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19Latest Rock crushing Tenders List

Latest Rock crushing Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Rock crushing 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 Rock crushing 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 Rock crushing Tender Intelligence & Monitoring

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

We categorize Rock crushing 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 Rock crushing 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 Rock crushing 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 Rock crushing Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Rock crushing 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 Rock crushing Sector in 2026

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

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

Is EMD mandatory for all Rock crushing tenders?

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

What is the difference between a Rock crushing 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 Rock crushing tenders on Tender18?

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


Get Expert Support for Rock crushing Tenders

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

Our services include:

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

📞 Call / WhatsApp: +91 7069661818
🌐 Website: www.tender18.com

Due Date
T18 Ref No : 17735897
Location : tagdhar , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for water supply - composite multi layer pipe of size inner dia 25mm and outer dia 32mm as per tech spec , gi pipe 100mm dia 3m long confirming to conforming to is 1239 as per tch spec , gi tank nipple 25mm 6 inch with check nut and washer complete as per tech spec , ppr elbow 32mm conforming to is 15801 as per tech spec , ppr socket 32mm confirming to is as per tech spec , ppr equal union inner dia 25mm and outer dia 32mm complete as per tech spec , pp-r end cap 32mm dia suitable for 32mm outer dia pipe as per tech spec , pp-r connector 32mm dia suitable for 32 or 25mm outer dia pipe as per tech spec , pp-r tee 32mm dia suitable for 32mm outer dia pipe as per tech spec , pp-r reducer 32mm dia suitable for 32mm outer dia pipe as per tech spec , gi nipple 25mm 3 inch long as per tech spec , m seal 100 gm each pkt complete , cotton thread 100m long complete. , bib cock brass 15mm as per tech spec , gi nipple 25mm 4 inch long as per tech spec , gi nipple 25mm 6 inch long as per tech spec , gi equal union inner dia 25mm and outer dia 32mm as per tech spec , gi tee 25mm as per tech spec , gi tee 15mm as per tech spec , gi socket 25mm as per tech spec , gate valve brass gun metal 25mm dia complete. , gi pipe 15 mm dia med grade as per tech spec , gi pipe 20 mm dia med grade conforming to is 1239 part 2 2011 , gi reducer 25mm to 15mm conforming to is 1239 part 2 2011 , gi elbow 25mm conforming to is 1239 part 2 2011 , gi elbow 15mm conforming to is 1239 part 2 2011 , gi nipple 15mm 4 inch long conforming to is 1239 part 2 of 2011 , gi nipple 15mm 6 inch long conforming to is 1239 , gi socket 15mm confirming to conforming to is 1239 part 2 of 2011 , gi union 25mm conforming to is as per tech spec , gi plug 25mm conforming to is 1239 as per tech spec , triplex plunger pump of 5 hp 550 rpm with discharge capacity of 46 coupled with 10 hp diesel engine as per tech spec. , pre fabricated pump shed of size 2.4m x 2.4m and height 1.8m as per tech spec , rotational moulded polyethylene water storage tank double layer 5000 ltr capacity as per tech spec , quick setting compound conforming to is 9103 1999 as per tech spec , natural sand confirming to is 383 2016 as per tech spec , stone aggregate to be crushed rock or gravel 20mm graded as per tech spec , stone aggregate to be crushed rock or gravel 40mm graded as per tech spec , common burnt clay building bricks sub class b of size 230x115x75mm as per tech spec , stone aggregate to be crushed rock or gravel 63mm graded as per tech spec , gi pipe 100mm dia 3m long confirming to conforming to is 1239 of part 2 of 2011 , gi tank nipple 25mm 6 inch check nut and washer complete as per tech spec , ppr elbow 32mm conforming to is 15801 of 2008 as per tech spec , ppr socket 32mm confirming to is 15801 of 2008 as per tech spec , pp-r tee 32mm dia suitable for 32mm outer dia pipe confirming to is 15801 of 2008 as per tech spec , gi nipple 25mm 3 inch long conforming to is 1239 as per tech spec , m seal 100 gm each pkt complete. , bib cock brass 15mm confirming to is 781 of 1984 , gi nipple 25mm 4 inch long conforming to is 1239 of part 2 of 2011 , gi nipple 25mm 6 inch long conforming to is 1239 of part 2 of 2011 , gi equal union inner dia 25mm and outer dia 32mm complete as per tech spec , gi tee 25mm confirming to conforming to is 1239 of as per tech spec , gi tee 15mm confirming to conforming to is as per tech spec , gi socket 25mm confirming to conforming to is 1239 as per tech spec , gi pipe 15 mm dia, med grade conforming to is 1239 part 2 of 2021 , gi reducer 25mm to 15mm conforming to is 1239 of part 2 of 2011 , gi elbow 25mm conforming to is 1239 of part 2 of 2011 , gi elbow 15mm conforming to is 1239 of part 2 of 2011 , gi nipple 15mm 4 inch long conforming to is 1239 of part 2 of 2011 , gi nipple 15mm 6 inch long conforming to is 1239 of part 2 of 2011 , gi socket 15mm confirming to conforming to is 1239 of part 2 of 2011 , gi union 25mm conforming to is 1239 of part 2 of 2011 , gi plug 25mm conforming to is 1239 of part 2 of 2011 , triplex plunger pump of 7.5 hp coupled with 10 hp diesel engine , rotational moulded polyethylene water storage tank double layer 5000 ltr as per tech spec , quick setting compound conforming to is 9103 of 1999 rapidite make acclerex or cico or fosroc. , natural sand confirming to is 383-2016 as per tech spec , common burnt clay building bricks, sub class b of size 230x115x75mm as per tech spec , composite multi layer pipe size inner dia 25mm and outer dia 32mm as per tech spec , gi pipe 100mm dia 3m long confirming to conforming to is 1239 , gi tank nipple 25mm 6 inch check nut and washer complete conforming to is 1239 , ppr elbow 32mm conforming to is 15801 of 2008 , ppr socket 32mm confirming to is 15801 of 2008 , ppr equal union inner dia 25mm and outer dia 32mm complete , pp-r end cap 32mm dia suitable for 32mm outer dia pipe confirming to is 15801 of 2008 , pp-r connector 32mm dia suitable for 32 and r 25mm outer dia pipe as per tech spec , bib cock brass 15mm confirming to is 781 of 1984 as per tech spec , gi nipple 25mm 4 inch long conforming to is 1239 as per tech spec , gi nipple 25mm 6 inch long conforming to is 1239 as per tech spec , gi tee 25mm confirming to conforming to is 1239 of part 2 of 2011 , gi tee 15mm confirming to conforming to is 1239 of part 2, water supply, composite multi layer pipe of size inner dia 25mm and outer dia 32mm as per tech spec, gi pipe 100mm dia 3m long confirming to conforming to is 1239 as per tch spec, gi tank nipple 25mm 6 inch with check nut and washer complete as per tech spec, ppr elbow 32mm conforming to is 15801 as per tech spec, ppr socket 32mm confirming to is as per tech spec, ppr equal union inner dia 25mm and outer dia 32mm complete as per tech spec, pp-r end cap 32mm dia suitable for 32mm outer dia pipe as per tech spec, pp-r connector 32mm dia suitable for 32 or 25mm outer dia pipe as per tech spec, pp-r tee 32mm dia suitable for 32mm outer dia pipe as per tech spec, pp-r reducer 32mm dia suitable for 32mm outer dia pipe as per tech spec, gi nipple 25mm 3 inch long as per tech spec, m seal 100 gm each pkt complete, cotton thread 100m long complete., bib cock brass 15mm as per tech spec, gi nipple 25mm 4 inch long as per tech spec, gi nipple 25mm 6 inch long as per tech spec, gi equal union inner dia 25mm and outer dia 32mm as per tech spec, gi tee 25mm as per tech spec, gi tee 15mm as per tech spec, gi socket 25mm as per tech spec, gate valve brass gun metal 25mm dia complete., gi pipe 15 mm dia med grade as per tech spec, gi pipe 20 mm dia med grade conforming to is 1239 part 2 2011, gi reducer 25mm to 15mm conforming to is 1239 part 2 2011, gi elbow 25mm conforming to is 1239 part 2 2011, gi elbow 15mm conforming to is 1239 part 2 2011, gi nipple 15mm 4 inch long conforming to is 1239 part 2 of 2011, gi nipple 15mm 6 inch long conforming to is 1239, gi socket 15mm confirming to conforming to is 1239 part 2 of 2011, gi union 25mm conforming to is as per tech spec, gi plug 25mm conforming to is 1239 as per tech spec, triplex plunger pump of 5 hp 550 rpm with discharge capacity of 46 coupled with 10 hp diesel engine as per tech spec., pre fabricated pump shed of size 2.4m x 2.4m and height 1.8m as per tech spec, rotational moulded polyethylene water storage tank double layer 5000 ltr capacity as per tech spec, quick setting compound conforming to is 9103 1999 as per tech spec, natural sand confirming to is 383 2016 as per tech spec, stone aggregate to be crushed rock or gravel 20mm graded as per tech spec, stone aggregate to be crushed rock or gravel 40mm graded as per tech spec, common burnt clay building bricks sub class b of size 230x115x75mm as per tech spec, stone aggregate to be crushed rock or gravel 63mm graded as per tech spec, gi pipe 100mm dia 3m long confirming to conforming to is 1239 of part 2 of 2011, gi tank nipple 25mm 6 inch check nut and washer complete as per tech spec, ppr elbow 32mm conforming to is 15801 of 2008 as per tech spec, ppr socket 32mm confirming to is 15801 of 2008 as per tech spec, pp-r end cap 32mm dia suitable for 32mm outer dia pipe as per tech spec, pp-r tee 32mm dia suitable for 32mm outer dia pipe confirming to is 15801 of 2008 as per tech spec, gi nipple 25mm 3 inch long conforming to is 1239 as per tech spec, m seal 100 gm each pkt complete., bib cock brass 15mm confirming to is 781 of 1984, gi nipple 25mm 4 inch long conforming to is 1239 of part 2 of 2011, gi nipple 25mm 6 inch long conforming to is 1239 of part 2 of 2011, gi equal union inner dia 25mm and outer dia 32mm complete as per tech spec, gi tee 25mm confirming to conforming to is 1239 of as per tech spec, gi tee 15mm confirming to conforming to is as per tech spec, gi socket 25mm confirming to conforming to is 1239 as per tech spec, gi pipe 15 mm dia, med grade conforming to is 1239 part 2 of 2021, gi pipe 20 mm dia med grade conforming to is 1239 part 2 2011, gi reducer 25mm to 15mm conforming to is 1239 of part 2 of 2011, gi elbow 25mm conforming to is 1239 of part 2 of 2011, gi elbow 15mm conforming to is 1239 of part 2 of 2011, gi nipple 15mm 4 inch long conforming to is 1239 of part 2 of 2011, gi nipple 15mm 6 inch long conforming to is 1239 of part 2 of 2011, gi socket 15mm confirming to conforming to is 1239 of part 2 of 2011, gi union 25mm conforming to is 1239 of part 2 of 2011, gi plug 25mm conforming to is 1239 of part 2 of 2011, triplex plunger pump of 7.5 hp coupled with 10 hp diesel engine, rotational moulded polyethylene water storage tank double layer 5000 ltr as per tech spec, quick setting compound conforming to is 9103 of 1999 rapidite make acclerex or cico or fosroc., natural sand confirming to is 383-2016 as per tech spec, stone aggregate to be crushed rock or gravel 20mm graded as per tech spec, common burnt clay building bricks, sub class b of size 230x115x75mm as per tech spec, stone aggregate to be crushed rock or gravel 63mm graded as per tech spec, composite multi layer pipe size inner dia 25mm and outer dia 32mm as per tech spec, gi pipe 100mm dia 3m long confirming to conforming to is 1239, gi tank nipple 25mm 6 inch check nut and washer complete conforming to is 1239, ppr elbow 32mm conforming to is 15801 of 2008, ppr socket 32mm confirming to is 15801 of 2008, ppr equal union inner dia 25mm and outer dia 32mm complete, pp-r end cap 32mm dia suitable for 32mm outer dia pipe confirming to is 15801 of 2008, pp-r connector 32mm dia suitable for 32 and r 25mm outer dia pipe as per tech spec, pp-r tee 32mm dia suitable for 32mm outer dia pipe as per tech spec, bib cock brass 15mm confirming to is 781 of 1984 as per tech spec, gi nipple 25mm 4 inch long conforming to is 1239 as per tech spec, gi nipple 25mm 6 inch long conforming to is 1239 as per tech spec, gi equal union inner dia 25mm and outer dia 32mm complete as per tech spec, gi tee 25mm confirming to conforming to is 1239 of part 2 of 2011, gi tee 15mm confirming to conforming to is 1239 of part 2 2011 as per tech spec, gi socket 25mm cconfirming to conforming to is 1239 of part 2 of 2011 as per tech spec, gi pipe 15 mm dia med grade conforming to is 1239 as per tech spec, gi pipe 20 mm dia med grade conforming to is 1239 as per tech spec, gi reducer 25mm to 15mm conforming to is 1239 as per tech spec, gi elbow 25mm conforming to is 1239 as per tech spec, gi elbow 15mm conforming to is 1239 as per tech spec, gi nipple 15mm 4 inch long conforming to is 1239 as per tech spec, gi nipple 15mm 6 inch long conforming to is 1239 as per tech spec, gi socket 15mm confirming to conforming to is 1239 as per tech spec, gi union 25mm conforming to is 1239 as per tech spec, gi plug 25mm conforming to is 1239 as per tech spec, triplex plunger pump of 7.5 hp coupled with 10 hp diesel engine as per tech spec, triplex plunger pump of 5 hp coupled with 10 hp diesel engine as per tech spec, pre fabricated pump shed of size 2.4m x 2.4m and height 1.8m at front side and 1.60 m at rear side as per tech spec, rotational moulded polyethylene water storage tank double layer 5000 ltr capacity conforming to is 12701 1996, quick setting compound rapidite make acclerex or cico or fosroc, natural sand confirming to is 383-2016 as per tech spec, stone aggregate to be crushed rock or gravel 63mm graded as per tech spec., stone aggregate to be crushed rock or gravel 40mm graded as per tech spec, composite multi layer pipe size inner dia 25mm and outer dia 32mm as per tech spec, gi pipe 100mm dia 3m long confirming to is 1239 as per tech spec, ppr elbow 32mm conforming to is 15801 of 2008 as per tech spec, ppr socket 32mm confirming to is 15801of 2008, ppr equal union inner dia 25mm and outer dia 32mm complete as per tech spec, pp-r connector 32mm dia suitable for 32 and 25mm outer dia pipe as per tech spec, pp-r reducer 32mm dia suitable for 32mm outer dia as per tech spec, gi nipple 25mm 3 inch long conforming to is 1239 as per tech spec, cotton thread 100m long complete, bib cock brass 15mm as per tech spec, gi nipple 25mm 6 inch long conforming to is 1239 as per tech spec, gi tee 25mm confirming to is as per tech spec, gi tee 15mm confirming to is 1239 as per tech spec, gi socket 25mm confirming is 1239 as per tech spec, gi pipe 15 mm dia med grade conforming to is 1239, gi pipe 20 mm dia med grade conforming to is 1239, gi reducer 25mm to 15mm conforming to is 1239, gi elbow 25mm conforming to is 1239, gi nipple 15mm 4 inch long conforming to is 1239, gi nipple 15mm 6 inch long conforming to is 1239, gi socket 15mm confirming is 1239, gi union 25mm conforming to is 1239, gi plug 25mm conforming to is 1239, triplex plunger pump of 7.5 hp coupled with 10 hp diesel engine with all fittings and accessories as per tech spec, quick setting compound rapidite make acclerex cico fosroc, natural sand confirming to is 383-2016, stone aggregate to be crushed rock or gravel 20mm as per tech spec, aggregate to be crushed rock or gravel 40mm as per tech spec, common burnt clay building bricks, sub class b of size 230x115x75mm as per tech spec, tasla iron 18 inch, mason trowel karchi, plaster trowel with hard wooden handle isi marked, showel with wooden handle, brick hammer of 1.2 kgs, multipurpose non slip rubber gloves for scrubbing, cleaning , brick work etc, hacksaw frame with 2 blade, fawda with wooden handle, pipe wrench 12 inch, pipe wrench 18 inch, aluminimum spirit level 6 inch, rammer with wooden handle wt 5 kg, spanner adjustable 18 inch, sheet cutting blade, hacksaw frame blade double end, welding rod swr-10 size 3.15x350mm as per tech spec, paint brush 3 inch, paint brush 4 inch, brick trowel conforming to is 6013 of 2023 as per tech spec, drop-forged high-grade carbon steel brick hammer as per tech spec, light weight extruded aluminum alloy straight edge as per tech spec, plaster trowel confirming to is 6013 of 2023 as per tech spec, 16-inch or 400mm diameter mortar pan or tasla as per tech spec, high-tenacity nylon monofilament line 1.2 mm to 1.5mm diameter as per tech spec, cast iron plumb bobs as per tech spec, heavy-duty metal hand rammers for earth compaction as per tech spec, heavy-duty pickaxes or kudali 14 cp with chisel and point ends as per tech spec att, shovel square nose 14 gauge tata high carbon steel, product code svl 022 as per tech spec, single-piece hot-forged carbon steel powrah as per tech spec, non-slip, heavy-duty industrial rubber gloves as per tech spec, aluminium spirit levels 12-inch 300 mm as per tech spec, transparent, flexible pvc water leveling tubes in 50-meter as per tech spec, non-metallic fiberglass measuring tape 15 mtr as per tech spec, heavy duty crow bar, 5 feet 1500 mm length as per tech spec, electric chop saw machine blade of 14 inch dia as per tech spec, electric hand grinder cutting wheel of dia 4 inch as per tech spec, iron cutting machine blade, hack saw blade
Agency / Dept :
indian army
Due Date :
Oct 24, 2026 (9 days left)
Tender Value :
77.55L
View Documents
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
View Documents
T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design drawings, fab
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 26, 2026
Tender Value :
172Cr
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T18 Ref No : 16922247
Location : baramulla , jammu & kashmir
Source : GEM Tenders
tender for m sand , aggregate 63mm , aggregate 40mm , aggregate 20mm , quick setting compound , reinforcement mild steel tmt bars 12 mm dia , reinforcement mild steel tmt bars 08 mm dia , ms binding wire , cgi sheet 810 x 3050 mm long 0.63mm thick 10 ft , 100 gsm black hdpe woven sheet , pbs roll , hdpe sand bag of size 75x40 cm , steel roofing trough srt of size srt size 2000x613x180mm , ismb conforming size 150 x 75mm 3.5m long , ismc size 75 x 40mm 3.5 m long , ismb size 150 x 75mm 5.05m long , ismc size 75 x 40mm of 5.05 m long , steel roofing trough srt of size srt size 2438x613x180mm , ismb size 150 x 75mm of 5.8m long , ismb size 150 x 75mm of 4.5m long , 100mm thick m 50 grade interlocking paver block size- 15cm x 15cm , rcc beams 110x110x1420mm minimum m 25 grade , steel beam ismb 125mm rsj 125 x 70mm 2840 mm long , ismb size 150 x 75mm of 5.7m long, strengthening of pds, specifications for coarse and fine aggregates., stone aggregate to be crushed rock or gravel 63mm graded, stone aggregate to be crushed rock or gravel 40mm graded, stone aggregate to be crushed rock or gravel 20mm graded, material must be a chloride free liquid compound designed to accelerate setting time and early strength gain in concrete mortar, mild steel tmt bars 12 mm dia, mild steel tmt bars 08 mm dia, not less than 0.9mm dia, cgi sheet 810 x 3050 mm long 0.63mm thick 10 ft, material must be uv stabilized multi layered and heat sealed for 100 per waterproofing., self finished tar felt hessian base for water proofing grade 1, sand colour and each bag having weight not less than 60 gm, made out of 2mm thick hot rolled carbon steel, shall be welded with 02 nos x 5mm thick ms plate, with 2mm rubberized coating., four nos 8mm dia tmt bars two each on top and bottom with 6mm dia, steel beam ismb 125mm rsj 125 x 70mm 2840 mm long
Agency / Dept :
indian army
Due Date :
Sep 01, 2026
Tender Value :
92.06L
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T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026
Tender Value :
172Cr
View Documents
T18 Ref No : 16742570
Location : kupwara , jammu & kashmir
Source : GEM Tenders
tender for tech spec att , rectangular hollow section confirming to is 4923 2017 reaffirmed 2023 as per tech spec att , rectangular hollow section rhs confirming to is 4923 2017 reaffirmed 2023 as per tech spec att , ms angle conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att , steel roofing trough of size srt size 1630x613x180mm conforming to is 5986 2021 as per tech spec att , steel roofing trough of size 2000 x 613 x 180mm as per tech spec att , steel roofing trough of size 2438 x 613 x 180mm confroming of is 5986 2011 as per tech spec att , silicone gel sealant neutral cure conforming to is 11433 part 1 1985 reaffirmed 2020 as per tech spec att , hdpe sand bags as per tech spec att , pbs roll self finished tar felt hessian base grade-1 conforming to relevant is 1322 1993 reaffirmed 2022 as per tech spec att , hdpe sheet conforming to is 10889 2004 reaffirmed 2016 as per tech spec att , prefabricated steel loop hole conforming to is 1038 1983 reaffirmed 2022 of size 600mm x450mm as per tech spec att , prefabricated steel door conforming to is 1038 1983 reaffirmed 2022 of size 900mm x1800mm as per tech spec att , pre fab welded door lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att , pre-fab welded window loop hole lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs perrm conforming to is 808 2021 as per tech spec att , synthetic enamel paint olive green conforming to is 2932 part 1 2013 reaffirmed 2018 as per tech spec att , red oxide primer conforming to is 2074 2023 as per tech spec att , polyurethane thinner conforming to is 14314 1995 reaffirmed 2017 as per tech spec att , oil bound distemper confirming to is 428 2000 reaffimed 2018 as per tech spec att , dry distemper confirming to is 427 2013 as per tech spec att , painting brush 4 inch as per tech spec att , self drilling tapping hexagonal head screw sdts with hexagonal head hex head conforming to is 5957 2003 and iso 1478 1999 as per tech spec att , deck sheet of size 3000x975x1.50mm as per tech spec att , ms rack of size 1.22m x 0.61m x 1.65m as per tech spec att , soak pit cover made of 1mm thick ms sheet confirming to is 1079 2017 of size 1.460m x 1.460m as per tech spec , cement base paint conforming to is 5410 2013 reaffirmed 2018 as per tech spec att , jelly filled lightening conductor as per is spec , fire exstinguisher 2 kgs capacity abc-map-90 as per tech spec , bricktrowel conforming to is 6013 2023 of size 305 mm as per tech spec att , drop forged high grade carbon steel brick hammer conforming to is 841 1983 reaffirmed 2021 as per tech spec att , lightweight extruded aluminum alloy straight edge generally conforming to is 2220 1990 reaffirmed 2020 as per tech spec att , plaster trowel confirming to is 6013 2023 as per tech spec att , 400mm diameter mortar pan tasla conforming to is 1079 2017 reaffirmed 2022 as per tech spec att , high tenacity nylon mono filament line 1.2 mm to 1.5mm diameter as per tech spec att , cast iron plumb bobs confiming to is 210 2009 reaffirmed 2020 as per tech spec att , heavy duty metal hand rammers conforming to is 4183 1967 reaffirmed 2001 as per tech spec att , heavy-duty pickaxes kudali 14 cp with chisel and point ends conforming to is 273 1990 reaffirmed 2019 as per tech spec att , shovel square confirming to is 274 part i and ii 1981 reaffirmed 2003 as per tech spec att , single piece hot forged carbon steel powrah conforming to is 1759, srt and ismb, quick setting compound rapidite confirming to is 9103 1999 reaffirmed 2004 as per tech spec att, manufacturing sand confirming to is 383 1970 as per tech spec attached, aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded confirming to is 383 1970 as per tech spec att, aggregate 40mm stone aggregate to be crushed rock or gravel 40mm graded confirming to is 383 1970 as per tech spec att, aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded confirming to is 383 1970 as per tech spec att, common burnt clay building bricks sub class b of size 230x115x75mm conforming to is 1077 2025 as per tech spec att, load bearing concrete pcc soild blocks conforming to is 2185 part 1 2005 reaffirmed 2020 of size 400mm x 200 mm x 200 mm as per spec att, hydrophobic poreblocking ingredients conforming to is 8043 1991 reaffirmed 2014 as per tech spec att, integral water proofing compound conforming to is 2645 2003 reaffirmed 2022 as per tech spec att, mild steel tmt bars 12 mm dia conforming to is 1786 2008 reaffirmed 2018 as per tech spec att, mild steel tmt bars 8 mm dia conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att, ms binding wire conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att, wooden planks 2nd class hard wood 20mm thick 300mm wide 1800 mm long as per tech spec att, ismb size 150 x 75mm weight 15.00 kgs per rm conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att, 5mm thick ms plate of size 250x75 conforming to is 2062 2011 reaffirmed 2021 as per tech spec att, 4 nos x 16mm dia 100mm long foundation bolt confirming to is 5624 2021 as per tech spec att, ppgi sheets 3270 x 1000 x 0.60mm thick ppgi sheet og color conforming to is 277 2018 reaffirmed 2022 as per tech spec att, rectangular hollow section confirming to is 4923 2017 reaffirmed 2023 as per tech spec att, rectangular hollow section rhs confirming to is 4923 2017 reaffirmed 2023 as per tech spec att, ms angle conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att, steel roofing trough of size srt size 1630x613x180mm conforming to is 5986 2021 as per tech spec att, steel roofing trough of size 2000 x 613 x 180mm as per tech spec att, steel roofing trough of size 2438 x 613 x 180mm confroming of is 5986 2011 as per tech spec att, silicone gel sealant neutral cure conforming to is 11433 part 1 1985 reaffirmed 2020 as per tech spec att, hdpe sand bags as per tech spec att, pbs roll self finished tar felt hessian base grade-1 conforming to relevant is 13221993 reaffirmed 2022 as per tech spec att, hdpe sheet conforming to is 10889 2004 reaffirmed 2016 as per tech spec att, prefabricated steel loop hole conforming to is 1038 1983 reaffirmed 2022 of size 600mm x450mm as per tech spec att, prefabricated steel door conforming to is 1038 1983 reaffirmed 2022 of size 900mm x1800mm as per tech spec att, pre fab welded door lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att, pre-fab welded window loop hole lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att, synthetic enamel paint olive green og conforming to is 2932 part 1 2013 reaffirmed 2018 as per tech spec att, red oxide primer conforming to is 2074 2023 as per tech spec att, polyurethane thinner conforming to is 14314 1995 reaffirmed 2017 as per tech spec att, oil bound distemper confirming to is 428 2000 reaffimed 2018 as per tech spec att, dry distemper confirming to is 427 2013 as per tech spec att, painting brush 4 inch as per tech spec att, self drilling tapping hexagonal head screw sdts with hexagonal head hex head conforming to is 5957 2003 and iso 1478 1999 as per tech spec att, deck sheet of size 3000x975x1.50mm as per tech spec att, ms rack of size 1.22m x 0.61m x 1.65m as per tech spec att, soak pit cover made of 1mm thick ms sheet confirming to is 1079 2017 of size 1.460m x 1.460m as per tech spec, cement base paint conforming to is 5410 2013 reaffirmed 2018 as per tech spec att, jelly filled lightening conductor as per is spec, fire exstinguisher 2 kgs capacity abc-map-90 as per tech spec, bricktrowel conforming to is 6013 2023 of size 305 mm as per tech spec att, drop forged high grade carbon steel brick hammer conforming to is 841 1983 reaffirmed 2021 as per tech spec att, lightweight extruded aluminum alloy straight edge generally conforming to is 2220 1990 reaffirmed 2020 as per tech spec att, plaster trowel confirming to is 6013 2023 as per tech spec att, 400mm diameter mortar pan tasla conforming to is 1079 2017 reaffirmed 2022 as per tech spec att, high tenacity nylon mono filament line 1.2 mm to 1.5mm diameter as per tech spec att, cast iron plumb bobs confiming to is 210 2009 reaffirmed 2020 as per tech spec att, heavy duty metal hand rammers conforming to is 4183 1967 reaffirmed 2001 as per tech spec att, heavy-duty pickaxes kudali 14 cp with chisel and point ends conforming to is 273 1990 reaffirmed 2019 as per tech spec att, shovel square confirming to is 274 part i and ii 1981 reaffirmed 2003 as per tech spec att, single piece hot forged carbon steel powrah conforming to is 1759 1986 reaffirmed 2019 as per tech spec att, high quality heavy duty flat painting brush conforming to is 384 2002 reaffirmed 2018 as per tech spec att, non-slip heavy duty industrial rubber gloves conforming to is 6994 part 6 2021 as per tech spec att, aluminium spirit levels 12 inch conforming to is 5706 1993 reaffirmed 2022 as per tech spec att, transparent flexible pvc water leveling tubes in 50 meter as per tech spec att, heavy duty combination cutting pliers conforming to is 3650 1981 reaffirmed 2022as per tech spec att, non metallic fiberglass measuring tape 15 m conforming to is 1269 part 1 1997 reaffirmed 2024 as per tech spec att, heavy duty crow bar 5 feet length conforming to is 704 1984 reaffirmed year 2021 as per tech spec att, trolley mounted earth auger featuring a fuel efficient 4 stroke diesel engine as per tech spec att
Agency / Dept :
indian army
Due Date :
Sep 03, 2026
Tender Value :
1.41Cr
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T18 Ref No : 17318124
Location : baramulla , jammu & kashmir
Source : GEM Tenders
tender for construction of a mild steel framed overhead protection structure for medium gun with internal clear dimensions of 9.50m x 9.50m x 6.00m , quick setting compound , natural sand confirming to is 383 2016 , aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded , aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded , tmt steel bars 10 mm dia including stirrups cutting and binding , tmt steel bars 12 mm dia bar including stirrups cutting and binding , tmt steel bars 16 mm dia bar including stirrups cutting and binding , nail 3 inch , uv stablised virgin high density polyethylene hdpe sheet of 400 micron 0.4mm thickness , ms plate 450x450x10mm , ms plate 350x350x10mm , 20mm dia 700mm long nut alongwith nut 3mm thick washer , ms binding wire , ismb g1 beam ismb 500x180mm 9.50 m long , ismb g2 beam 300x140 mm 9.50m long , 04 nos steel column section 6.00m long 300x300x6.3 mm over rcc pedestal , steel roofing trough srt of size srt size 1630x613x180mm made out of 2mm thick hot rolled carbon steel , ms cleat 75x75x6mm 0.45m long , ms cleat 75x75x6mm 0.25m long , ms cleat 75x75x6mm 0.16m long , ms cleat 75x75x6mm 0.12m long , ms cleat 75x75x6mm 9.20m long , ms cleat 65x65x6mm 0.15m long , mild steel gusset plates , ismc 75x40 7.14kg rm length-10.40m , isa 65x65x6mm 9.50m long , isa 75x75x6mm 6.32m long , isa 65x65x6mm 2.80m long , ppgi sheet 10ft x 3ftx0.50mm , 0.50mm thick 10ft x 3ft pre painted galvanised iron plain sheet for ridge portion. , self tapping screw of 5.5x55mm , synthetic enamel paint in olive green , primer red oxide zinc chrome , mineral turpentine oil as solvent thinner for synthetic enamel paints and primers , integral water proofing compound , silicone gel sealant , wooden planks 2nd class hard wood 20mm thick 300mm wide 1800 mm long , collapsible welded wire mesh crate hesco basket of size 1.22mm length x 0.61mm width x 0.61mm height , shear stud forged head dia of shear connector shall be 19mm 275mm long , wooden flat gurmala , flexible transparent pvc leveling tube 05 mm diameter and 100 meters length , hand rivet gun machine , drill bit 25mm dia , drill bit 16mm dia , drill bit 10mm dia , non metallic fiberglass measuring tape 30 mtr , brick trowel size 305 mm , 16-inch diameter mortar pan tasla fabricated from heavy duty 16 gauge hot rolled carbon steel sheet , shovel square size 310 x 245 mm shaft size 710 mm fitted with strong steel crutched hard wooden handles , heavy duty pickaxes smoothly finished seasoned hardwood handle , single piece hot forged carbon steel powrah , heavy duty crow bar 5 feet , heavy-duty metal hand rammers for earth compaction , drop-forged high-grade carbon steel brick hammer , pipe wrench 12 inch , pipe wrench 18 inch , adjustable spanner 110 mm length , adjustable hacksaw frame , non slip heavy duty industrial rubber gloves , aluminium spirit levels 12-inch , high-tenacity nylon monofilament line 1.2 mm to 1.5mm diameter , cast iron plumb bobs weight 250 g , double edge double sided flexible hacksaw blades 300mm length, fd protection wk arty, construction of a mild steel framed overhead protection structure for medium gun with internal clear dimensions of 9.50m x 9.50m x 6.00m, quick setting compound, natural sand confirming to is 383-2016, aggregate 20mm. stone aggregate to be crushed rock or gravel 20mm graded, aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded, mt steel bars 10 mm dia including stirrups cutting and binding, tmt steel bars 12 mm dia bar including stirrups cutting and binding, nail 3 inch, uv stablised virgin high density polyethylene (hdpe) sheet of 400 micron (0.4mm) thickness, ms plate 450x450x10mm, ms plate 350x350x10mm, 20mm dia 700mm long nut alongwith nut 3mm thick washer, ms binding wire, ismb (g1) beam ismb 500x180mm 9.50 m long, ismb (g2) beam 300x140 mm 9.50m long, 04 nos steel column section 6.00m long 300x300x6.3 mm over rcc pedestal, steel roofing trough(srt) of size srt size 1630x613x180mm made out of 2mm thick hot rolled carbon steel, ms cleat 75x75x6mm, 0.45m long, ms cleat 75x75x6mm, 0.25m long, ms cleat 75x75x6mm, 0.16m long, ms cleat 75x75x6mm, 0.12m long, ms cleat 75x75x6mm, 9.20m long, ms cleat 65x65x6mm, 0.15m long, mild steel gusset plates, ismc 75x40 7.14kg rm length-10.40m, isa 65x65x6mm, 9.50m long, isa 75x75x6mm, 6.32m long, isa 65x65x6mm, 2.80m long, ppgi sheet 10ft x 3ftx0.50mm, 0.50mm thick 10ft x 3ft pre painted galvanised iron plain sheet for ridge portion., self tapping screw of 5.5x55mm, synthetic enamel paint in olive green, primer red oxide zinc chrome, mineral turpentine oil as solvent thinner for synthetic enamel paints and primers, integral water proofing compound, silicone gel sealant, wooden planks 2nd class hard wood 20mm thick 300mm wide 1800 mm long, collapsible welded wire mesh crate hesco basket of size 1.22mm length x 0.61mm width x 0.61mm height, shear stud forged head dia of shear connector shall be 19mm 275mm long, wooden flat gurmala, flexible transparent pvc leveling tube 05 mm diameter and 100 meters length, hand rivet gun machine, drill bit 25mm dia, drill bit 16mm dia, drill bit 10mm dia, non-metallic fiberglass measuring tape 30 mtr, brick trowel size 305 mm, 16-inch diameter mortar pan tasla fabricated from heavy duty 16 gauge hot rolled carbon steel sheet, shovel square size 310 x 245 mm shaft size 710 mm fitted with strong steel crutched hard wooden handles, heavy duty pickaxes smoothly finished seasoned hardwood handle, single piece hot forged carbon steel powrah, heavy duty crow bar 5 feet, heavy-duty metal hand rammers for earth compaction, drop-forged high-grade carbon steel brick hammer, pipe wrench 12 inch, pipe wrench 18 inch, adjustable spanner 110 mm length, adjustable hacksaw frame, non slip heavy duty industrial rubber gloves, aluminium spirit levels 12-inch, high-tenacity nylon monofilament line 1.2 mm to 1.5mm diameter, cast iron plumb bobs weight 250 g, double edge double sided flexible hacksaw blades 300mm length
Agency / Dept :
indian army
Due Date :
Sep 28, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 17319927
Location : baramulla , jammu & kashmir
Source : GEM Tenders
tender for qick setting compound rapidite , m sand confirming to is 383 2016 , aggregate 20mm stone aggregate to be crushed rock , aggregate 40mm , aggregate 63mm , load bearing concrete pcc soild blocks , mild steel tmt bars 16 mm dia , mild steel tmt bars 10 mm dia , mild steel tmt bars 08 mm dia , ms binding wire not less than 0.9mm dia , forming 25 mm width expansion joint in concrete slab , construction joints 25 mm deep and 10 mm wide , contraction joint with an initial saw cut of 3 mm , road marking paints as in painting lines dashes arrows letters , hdpe sheet of 400 micron thick , synthetic enamel paint , thinner , cement base paint , wooden form work , wooden form work for end bay panels size 3 x 0.10m , lightweight extruded aluminum alloy straight edge , wooden flat gurmala , water leveling pipe pvc 100 mtr , 18 inch 400mm diameter mortar pan , shovel square , hammer , tape measuring metallic 30m , mason trowel , heavy duty pickaxes with chisel and point ends head weight of 3kg seasoned hardwood handle , single piece hot forged carbon steel powrah , heavy duty crow bar 5 feet length , aluminium spirit level 12 inch , hand gloves conforming, helipad resurfacing, qick setting compound rapidite, m sand confirming to is 383 2016 specifications for coarse and fine aggregates, aggregate 20mm stone aggregate to be crushed rock, aggregate 40mm, aggregate 63mm, load bearing concrete pcc soild blocks, mild steel tmt bars 16 mm dia, mild steel tmt bars 10 mm dia, mild steel tmt bars 08 mm dia, ms binding wire not less than 0.9mm dia, forming 25 mm width expansion joint in concrete slab, construction joints 25 mm deep and 10 mm wide, contraction joint with an initial saw cut of 3 mm, road marking paints as in painting lines dashes arrows letters, hdpe sheet of 400 micron thick water proof wrinkle free without puncture having minimum weight 390 gm, synthetic enamel paint, thinner, cement base paint, wooden form work, wooden form work for end bay panels size 3 x 0.10m, lightweight extruded aluminum alloy straight edge, wooden flat gurmala, water leveling pipe pvc 100 mtr, 18 inch 400mm diameter mortar pan, shovel square 14 gauge blade size 310 x 245 mm shaft size 710 mm fitted with strong steel crutched hard wooden handles, hammer with wooden handle 5 kg, tape measuring metallic 30m, mason trowel, heavy duty pickaxes with chisel and point ends head weight of 3kg seasoned hardwood handle, single piece hot forged carbon steel powrah with handle hardwood weight of 2 kg, heavy duty crow bar 5 feet length, aluminium spirit level 12 inch, hand gloves conforming insulated with rubber
Agency / Dept :
indian army
Due Date :
Sep 28, 2026
Tender Value :
16.56L
View Documents
T18 Ref No : 17151300
Location : noida , uttar pradesh
Source : GEM Tenders
tender for turnkey instrumentation supply for mr item no. 1.0001 including gst , supply for mr item no. 1.0002 including gst , supply for mr item no. 1.0003 including gst , supply for mr item no. 1.0004 including gst , supply for mr item no. 1.0005 including gst , supply for mr item no. 1.0006 including gst , supply for mr item no. 1.0007 including gst , supply for mr item no. 1.0008 including gst , supply for mr item no. 1.0009 including gst , supply for mr item no. 1.0010 including gst , supply for mr item no. 1.0011 including gst , supply for mr item no. 1.0012 including gst , supply for mr item no. 1.0013 including gst , supply for mr item no. 1.0014 including gst , supply for mr item no. 1.0015 including gst , supply for mr item no. 1.0016 including gst , supply for mr item no. 1.0017 including gst , supply for mr item no. 1.0018 including gst , supply for mr item no. 1.0019 including gst , supply for mr item no. 1.0020 including gst , supply for mr item no. 1.0021 including gst , supply for mr item no. 1.0022 including gst , supply for mr item no. 1.0023 including gst , supply for mr item no. 1.0024 including gst , supply for mr item no. 1.0025 including gst , supply for mr item no. 1.0026 including gst , supply for mr item no. 1.0027 including gst , supply for mr item no. 1.0028 including gst , supply for mr item no. 1.0029 including gst , supply for mr item no. 1.0030 including gst , supply for mr item no. 1.0031 including gst , supply for mr item no. 1.0032 including gst , supply for mr item no. 1.0033 for mr item no. 3.0012 transportation of mandatory spare price including gst , transportation for mr item no. 3.0013 transportation of mandatory spare price including gst , transportation for mr item no. 3.0014 transportation of mandatory spare price including gst , transportation for mr item no. 3.0015 transportation of mandatory spare price including gst , transportation for mr item no. 3.0016 transportation of mandatory spare price including gst , transportation for mr item no. 3.0017 transportation of mandatory spare price including gst , transportation for mr item no. 3.0018 transportation of mandatory spare price including gst , transportation for mr item no. 3.0019 transportation of mandatory spare price including gst , transportation for mr item no. 3.0020 transportation of mandatory spare price including gst , transportation for mr item no. 3.0021 transportation of mandatory spare price including gst , transportation for mr item no. 3.0022 transportation of mandatory spare price including gst , transportation for mr item no. 3.0023 transportation of mandatory spare price including gst , transportation for mr item no. 3.0024 transportation of mandatory spare price including gst , transportation for mr item no. 3.0025 transportation of mandatory spare price including gst , transportation for mr item no. 3.0026 transportation of mandatory spare price including gst , transportation for mr item no. 3.0027 transportation of mandatory spare price including gst , transportation for mr item no. 3.0028 transportation of mandatory spare price including gst , transportation for mr item no. 3.0029 transportation of mandatory spare price including gst , transportation for mr item no. 3.0030 transportation of mandatory spare price including gst , transportation for mr item no. 3.0031 transportation of mandatory spare price including gst , transportation for mr item no. 3.0032 transportation of mandatory spare price including gst , transportation for mr item no. 3.0033 transportation of mandatory spare price including gst , transportation for mr item no. 3.0034 transportation of mandatory spare price including gst , transportation for mr item no. 3.0035 transportation of mandatory spare price including gst , transportation for mr item no. 3.0036 transportation of mandatory spare price including gst , transportation for mr item no. 3.0037 transportation of mandatory spare price including gst , transportation for mr item no. 3.0038 transportation of mandatory spare price including gst , transportation for mr item no. 3.0039 transportation of mandatory spare price including gst , transportation for mr item no. 3.0040 transportation of mandatory spare price including gst , transportation for mr item no. 3.0041 transportation of mandatory spare price including gst , transportation for mr item no. 3.0042 transportation of mandatory spare price including gst , transportation for mr item no. 3.0043 transportation of mandatory spare price including gst , transportation for mr item no. 3.0044 transportation of mandatory spare price including gst , transportation for mr item no. 3.0045 transportation of mandatory spare price including gst , transportation for mr item no. 3.0046 transportation of mandatory spare price including gst , transportation for mr item no. 3.0047 transportation, turnkey instrumentation, supply for mr item no. 1.0001 including gst, supply for mr item no. 1.0002 including gst, supply for mr item no. 1.0003including gst, supply for mr item no. 1.0004 including gst, supply for mr item no. 1.0005 including gst, supply for mr item no. 1.0006 including gst, supply for mr item no. 1.0007 including gst, supply for mr item no. 1.0008 including gst, supply for mr item no. 1.0009 including gst, supply for mr item no. 1.0010 including gst, supply for mr item no. 1.0011 including gst, supply for mr item no. 1.0012 including gst, supply for mr item no. 1.0013 including gst, supply for mr item no. 1.0014 including gst, supply for mr item no. 1.0015 including gst, supply for mr item no. 1.0016 including gst, supply for mr item no. 1.0017 including gst, supply for mr item no. 1.0018 including gst, supply for mr item no. 1.0019 including gst, supply for mr item no. 1.0020 including gst, supply for mr item no. 1.0021 including gst, supply for mr item no. 1.0022 including gst, supply for mr item no. 1.0023 including gst, supply for mr item no. 1.0024 including gst, supply for mr item no. 1.0025 including gst, supply for mr item no. 1.0026 including gst, supply for mr item no. 1.0027 including gst, supply for mr item no. 1.0028 including gst, supply for mr item no. 1.0029 including gst, supply for mr item no. 1.0030 including gst, supply for mr item no. 1.0031 including gst, supply for mr item no. 1.0032 including gst, supply for mr item no. 1.0033 including gst, supply for mr item no. 1.0034 including gst, supply for mr item no. 1.0035 including gst, supply for mr item no. 1.0036 including gst, supply for mr item no. 1.0037 including gst, supply for mr item no. 1.0038 including gst, supply for mr item no. 1.0039 including gst, supply for mr item no. 1.0040 including gst, supply for mr item no. 1.0041 including gst, supply for mr item no. 1.0042 including gst, supply for mr item no. 1.0043 including gst, supply for mr item no. 1.0044 including gst, supply for mr item no. 1.0045 including gst, supply for mr item no. 1.0046 including gst, supply for mr item no. 1.0047 including gst, supply for mr item no. 1.0048 including gst, supply for mr item no. 1.0049 including gst, supply for mr item no. 1.0050 including gst, supply for mr item no. 1.0051 including gst, supply for mr item no. 1.0052 including gst, supply for mr item no. 1.0053 including gst, supply for mr item no. 1.0054 including gst, supply for mr item no. 1.0055 including gst, supply for mr item no. 1.0056 including gst, supply for mr item no. 1.0057 including gst, supply for mr item no. 1.0058 including gst, supply for mr item no. 1.0059 including gst, supply for mr item no. 1.0060 including gst, supply for mr item no. 1.0061 including gst, supply for mr item no. 1.0062 including gst, supply for mr item no. 1.0063 including gst, supply for mr item no. 1.0064 including gst, supply for mr item no. 1.0065 including gst, supply for mr item no. 1.0066 including gst, supply for mr item no. 1.0067 including gst, supply for mr item no. 1.0068 including gst, supply for mr item no. 1.0069 including gst, supply for mr item no. 1.0070 including gst, supply for mr item no. 1.0071 including gst, supply for mr item no. 1.0072 including gst, supply for mr item no. 1.0073 including gst, supply for mr item no. 1.0074 including gst, supply for mr item no. 1.0075 including gst, site work for mr item no. 2.0008 including gst, site work for mr item no. 2.0023 including gst, transportation for mr item no. 3.0001 transportation of mandatory spare price including gst, transportation for mr item no. 3.0002 transportation of mandatory spare price including gst, transportation for mr item no. 3.0003 transportation of mandatory spare price including gst, transportation for mr item no. 3.0004 transportation of mandatory spare price including gst, transportation for mr item no. 3.0005 transportation of mandatory spare price including gst, transportation for mr item no. 3.0006 transportation of mandatory spare price including gst, transportation for mr item no. 3.0007 transportation of mandatory spare price including gst, transportation for mr item no. 3.0008 transportation of mandatory spare price including gst, transportation for mr item no. 3.0009 transportation of mandatory spare price including gst, transportation for mr item no. 3.0010 transportation of mandatory spare price including gst, transportation for mr item no. 3.0011 transportation of mandatory spare price including gst, transportation for mr item no. 3.0012 transportation of mandatory spare price including gst, transportation for mr item no. 3.0013 transportation of mandatory spare price including gst, transportation for mr item no. 3.0014 transportation of mandatory spare price including gst, transportation for mr item no. 3.0015 transportation of mandatory spare price including gst, transportation for mr item no. 3.0016 transportation of mandatory spare price including gst, transportation for mr item no. 3.0017 transportation of mandatory spare price including gst, transportation for mr item no. 3.0018 transportation of mandatory spare price including gst, transportation for mr item no. 3.0019 transportation of mandatory spare price including gst, transportation for mr item no. 3.0020 transportation of mandatory spare price including gst, transportation for mr item no. 3.0021 transportation of mandatory spare price including gst, transportation for mr item no. 3.0022 transportation of mandatory spare price including gst, transportation for mr item no. 3.0023 transportation of mandatory spare price including gst, transportation for mr item no. 3.0024 transportation of mandatory spare price including gst, transportation for mr item no. 3.0025 transportation of mandatory spare price including gst, transportation for mr item no. 3.0026 transportation of mandatory spare price including gst, transportation for mr item no. 3.0027 transportation of mandatory spare price including gst, transportation for mr item no. 3.0028 transportation of mandatory spare price including gst, transportation for mr item no. 3.0029 transportation of mandatory spare price including gst, transportation for mr item no. 3.0030 transportation of mandatory spare price including gst, transportation for mr item no. 3.0031 transportation of mandatory spare price including gst, transportation for mr item no. 3.0032 transportation of mandatory spare price including gst, transportation for mr item no. 3.0033 transportation of mandatory spare price including gst, transportation for mr item no. 3.0034 transportation of mandatory spare price including gst, transportation for mr item no. 3.0035 transportation of mandatory spare price including gst, transportation for mr item no. 3.0036 transportation of mandatory spare price including gst, transportation for mr item no. 3.0037 transportation of mandatory spare price including gst, transportation for mr item no. 3.0038 transportation of mandatory spare price including gst, transportation for mr item no. 3.0039 transportation of mandatory spare price including gst, transportation for mr item no. 3.0040 transportation of mandatory spare price including gst, transportation for mr item no. 3.0041 transportation of mandatory spare price including gst, transportation for mr item no. 3.0042 transportation of mandatory spare price including gst, transportation for mr item no. 3.0043 transportation of mandatory spare price including gst, transportation for mr item no. 3.0044 transportation of mandatory spare price including gst, transportation for mr item no. 3.0045 transportation of mandatory spare price including gst, transportation for mr item no. 3.0046 transportation of mandatory spare price including gst, transportation for mr item no. 3.0047 transportation of mandatory spare price including gst, transportation for mr item no. 3.0048 transportation of mandatory spare price including gst, transportation for mr item no. 3.0049 transportation of mandatory spare price including gst, transportation for mr item no. 3.0050 transportation of mandatory spare price including gst, transportation for mr item no. 3.0051 transportation of mandatory spare price including gst, transportation for mr item no. 3.0052 transportation of mandatory spare price including gst, transportation for mr item no. 3.0053 transportation of mandatory spare price including gst, transportation for mr item no. 3.0054 transportation of mandatory spare price including gst, transportation for mr item no. 3.0055 transportation of mandatory spare price including gst, transportation for mr item no. 3.0056 transportation of mandatory spare price including gst, transportation for mr item no. 3.0057 transportation of mandatory spare price including gst, transportation for mr item no. 3.0058 transportation of mandatory spare price including gst, transportation for mr item no. 3.0059 transportation of mandatory spare price including gst, transportation for mr item no. 3.0060 transportation of mandatory spare price including gst, transportation for mr item no. 3.0061 transportation of mandatory spare price including gst, transportation for mr item no. 3.0062 transportation of mandatory spare price including gst, transportation for mr item no. 3.0063 transportation of mandatory spare price including gst, transportation for mr item no. 3.0064 transportation of mandatory spare price including gst, transportation for mr item no. 3.0065 transportation of mandatory spare price including gst, transportation for mr item no. 3.0066 transportation of mandatory spare price including gst, transportation for mr item no. 3.0067 transportation of mandatory spare price including gst, transportation for mr item no. 3.0068 transportation of mandatory spare price including gst, transportation for mr item no. 3.0069 transportation of mandatory spare price including gst, transportation for mr item no. 3.0070 transportation of mandatory spare price including gst, transportation for mr item no. 3.0071 transportation of mandatory spare price including gst, transportation for mr item no. 3.0072 transportation of mandatory spare price including gst, transportation for mr item no. 3.0073 transportation of mandatory spare price including gst, transportation for mr item no. 3.0074 transportation of mandatory spare price including gst, transportation for mr item no. 3.0075 transportation of mandatory spare price including gst, total mandatory spare price including gst as per mr sl. no. 4.0001, total supervision charges for item sl. no. 8.0001 considering 01 manday including gst, total supervision charges for item sl. no. 8.0002 considering 03 manday including gst, total supervision charges for item sl. no. 8.0003 considering 03 manday including gst, total supervision charges for item sl. no. 8.0004 considering 01 manday including gst, total supervision charges for item sl. no. 8.0005 considering 01 manday including gst, total supervision charges for item sl. no. 8.0006 considering 01 manday including gst, total supervision charges for item sl. no. 8.0008 considering 01 manday including gst, total supervision charges for item sl. no. 8.0009 considering 01 manday including gst, total supervision charges for item sl. no. 8.0012 considering 01 manday including gst, total supervision charges for item sl. no. 8.0015 considering 01 manday including gst, total supervision charges for item sl. no. 8.0018 considering 01 manday including gst, total supervision charges for item sl. no. 8.0019 considering 01 manday including gst, total supervision charges for item sl. no. 8.0020 considering 01 manday including gst, total supervision charges for item sl. no. 8.0021 considering 01 manday including gst, total supervision charges for item sl. no. 8.0023 considering 01 manday including gst, total supervision charges for item sl. no. 8.0024 considering 01 manday including gst, total supervision charges for item sl. no. 8.0025 considering 01 manday including gst, total supervision charges for item sl. no. 8.0026 considering 01 manday including gst, total supervision charges for item sl. no. 8.0027 considering 01 manday including gst, total supervision charges for item sl. no. 8.0028 considering 01 manday including gst, total supervision charges for item sl. no. 8.0029 considering 01 manday including gst, total supervision charges for item sl. no. 8.0030 considering 01 manday including gst, total supervision charges for item sl. no. 8.0031 considering 01 manday including gst, total supervision charges for item sl. no. 8.0032 considering 01 manday including gst, total supervision charges for item sl. no. 8.0033 considering 01 manday including gst, total supervision charges for item sl. no. 8.0034 considering 01 manday including gst, total supervision charges for item sl. no. 8.0035 considering 01 manday including gst, total supervision charges for item sl. no. 8.0036 considering 01 manday including gst, total supervision charges for item sl. no. 8.0037 considering 01 manday including gst, total supervision charges for item sl. no. 8.0038 considering 01 manday including gst, total supervision charges for item sl. no. 8.0039 considering 01 manday including gst, total supervision charges for item sl. no. 8.0040 considering 01 manday including gst, total supervision charges for item sl. no. 8.0041 considering 01 manday including gst, total supervision charges for item sl. no. 8.0042 considering 01 manday including gst, total supervision charges for item sl. no. 8.0043 considering 01 manday including gst, total supervision charges for item sl. no. 8.0044 considering 01 manday including gst, total supervision charges for item sl. no. 8.0045 considering 01 manday including gst, total supervision charges for item sl. no. 8.0046 considering 01 manday including gst, total supervision charges for item sl. no. 8.0047 considering 01 manday including gst, total supervision charges for item sl. no. 8.0048 considering 01 manday including gst, total supervision charges for item sl. no. 8.0049 considering 01 manday including gst, total training charges at site for item sl. no.11.0002 considering 10 manday including gst, total training charges at site for item sl. no.11.0003 considering 10 manday including gst turnkey instrumentation for vijaipur pata c2/c3 pipeline project of gail (india) limited instrumentation items like dcs/ esd/ plc, emission monitoring system, machine monitoring system, condition monitoring system, fire detection & alarm system, gas & liquid metering systems, mass flow meter, process analysers, ultrasonic flowmeter, anti surge & governor control system, master control station for movs, actuators, transmitters, radar gauges, multi-spot temperature sensors, batch controller unit, additive blocks, hydrocarbon detectors, field instruments like radar gauges, nucleonic gauges, servo level gauging, hydrastep, smart positioner in control valves, multi point reactor thermocouple, flame scanner, viscosity cum density meter, high pressure/temperature special type valves, is test equipment, flare flow meter, tank farm management system, loading automation system, gas detection system, corrosion monitoring system, wireless instrumentation, surge relief valve skid, meter provers, pipeline leak detection system (negative pressure wave type) etc, equipment involved in drilling, completion, testing and production of oil and gas wells, electronic carousel, safety relief valves, compressors, turbines and blowers, heat ejectors, exchangers, condensers where supply installation testing and commissioning and / expert supervisory services are involved, equipment for which life cycle cost evaluation is done considering amc/camc etc, electrical equipment like flameproof plant communication system, gis (gas insulated switchgear), numerical relays, flameproof and/or explosion proof cctv, synchronous machines, tetra system etc, laboratory and r&d equipment like gas chromatographs, spectrometers, analytical equipment, automatic liquid sampler, dry colorimetric (tape) detectors, mercury free pvt equipment, ht-hp corrosion cell, wheel test machine, atmospheric and ht-hp- consistometer, ultra sonic cement analyzer / ht-ultra sonic cement analyzer, compressive strength tester, stirred fluid loss apparatus, total sulfur analyzer, colony counter, laminar flow systems, microscope with digital camera, anaerobic chamber, rockeval, toc analyser, sindist analyser, cold finger test apparatus, microcoulometer, atomic absorption spectrometer, high performance ion clromatograph, permeameter, helium porosimeter, laser scattering particle size distribution analyser, microscope high magnification, flame photometer, u.v.- visible spectrophotometers, ep lube tester, differential sticking tester, electrical stability meter, stemi-2000 microscope/ equivalent, core gamma logger, energy dispersive spectrometer, thin section machine, x-ray diffractometer, wettability tester, ambient resistivity system, flouroscope, spin drop tensiometer, fluid eval, mercury inclusion porosity meter, tri-axial test machine, smoke point detector, vitrinite reflectance vro microscope, curing chamber/ht curing chamber, source rock pyrolyser with sulphur/ without sulphur, nga gas analyzer flash point apparatus/ automatic, compressive strength analyser, ht-hp curing chamber, crush resistance test equipment, manual dry bath pore point apparatus, bench type dissolved oxygen meter, bench type grain moisture meter, rotational viscometer, capillary pressure instrument, core plugging machine, core trimming machine, hp-ht filter press, bench top density meter, hp-ht roller oven with aging cells, crude oil analyser, static gel strength analyser, oilwell cement mechanical properties analyser, poroperm, acoustic velocity system, auto saturation, porosimeter cum permeameter, rock testing system, auto core saturation, auto inbibioimeter for reverse permeability, proppant conductivity tester etc, pipeline intrusion and detection system (pids), scada & apps system, rim seal protection system, chemical treatment program which involves supply of process chemicals, dosing & monitoring the parameters etc, geophysical services, seismic data acquisition system, vsp data acquisition system, field processing unit, geophysical equipment (non-seismic including gravity magnetic, mt, em etc.), seismic data processing software, seismic data interpretation software, hydrocarbon reservoir software, seismic data archival software, petro-physical software, geophysical equipment, field processing unit, global navigation satellite system, specialised geological lab equipment, seismic data acquisition system, seismic data processing/imaging software, tape drive unit, vsp data acquisition system, vsp processing software, high-end servers for g&g applications, hpcc solution, virtualization and container software, logging services, logging unit, equipment and tools rated for hostile hpht environment (temperature > 300°f & pressure > 10,000 psi)
Agency / Dept :
gail india limited gas authority of india ltd
Due Date :
Sep 17, 2026
Tender Value :
Refer Document
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T18 Ref No : 17132478
Location : tagdhar , jammu & kashmir
Source : GEM Tenders
tender for srt and ismb quick setting compound rapidite confirming to is 9103 1999 reaffirmed 2004 as per tech spec att , manufacturing sand confirming to is 383 1970 as per tech spec attached , aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded confirming to is 383 1970 as per tech spec att , aggregate 40mm stone aggregate to be crushed rock or gravel 40mm graded confirming to is 383 1970 as per tech spec att , aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded confirming to is 383 1970 as per tech spec att , common burnt clay building bricks sub class b of size 230x115x75mm conforming to is 1077 2025 as per tech spec att , load bearing concrete pcc soild blocks conforming to is 2185 part 1 2005 reaffirmed 2020 of size 400mm x 200 mm x 200 mm as per spec att , hydrophobic poreblocking ingredients conforming to is 8043 1991 reaffirmed 2014 as per tech spec att , integral water proofing compound conforming to is 2645 2003 reaffirmed 2022 as per tech spec att , mild steel tmt bars 12 mm dia conforming to is 1786 2008 reaffirmed 2018 as per tech spec att , mild steel tmt bars 8 mm dia conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att , ms binding wire conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att , wooden planks 2nd class hard wood 20mm thick 300mm wide 1800 mm long as per tech spec att , ismb size 150 x 75mm weight 15.00 kgs per rm conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att , 5mm thick ms plate of size 250x75 conforming to is 2062 2011 reaffirmed 2021 as per tech spec att , 4 nos x 16mm dia 100mm long foundation bolt confirming to is 5624 2021 as per tech spec att , ppgi sheets 3270 x 1000 x 0.60mm thick ppgi sheet og color conforming to is 277 2018 reaffirmed 2022 as per tech spec att , rectangular hollow section confirming to is 4923 2017 reaffirmed 2023 as per tech spec att , rectangular hollow section rhs confirming to is 4923 2017 reaffirmed 2023 as per tech spec att , ms angle conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att , steel roofing trough of size srt size 1630x613x180mm conforming to is 5986 2021 as per tech spec att , steel roofing trough of size 2000 x 613 x 180mm as per tech spec att , steel roofing trough of size 2438 x 613 x 180mm confroming of is 5986 2011 as per tech spec att , silicone gel sealant neutral cure conforming to is 11433 part 1 1985 reaffirmed 2020 as per tech spec att , hdpe sand bags as per tech spec att , pbs roll self finished tar felt hessian base grade-1 conforming to relevant is 1322 1993 reaffirmed 2022 as per tech spec att , hdpe sheet conforming to is 10889 2004 reaffirmed 2016 as per tech spec att , prefabricated steel loop hole conforming to is 1038 1983 reaffirmed 2022 of size 600mm x450mm as per tech spec att , prefabricated steel door conforming to is 1038 1983 reaffirmed 2022 of size 900mm x1800mm as per tech spec att , pre fab welded door lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att , pre-fab welded window loop hole lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs perrm conforming to is 808 2021 as per tech spec att , synthetic enamel paint olive green conforming to is 2932 part 1 2013 reaffirmed 2018 as per tech spec att , red oxide primer conforming to is 2074 2023 as per tech spec att , polyurethane thinner conforming to is 14314 1995 reaffirmed 2017 as per tech spec att , oil bound distemper confirming to is 428 2000 reaffimed 2018 as per tech spec att , dry distemper confirming to is 427 2013 as per tech spec att , painting brush 4 inch as per tech spec att , self drilling tapping hexagonal head screw sdts with hexagonal head hex head conforming to is 5957 2003 and iso 1478 1999 as per tech spec att , deck sheet of size 3000x975x1.50mm as per tech spec att , ms rack of size 1.22m x 0.61m x 1.65m as per tech spec att , soak pit cover made of 1mm thick ms sheet confirming to is 1079 2017 of size 1.460m x 1.460m as per tech spec , cement base paint conforming to is 5410 2013 reaffirmed 2018 as per tech spec att , jelly filled lightening conductor as per is spec , fire exstinguisher 2 kgs capacity abc-map-90 as per tech spec , bricktrowel conforming to is 6013 2023 of size 305 mm as per tech spec att , drop forged high grade carbon steel brick hammer conforming to is 841 1983 reaffirmed 2021 as per tech spec att , lightweight extruded aluminum alloy straight edge generally conforming to is 2220 1990 reaffirmed 2020 as per tech spec att , plaster trowel confirming to is 6013 2023 as per tech spec att , 400mm diameter mortar pan tasla conforming to is 1079 2017 reaffirmed 2022 as per tech spec att , high tenacity nylon mono filament line 1.2 mm to 1.5mm diameter as per tech spec att , cast iron plumb bobs confiming to is 210 2009 reaffirmed 2020 as per tech spec att , heavy duty metal hand rammers conforming to is 4183 1967 reaffirmed 2001 as per tech spec att , heavy-duty pickaxes kudali 14 cp with chisel and point ends conforming to is 273 1990 reaffirmed 2019 as per tech spec att , shovel square confirming to is 274 part i and ii 1981 reaffirmed 2003 as per tech spec att , single piece hot forged carbon steel powrah conforming to is 1759, srt and ismb, quick setting compound rapidite confirming to is 9103 1999 reaffirmed 2004 as per tech spec att, manufacturing sand confirming to is 383 1970 as per tech spec attached, aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded confirming to is 383 1970 as per tech spec att, aggregate 40mm stone aggregate to be crushed rock or gravel 40mm graded confirming to is 383 1970 as per tech spec att, aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded confirming to is 383 1970 as per tech spec att, common burnt clay building bricks sub class b of size 230x115x75mm conforming to is 1077 2025 as per tech spec att, load bearing concrete pcc soild blocks conforming to is 2185 part 1 2005 reaffirmed 2020 of size 400mm x 200 mm x 200 mm as per spec att, hydrophobic poreblocking ingredients conforming to is 8043 1991 reaffirmed 2014 as per tech spec att, integral water proofing compound conforming to is 2645 2003 reaffirmed 2022 as per tech spec att, mild steel tmt bars 12 mm dia conforming to is 1786 2008 reaffirmed 2018 as per tech spec att, mild steel tmt bars 8 mm dia conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att, ms binding wire conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att, wooden planks 2nd class hard wood 20mm thick 300mm wide 1800 mm long as per tech spec att, ismb size 150 x 75mm weight 15.00 kgs per rm conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att, 5mm thick ms plate of size 250x75 conforming to is 2062 2011 reaffirmed 2021 as per tech spec att, 4 nos x 16mm dia 100mm long foundation bolt confirming to is 5624 2021 as per tech spec att, ppgi sheets 3270 x 1000 x 0.60mm thick ppgi sheet og color conforming to is 277 2018 reaffirmed 2022 as per tech spec att, rectangular hollow section confirming to is 4923 2017 reaffirmed 2023 as per tech spec att, rectangular hollow section rhs confirming to is 4923 2017 reaffirmed 2023 as per tech spec att, ms angle conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att, steel roofing trough of size srt size 1630x613x180mm conforming to is 5986 2021 as per tech spec att, steel roofing trough of size 2000 x 613 x 180mm as per tech spec att, steel roofing trough of size 2438 x 613 x 180mm confroming of is 5986 2011 as per tech spec att, silicone gel sealant neutral cure conforming to is 11433 part 1 1985 reaffirmed 2020 as per tech spec att, hdpe sand bags as per tech spec att, pbs roll self finished tar felt hessian base grade-1 conforming to relevant is 13221993 reaffirmed 2022 as per tech spec att, hdpe sheet conforming to is 10889 2004 reaffirmed 2016 as per tech spec att, prefabricated steel loop hole conforming to is 1038 1983 reaffirmed 2022 of size 600mm x450mm as per tech spec att, prefabricated steel door conforming to is 1038 1983 reaffirmed 2022 of size 900mm x1800mm as per tech spec att, pre fab welded door lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att, pre-fab welded window loop hole lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att, synthetic enamel paint olive green og conforming to is 2932 part 1 2013 reaffirmed 2018 as per tech spec att, red oxide primer conforming to is 2074 2023 as per tech spec att, polyurethane thinner conforming to is 14314 1995 reaffirmed 2017 as per tech spec att, oil bound distemper confirming to is 428 2000 reaffimed 2018 as per tech spec att, dry distemper confirming to is 427 2013 as per tech spec att, painting brush 4 inch as per tech spec att, self drilling tapping hexagonal head screw sdts with hexagonal head hex head conforming to is 5957 2003 and iso 1478 1999 as per tech spec att, deck sheet of size 3000x975x1.50mm as per tech spec att, ms rack of size 1.22m x 0.61m x 1.65m as per tech spec att, soak pit cover made of 1mm thick ms sheet confirming to is 1079 2017 of size 1.460m x 1.460m as per tech spec, cement base paint conforming to is 5410 2013 reaffirmed 2018 as per tech spec att, jelly filled lightening conductor as per is spec, fire exstinguisher 2 kgs capacity abc-map-90 as per tech spec, bricktrowel conforming to is 6013 2023 of size 305 mm as per tech spec att, drop forged high grade carbon steel brick hammer conforming to is 841 1983 reaffirmed 2021 as per tech spec att, lightweight extruded aluminum alloy straight edge generally conforming to is 2220 1990 reaffirmed 2020 as per tech spec att, plaster trowel confirming to is 6013 2023 as per tech spec att, 400mm diameter mortar pan tasla conforming to is 1079 2017 reaffirmed 2022 as per tech spec att, high tenacity nylon mono filament line 1.2 mm to 1.5mm diameter as per tech spec att, cast iron plumb bobs confiming to is 210 2009 reaffirmed 2020 as per tech spec att, heavy duty metal hand rammers conforming to is 4183 1967 reaffirmed 2001 as per tech spec att, heavy-duty pickaxes kudali 14 cp with chisel and point ends conforming to is 273 1990 reaffirmed 2019 as per tech spec att, shovel square confirming to is 274 part i and ii 1981 reaffirmed 2003 as per tech spec att, single piece hot forged carbon steel powrah conforming to is 1759 1986 reaffirmed 2019 as per tech spec att, high quality heavy duty flat painting brush conforming to is 384 2002 reaffirmed 2018 as per tech spec att, non-slip heavy duty industrial rubber gloves conforming to is 6994 part 6 2021 as per tech spec att, aluminium spirit levels 12 inch conforming to is 5706 1993 reaffirmed 2022 as per tech spec att, transparent flexible pvc water leveling tubes in 50 meter as per tech spec att, heavy duty combination cutting pliers conforming to is 3650 1981 reaffirmed 2022as per tech spec att, non metallic fiberglass measuring tape 15 m conforming to is 1269 part 1 1997 reaffirmed 2024 as per tech spec att, heavy duty crow bar 5 feet length conforming to is 704 1984 reaffirmed year 2021 as per tech spec att, trolley mounted earth auger featuring a fuel efficient 4 stroke diesel engine as per tech spec att
Agency / Dept :
indian army
Due Date :
Sep 07, 2026
Tender Value :
1.41Cr
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Rock Crushing. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Rock Crushing sector is massive.

At Tender18, we help businesses cut through the noise and exclusively target the exact work categories they specialize in. Instead of browsing through generic procurement sites, our platform isolates high-potential opportunities that match your specific industry capabilities.

Work Dynamics in the Rock Crushing Sector

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 Rock Crushing, you can build a highly profitable and stable pipeline of government clients.

Stop wasting time filtering through irrelevant notices. Our Rock Crushing 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.

Deep Technical Insights & Documentation For Rock Crushing Tenders

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

  • Detailed Specifications & Drawings: Download the exact engineering guidelines, material testing standards, and quality benchmarks demanded by the buyer for Rock Crushing.
  • Financial BOQ Spreadsheets: Access the official blank pricing formats where you need to input your unit rates, tax configurations, and total bid value.
  • 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 Rock Crushing 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.

Flawless Compliance & Portal Execution For Rock Crushing Tenders

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 Rock Crushing 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 Rock Crushing. 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 Rock Crushing, ensuring maximum search visibility.
  • OEM Dashboard & Assessment: For original manufacturers and creators, we guide you through the mandatory Quality Council of India (QCI) vendor assessments to successfully unlock your official OEM panel.
  • Profile Compliance & Caution Money: We manage your statutory documentation, brand approvals, and caution money limits to keep your account immune from technical suspensions.

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 Rock Crushing, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Rock Crushing?

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 Rock Crushing 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 Rock Crushing?

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 Rock Crushing, 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 Rock Crushing is declared L1 and is generally awarded the contract

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