe 500d or more, brick work with common fly ash bricks of class of approved quality with designation 7 point 5 in cement mortar 1 isto 6 1 cement 6 coarse sand at all levels and lift as per directions of engineer in charge, structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete, neat cement punning, painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade in two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per directions of eic, 15 mm cement plaster with mix 1 isto 6 1 cement 6 fine sand at all lead and lifts with polymer modified cement mortar including curing cost of all materials labour tools and tackles etc complete as per directions of engineer in charge, 6mm cement plaster of mix 1 isto 3 1 cement 3 fine sand, providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers note per bag of 50 kg cement used in the mix, finishing walls with 100 percentage premium acrylic emulsion paint having voc less than 50 gm per litre and uv resistance as per is 15489 2004 alkali and fungal resistance dirt resistance exterior paint of required shade company depot tinted with silicon additive new work two or more coats applied 1 point 43 litre per 10 sqm over and including priming coat of exterior primer applied 0 point 90 litre per 10 sqm, random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 isto 6 isto 12 1 cement 6 coarse sand 12graded stone aggregate 20 mm nominal size at all lead and lifts with cement mortar 1 isto 6 1 cement 6 coarse sand including cost of all materials, tools and tackles and labour etc complete as per directions of engineer in charge, removal of damaged barbed wire fencing and replacement with new barbed wire weighing 9 point 38 kg per 100m minimum fitted and fixed gi staples, turn buckles etc complete as per directions of engnieer in charge, grading roof for water proofing treatment with cement concrete 1 isto 2 isto 4 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size, providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type a including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion i single socketed pipes 110 mm diameter, supplying and stacking 53 mm to 22 point 4 mm size stone aggregate including cost of materials transportation loading and unloading taxes and royalty charges etc complete as per directions of engineer in charge, providing and fixing ms stays and clamps of 100 mm dia for pipes including necessary screws etc complete as per directions of engineer in charge, drain cleaning including removal of muck sludge solids rubbish etc from drains decant pond and other areas includng cost of all hire charges of machinery labour charges taxes insurance tools and tackles etc. complete as per directions of engineer in charge, surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 500m all kinds of soil up to all lead and lift including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, cement plaster with a floating coat of neat cement 12 mm cement plaster finished with a floating coat of neat cement of mix 1isto 4 1 cement 4 fine sand up to all lead and lift including cost of all materials labor tools and tackles taxes royalty charges etc complete as per latest edition of is code specifications and direction of engineer in charge, removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, wall painting with acrylic emulsion paint having voc volatile organic compound content less than 50 grams per litre of approved brand and manufacture including applying additional coats wherever required to achieve even shade and colour. two coats including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete including cost of labor tools and tackles taxes etc complete as per direction of engineer inmcharge, finishing walls with acrylic smooth exterior paint of required shade old work one or more coat applied 0 point 90 ltr per 10 sqm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, white washing with lime to give an even shade two or more coats including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and mixing water proofing material in proportion recommended by the manufacturers including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge note per bag of 50kg cement used in the mix, demolishing stone rubble masonry manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 3 kilometres lead in cement mortar up to all lead and lift including cost of all labor tools and tackles taxes etc complete as per latest edition of is code specifications and direction of engineer in charge, demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 3 kilometres lead in cement mortar including cost of all labor tools and tackles taxes etc complete as per latest edition of is code specifications and direction of engineer in charge, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc stirrer mixed sbr polymer of approved make modified cement slurry made with shrinkage compensating cement in concrete rcc work including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 4 point 0 mm thick glass panes including cost of labor tools and tackles taxes etc complete as per the architectural drawings including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 5 point 0 mm thick glass panes including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with epdm rubber neoprene gasket etc with float glass panes of 4 point 0 mm thickness weight not less than 10 kg per sqm including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with epdm rubber neoprene gasket etc with float glass panes of 5 point 0 mm thickness weight not less than 10 kg per sqm including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, 30 mm thick factory made polyvinyl chloride pvc door shutter made of styles and rails of a upvc hollow section of size 60x30 mm and wall thickness 2 mm pluse or minus 0 point 2 mm with inbuilt decorative moulding edging on one side the styles and rails mitred and joint at the corners by means of ms galvanised plastic brackets of size 75x220 mm having wall thickness 1 point 0 mm and stainless steel screws the styles of the shutter reinforced by inserting galvanised ms tube of size 25x20 mm and 1 mmpluse or minus 0 point 1 mm wall thickness the lock rail made up of h section a upvc hollow section of size 100x30 mm and 2 mm pluse or minus 0 point 2 mm wall thickness fixed to the shutter styles by means of plastic galvanised ms u cleats the shutter frame filled with a upvc multi chambered single panel of size not less than 620 mm having over all thickness of 20 mm and 1 mm pluse or minus 0 point 1 mm wall thickness the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised ms rod and fastened with nuts and washers complete as per manufacturers specification including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing factory made panel pvc door shutter consisting of frame made out of ms tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top and bottom rails. ms frame shall have a coat of steel primers of approved make and manufacture ms frame covered with 5 mm thick heat moulded pvc c channel of size 30 mm thickness 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick 95 mm wide pvc sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide pvc sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided both side of the panel 10 mm 5 mm x 2 thick 20 mm wide cross pvc sheet be provided as gap insert for top rail and bottom rail paneling of 5 mm thick both side pvc sheet to be fitted in the ms frame welded sealed to the styles and rails with 7 mm 5 mm 2 mm thick x 15 mm wide pvc sheet beading on inner side and joined together with solvent cement adhesive an additional 5 mm thick pvc strip of 20 mm width is to be stuck on the interior side of the c channel using pvc solvent adhesive etc complete as per direction of engineer in charge manufacturers specification and drawing. 30 mm thick plain pvc door shutters including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing aluminium work for doors windows ventilators and partitions with extruded built up standard tubular sections appropriate z sections and other sections of approved make conforming to is 733 and is 1285 fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions ie at top bottom and sides with required epdm rubber neoprene gasket etc aluminium sections shall be smooth rust free straight mitred and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing paneling cp brass stainless steel screws all complete as per architectural drawings glazing paneling and dash fasteners to be paid for separately anodised aluminium anodised transparent or dyed to requied shade according to is 1868 minimum anodic coating of grade ac 15 including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, for shutters of doors windows ventilators including providing and fixing hinges pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber neoprene gasket required fittings anodised aluminium anodised transparent or dyed to required shade according to is 1868 minimum anodic coating of grade ac 15 including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing isi marked flush door shutters conforming to is 2202 part i decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30 mm thick including isi marked stainless steel butt hinges with necessary screws including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing brass 100mm mortise latch and lock with 6 levers without pair of handles best make of approved quality for aluminium doors including necessary cutting and making good etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing aluminium handles isi marked anodised anodic coating not less than grade ac 10 as per is 1868 transparent or dyed to required colour or shade, with necessary screws etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing aluminium sliding door bolts isi marked anodised anodic coating not less than grade ac 10 as per is 1868 transparent or dyed to required colour or shade with nuts and screws etc complete of size 300x16 mm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing ist 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 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry 3 point 3kg per sqm including pointing in white cement mixed with pigment of matching shade complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and laying ceramic glazed floor tiles of size 300x300 mm thickness to be specified by the manufacturer of 1st quality conforming to is 15622 of approved make in all colours shades except white ivory grey fume red brown laid on 20 mm thick bed of cement mortar1 isto 4 1 cement 4 coarse sand jointing with grey cement slurry 3 point 3kg per sqm including pointing the joints with white cement and matching pigments etc including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing white vitreous china pedestal type water closet european type wc pan with seat and lid 10 litre low level white pvc flushing cistern including flush pipe with manually controlled device handle lever conforming to is 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required wc pan with isi marked at all leads and lift including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing water closet squatting pan indian type wc pan with 100 mm sand cast iron p or s trap 10 litre low level white pvc flushing cistern including flush pipe with manually controlled device handle lever conforming to is 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required with white vitreous china orissa pattern wc pan of size580x440 mm with integral type foot rests including cost of all materials labour tools and tackles etc complete as per specifications and directions of engineer in charge, providing and fixing wash basin with ci brackets 15 mm cp brass pillar taps 32 mm cp brass waste of standard pattern including painting of fittings and brackets cutting and making good the walls wherever require white vitreous china wash basin size 630x450 mm with 15 mm cp brass pillar taps of approved brand as per instructions including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing ms holder bat clamps of approved design to ci or sci rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1 isto 2 isto 4 mix 1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size and cost of cutting holes and making good the walls etc 100 mm diameter including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, removal cleaning collection and stacking of wet dry muck sludge from drains floors and others areas within a lead of 500m by manual means including cost of manpower tools and tackles etc up to all lead and lift including cost of all labor tools and tackles taxes etc complete as per direction of engineer in charge, loading trasportation and unloading of the dried muck obtained from item no 47 above upto a lead of 03 km including cost of transportation manpower tools and tackles etc complete as per directions of engineer in charge tare weight and gross weight of vehicle for each trip of disposal to be taken at ucils wigh bridge for payment 1 cum equal to1 point 6mt shall be taken for calculation purpose care should be taken to avoid any spillage on road up to all lead and lift including cost of all labor tools and tackles taxes etc complete as per direction of engineer in charge, fencing with angle iron post placed at required distance embedded in cement concrete blocks every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires of barbed wire weighing 9 point 38 kg per 100 m minimum between the two posts fitted and fixed with gi staples turn buckles etc complete cost of posts struts earth work and concrete work to be paid for separately payment to be made per metre cost of total length of barbed wire used with gi barbed wire including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing gi chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of engineer in charge made of gi wire of dia 4 mm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, removal of honey bee hives including cost of labor tools and tackles etc complete as per direction of engineer incharge, cleaning of septic tank of various of sludge including loading removal of spillage if any and unloading at a safe place of disposal and cleaning with water of spetic tank including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 08, 2026
Tender Value :
44.86L
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T18 Ref No : 16902940
Location : baramulla , jammu & kashmir
Source : GEM Tenders
tender for truss and purline , ms self taping with washer screw 10x75mm , ms self taping with washer screw 10x 25mm , ms self taping with washer screw 10x 100mm , aluminium pop rivet 25mm 1000 nos , peg set ss frame 450x60x12 mm , silicon sealant 280 ml dr fixit 501 is 12118 pt1 1987 , paints for site touch up construction team use only , column rhs 100x100x5mm thick conforming to length 2.6m , side bracing isa 50x50x5mm thick conforming to length 2.9m , base plate size 250 x 250x12mm , top frame work of staging rhs 100x100x4mm length 2m , top cross member for stage platform rhs 75x50x3mm length 2.82m , top chequered plate for staging platform size 2m x 2m , cement opc 43 grade in hdpe bag of 50 kg each , aggregate 20mm , aggregate 40mm , manufacture sand m sand , pcc solid blocks 400x200x200 mm , white cement , non skid ceramic tiles size 300x300mm x 10mm mm thick 1st quality , 25mm thick factory made chequered tiles of size 300mm x 300mm , prefabricated foundation reinforcement type f 2 made of 12 mm and 10 mm for steel as main bars and 8 mm dia , quick setting compound rapidite , liquid water proofing compound is 2645 2003 , 10mm dia reinforcement for water staging foundation , pvc ceiling rose 2 3 terminal , led tube light fitting 1 x 12 w 2 ft long complete with all accessories , cable pvc insulated unsheathed single core flexible copper conductor 1100v grade of size 1.5 sqmm , xlpe insulated pvc seathed heavy dutynarmoured multi core cable 16 sqmm 2 core , modular switch one way 6 amps one module , white cover plate with frame 2 module , white cover plate with frame 3 module , pvc flush box 2 module , pvc flush box 3 module , mcb double pole 230v ac 50 hz 16 amps 10ka , mcb distribution board in sheet metal enclosure two ways with blanks , ms screw 20 mm full threaded , tape insulation 2 cm width 10 mtr long isi marked , pvc casing caping 25 mm x 16mm is 14927 , pvc casing caping square box 4 inch x 4 inch as per is 14927 , 3 layer pp-r polypropylene random copolymer , 20mm elbow suitable for 20 mm dia pp r pipe , 20mm socket suitable for 20mm dia pp r pipes , 20mm equal tee suitable for 20mm dia pp r pipe , 20mm union suitable for 20mm pp r pipes , ppr femel threaded reducer socket 15 20mm , ppr femel threaded reducer elbow 15 20 mm , pp r end plug 20mm , pp r pipe clamps suitable for 20mm piping , cp angle cock 2 way 20mm , cp angle cock 20mm , cp stop cock 20mm , bib tap short body cp 20mm bore suitable for ppr water supply line , pp r tank connector 20mm with check nut and washer , supply of 2000 litre capacity pvc rotational moulded polyethylene water storage tank , snow white colour ewc with s or p trap concealed of size 650x405x770mm wih sheet cover , vitreous china squatting pan orissa pattern size 580 x 440 mm white with integral foot rests , pvc valve less syphonic action type low level flushing cistern 10 ltrs capacity , ceramic wash basin snow white oval bowl type with full pedestal height 795mm size 550 x 400 x 155mm , 600mm x 450mm looking mirror cabinet with pvc moulded frame , cp over head shower without arm , cp soap dish for one soap , cp toilet paper holder , cp health faucet 15 mm dia pipe with 1.25 metre , wash basin mixer tap hot and cold , brass chromium plated bib cock long body 15mm , teflon tape , 110 x 110mm cp nahani trap with jali , pvc swr floor traps 75mm bore and jointing to waste pipe in solvent cement alongwith cp grating . , 75mm bore pvc swr soil, supply and construction of combined bathroom toilets, unit of external size 4.30 m x 4.30 m, size 96mm x 48 mmx 3.6 mm 8.00 kg rm with 1 2 slopes, fabricated out of rectangular steel hollow sections conforming to is 4923 2017, ends 45x90x6mm with two holes of dia 12mm, purlin will be fabricated out of rectangular steel hollow sections of size 80mm x 40 mm x 3.6 mm, extention purlin shall be of 450mm long fabricated out of rectangular steel hollow sections of size 80mm x 40 mm x 3.6 mm, sun shade frame with sheet sunshades shall be made out of 0.50 mm thick camouflage pattern colour coated steel sheet, roofing sheets 0.50 mm thick ppgi camouflage pattern of, false ceiling supporting angle ms 65x65xx5mm for placing of puf 400mm thick length 4180mm, false ceiling supporting l section of 50 x 50 x 5mm thick, wall puff panel of size 1000 w x 3000 ht 40 mm 0.50 mm colour coated gi both sides, partition wall puff panel of size 1000 w x 3000 ht 40 mm 0.50 mm colour coated gi both sides, puff panel for ceiling portion of size 1000 w x 3000 ht 40 mm 0.50 mm colour coated gi both sides, main external door size 1000x2100mm 2mm thick aluminium frame shutter 40 mm puf, internal door size 750x2100mm 2 mm thick aluminium frame, fixed upvc window 100x450mm installed at 2.1 m for ffl, ventilators with exhaust fan 250 mm sweep, inner corner flashing 50x50x3000mm 0.5mm thick, bird cover flashing 50x250x3000mm 0.5mm thick, outer corner 3100mm x 200mm x 200mm, ridge cover 2400mm x 300x300mm, top and bottom u flashing 40x40x65x1.5mm thick 3000mm long, ms foundation nut and bolt 16x450mm incl water tank staging., ms nut and bolt with washer 12x50mm for coln and truss connection, ms nut and bolt with washer 12x100mm for connecting truss and purline, ms self taping with washer screw 10x75mm, ms self taping with washer screw 10x 25mm, ms self taping with washer screw 10x 100mm, aluminium pop rivet 25mm 1000 nos per packet, peg set ss frame 450x60x12 mm, silicon sealant 280 ml dr fixit 501 is 12118 pt1 1987, paints for site touch up construction team use only, column rhs 100x100x5mm thick conforming to length 2.6m, side bracing isa 50x50x5mm thick conforming to length 2.9m, base plate size 250 x 250x12mm, top frame work of staging rhs 100x100x4mm length 2m, top cross member for stage platform rhs 75x50x3mm length 2.82m, top chequered plate for staging platform size 2m x 2m, confirming to relevant is 8112 2013. as per is is 8112 2013, stone aggregate to be crushed rock or gravel 20mm graded confirming to is 383 2016, confirming to relevant is 383-2016, pcc solid blocks 400x200x200 mm, white cement, non skid ceramic tiles size 300x300mm x 10mm mm thick 1st quality, 25mm thick factory made chequered tiles of size 300mm x 300mm, prefabricated foundation reinforcement type f 2 made of 12 mm and 10 mm for steel as main bars and 8 mm dia, quick setting compound rapidite is 2185 2005., liquid water proofing compound is 2645 2003, 10mm dia reinforcement for water staging foundation, pvc ceiling rose 2 3 terminal, led tube light fitting 1 x 12 w 2 ft long complete with all accessories, cable pvc insulated unsheathed single core flexible copper conductor 1100v grade of size 1.5 sqmm, xlpe insulated pvc seathed heavy dutynarmoured multi core cable 16 sqmm 2 core, modular switch one way 6 amps one module, white cover plate with frame 2 module, white cover plate with frame 3 module, pvc flush box 2 module, pvc flush box 3 module, mcb double pole 230v ac 50 hz 16 amps 10ka, mcb distribution board in sheet metal enclosure two ways with blanks, ms screw 20 mm full threaded, tape insulation 2 cm width 10 mtr long isi marked, pvc casing caping 25 mm x 16mm is 14927, pvc casing caping square box 4 inch x 4 inch as per is 14927, 3 layer pp-r polypropylene random copolymer, 20mm elbow suitable for 20 mm dia pp r pipe, 20mm socket suitable for 20mm dia pp r pipes, 20mm equal tee suitable for 20mm dia pp r pipe, 20mm union suitable for 20mm pp r pipes, ppr femel threaded reducer socket 15 20mm, ppr femel threaded reducer elbow 15 20 mm, pp r end plug 20mm, pp r pipe clamps suitable for 20mm piping, cp angle cock 2 way 20mm, cp angle cock 20mm, cp stop cock 20mm, bib tap short body cp 20mm bore suitable for ppr water supply line, pp r tank connector 20mm with check nut and washer, supply of 2000 litre capacity pvc rotational moulded polyethylene water storage tank, snow white colour ewc with s or p trap concealed of size 650x405x770mm wih sheet cover, vitreous china squatting pan orissa pattern size 580 x 440 mm white with integral foot rests, pvc valve less syphonic action type low level flushing cistern 10 ltrs capacity, ceramic wash basin snow white oval bowl type with full pedestal height 795mm size 550 x 400 x 155mm, 600mm x 450mm looking mirror cabinet with pvc moulded frame, cp over head shower without arm, cp soap dish for one soap, cp toilet paper holder, cp health faucet 15 mm dia pipe with 1.25 metre, wash basin mixer tap hot and cold, brass chromium plated bib cock long body 15mm, teflon tape, 110 x 110mm cp nahani trap with jali, pvc swr floor traps 75mm bore and jointing to waste pipe in solvent cement alongwith cp grating ., 75mm bore pvc swr soil waste and vent pipe in any length with rubber joints, 110mm bore swr pipes single socketed in any length with rubber ring joints, 75mm 110mm pvc swr reducer complete all as specified as per, complete all as specified as per is 14735 1999, pvc swr bend any radius 110mm bore complete all as specified and directed as per, 75mm pvc swr vent cowl complete all as specified, ppr gate valves, with iron wheel head, screwed both end for ppr pipe and fixed to 20 mm bore, anaerobic advance septic tank capacity of 1500 ltr, 110mm dia upvc pipe single socketed, pvc sw elbow 110mm dia, pvc swr 110mm dia socket, pvc swr 110mm dia t equal, pvc swr 75mm dia pipe length 3 mtrs 10 ft long, pvc swr 75mm dia elbow, pvc swr 75mm dia socket, pvc swr 75mm dia t equal, pvc pipe fittings solution 250 ml, stainless steel hamam tank ss 1000 ltrs
Agency / Dept :
indian army
Due Date :
Aug 31, 2026
Tender Value :
Refer Document
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Angle Iron Truss. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Angle Iron Truss sector is massive.

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Winning a contract for Angle Iron Truss 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:

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

1.

How do I find government contracts exclusively matching my work in Angle Iron Truss?

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.

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

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

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How does the Dedicated Tender Expert from Tender18 help me?

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.

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

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

7.

As an MSME, can I get financial benefits when bidding for Angle Iron Truss?

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 Angle Iron Truss, 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?

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What does "L1" mean in these government contracts?

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

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