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21Latest Aggregate crushing machine Tenders List

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

Finding the right Aggregate crushing machine tenders in India’s competitive e-procurement ecosystem requires more than just access—it demands accurate data, real-time monitoring, and expert analysis.

At Tender18 Infotech Private Limited, we bring deep industry experience in government procurement to help businesses identify, evaluate, and win Aggregate crushing machine tenders efficiently. With a centralized platform aggregating 1100+ live tenders, we provide a single, trusted source for opportunities from central, state, and PSU departments.


Real-Time Aggregate crushing machine Tender Intelligence & Monitoring

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

We categorize Aggregate crushing machine tenders into:

  • Supply Tenders – BOQs and specifications sourced from GeM and PSUs
  • Service Tenders – NITs and scope of work from CPPP and state portals
  • EPC Projects – Large-scale infrastructure tenders with financial and design data

✔ This structured approach ensures complete transparency and deeper bid analysis before submission.


Comprehensive Sources of Aggregate crushing machine Tenders

Tender18 acts as a centralized gateway by aggregating tenders from trusted and official sources:

  • Central Government Portals – CPPP, NIC, and Government e-Marketplace (GeM)
  • Railways & Transport – IREPS and Metro Rail projects
  • Power & Energy PSUs – NTPC, ONGC, NHPC, PowerGrid
  • Defense & Strategic Sectors – MES and DRDO tenders
  • State e-Procurement Portals – Gujarat, Maharashtra, Tamil Nadu, UP, and more

✔ Every listing is verified and regularly updated to maintain data accuracy and trust.


Step-by-Step Guide to Participate in Aggregate crushing machine Tenders

1. Eligibility & Prequalification

Before bidding, ensure compliance with:

  • Financial turnover requirements (30–50% of tender value)
  • Past experience (2–3 similar projects)
  • Valid solvency certificate

2. Mandatory Documentation Checklist

Prepare the following to avoid disqualification:

  • Digital Signature Certificate (Class 3 DSC)
  • GST, PAN, MSME/Udyam registration
  • EMD (Earnest Money Deposit) or exemption proof
  • Technical bid with execution methodology

3. BOQ Analysis & Financial Bidding

The BOQ (Bill of Quantities) is the most critical component:

  • Analyze item-wise pricing
  • Ensure competitive yet sustainable quotes
  • Avoid underbidding risks (L1 pressure)

✔ Expert analysis can significantly improve your bid success ratio.


Why Tender18 is a Trusted Platform for Aggregate crushing machine Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Aggregate crushing machine tenders are sourced from official portals and cross-checked for accuracy.

✔ Advanced Filtering Tools

Filter tenders by value, EMD, location, and category for precise targeting.

✔ Corrigendum & Update Tracking

Get instant alerts on deadline changes and specification updates.

✔ Historical Data Insights

Analyze past tender results to understand pricing trends and competition.

✔ End-to-End Bidding Support

From discovery to submission, including GeM onboarding and strategy.


Growth of Aggregate crushing machine Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Aggregate crushing machine sector has seen significant growth in e-tendering opportunities.

The rise of GeM-based procurement models like:

  • L1 Purchase
  • Direct Procurement
  • MSME-friendly policies

…has made it easier for startups and SMEs to participate and win contracts


Frequently Asked Questions (SEO Optimized)

How can I get daily Aggregate crushing machine tender alerts?

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

Is EMD mandatory for all Aggregate crushing machine tenders?

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

What is the difference between a Aggregate crushing machine work tender and supply tender?

A supply tender involves delivering goods, while a work tender includes execution, labor, and project completion.

Can I access private Aggregate crushing machine tenders on Tender18?

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


Get Expert Support for Aggregate crushing machine 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
NEW 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 (10 days left)
Tender Value :
77.55L
View Documents
T18 Ref No : 16835963
Location : jammu , jammu & kashmir
Source : GEM Tenders
tender for supply installation testing and commessioning of fol storage tank , dispensing pump , battery 12 v 12 ah , cement of 43 grade , river , crushed stone aggregate 40mm , hardcore 40 to 63mm , machine pressed precast concrete interlocking paver block, fol storage tank, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 1, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 2, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 3, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 4, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 5, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 6, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 7, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 8
Agency / Dept :
indian army
Due Date :
Aug 29, 2026
Tender Value :
Refer Document
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 : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026
Tender Value :
172Cr
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T18 Ref No : 17016320
Location : jammu , jammu & kashmir
Source : GEM Tenders
corrigendum tender for supply installation testing and commessioning of fol storage tank , dispensing pump , battery 12 v 12 ah , cement of 43 grade , river , crushed stone aggregate 40mm , hardcore 40 to 63mm , machine pressed precast concrete interlocking paver block, fol storage tank, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 1, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 2, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 3, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 4, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 5, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 6, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 7, description along with complete specification and quantity of the item is uploaded in item specification document attached at s no 8
Agency / Dept :
indian army
Due Date :
Sep 01, 2026
Tender Value :
Refer Document
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T18 Ref No : 16687064
Location : kinnaur , himachal pradesh
Source : GEM Tenders
tender for cement bags 50 kgs , sand coarse , crushed stone aggregate 20mm , tmt steel bar 8 mm , tmt steel bar 10 mm , tmt steel bar 12 mm , tmt steel bar 16 mm , app based polymeric membrane , scantling 3 inch x 3 inch seasoned first class hard wood 2 point 30 mtr , 75mm dia pvc pipe , shuttering plywood 12mm , binding wire 20 gauge 0 point 9mm , nails 2 inch , nails 3 inch , nails 4 inch , water proofing compound , quick setting compound , bitumen , 10mm thick ms plate , shredded rubber 150 mm , 25mm thick ballestic panel , lime , primer for synthetic paint , synthetic enamel paint light brown shade , synthetic enamel paint medium brown shade , synthetic enamel paint dark brown shade , anti rust paint , paint brush , welding rod 3 point 6mm , ms door of size 1200 x 2100mm , pvc door , geotextile , lightening conductor , rifle racks , fire extinguisher , oxygen cylinder kit with trolley , tarpaulin , sleeping bed , mattress , aluminium cable for welding machine 2 core 10 sqmm , portable 2 point 5 kva solar system , led tube light fiting , swich socket 5 amp , switch socket combination 5 by15 amp , pvc switch board 8 inch x 10 inch , pvc switch board 6 inch x 4 inch , pvc casing and capping of size 25 mm , pvc casing capping tee bend , pvc casing capping l bend , pvc square box 4 inch x 4 inch , elect wire single core copper conductor 1 point 5 sqmm , elect wire single core copper conductor 2 point 5 sqmm , elect wire two core 6 sqmm , mcb box 6 way spn , mcb 10 to 32 amp sp , change over switch 63 amp 3 phase four pole , tape insulation half inch x 15 mtr , ceiling rose , inline or mix flow exhaust fan with all fittings and ducting items , stainless steel iwc wash down water closet pan , stainless steel wash hand basin , angle valve 15mm , bib cock 15mm , pillar cock 15mm , stop cock 15mm , stainless steel grating with hole 75mm , stainless steel grating without hole 75mm , floor trap 75mm , pvc pipe 75mm , pvc pipe 110mm , pvc p trap 110mm dia , pvc connection 600mm , pvc short connection pipe 110mm , pvc bend with oval access door 110mm , pvc plain bend 110mm dia , pvc t 110mm dia , pvc socket 110mm dia , pvc socket 75mm , pvc bend 75mm , ppr pipe 32mm , ppr pipe 20mm , puf insulated frp water tank capacity 1000 ltrs , ppr gate valve of 32mm , ppr elbow 20mm , ppr tank connector inner dia 32mm , ppr reducer 32 x 20mm , ppr tee reducer 32 x 20mm , ppr elbow 32mm , ppr socket 32mm , ppr union 32mm , ppr tee 32mm , ppr tee 20mm , ppr socket 20mm , ppr union inner dia 20mm , ppr wall clamp dia 25mm , ppr wall clamp dia 15mm , ppr brass elbow 20mm , ppr brass socket 20mm , ppr brass fta 20mm , ppr brass mta 20mm , ss nipple 15mm x 25 mm , ppr tee brass 20mm , readymade septic tank for toilet 2000 ltr , taflon tape , cut off machine 14 inch , esab arc 200i , durmut 5 kg , hand gloves rubber best quality , pan motor 18 inch , phawrah with handle , measuring tape 03 mtr , wiremess for seiving sand 01 mtr , axes picks 03 kg head with handle , crow bar hexagonal 1200mm long x 40mm , gumboot various size , spirit level 10 inch , nylon mason thread 100 mtr , plumbob steel with lasing , water level pipe , hammer 10 kg with handle , tmt bar bending frame , tmt rod bending handle , wooden gurmala of size 8 inch x 4 inch , aluminium study of size 3 inch x 2 inch and 6 feet , steel gurmala of size 8 inch x 4 inch , steel bucket 15 ltr capacity , iron cutter blade 14 inch , iron cutter, 13 x ug harden living shelter, store list items to be supplied as per technical specifications mentioned in pdf document, electric items to be supplied as per technical specifications mentioned in pdf document, ppr items to be supplied as per technical specifications mentioned in pdf document
Agency / Dept :
armed forces tribunal AFT
Due Date :
Aug 21, 2026
Tender Value :
Refer Document
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T18 Ref No : 16687069
Location : kinnaur , himachal pradesh
Source : GEM Tenders
tender for cement bags 50 kgs , sand coarse , crushed stone aggregate 20mm , tmt steel bar 8 mm , tmt steel bar 10 mm , tmt steel bar 12 mm , tmt steel bar 16 mm , app based polymeric membrane , scantling 3 inch x 3 inch seasoned first class hard wood 2 point 30 mtr , 75mm dia pvc pipe , shuttering plywood 12mm , binding wire 20 gauge 0 point 9mm , nails 2 inch , nails 3 inch , nails 4 inch , water proofing compound , quick setting compound , bitumen , 10mm thick ms plate , shredded rubber 150 mm , 25mm thick ballestic panel , lime , primer for synthetic paint , synthetic enamel paint light brown shade , synthetic enamel paint medium brown shade , synthetic enamel paint dark brown shade , anti rust paint , paint brush , welding rod 3 point 6mm , ms door of size 1200 x 2100mm , pvc door , geotextile , lightening conductor , rifle racks , fire extinguisher , oxygen cylinder kit with trolley , tarpaulin , sleeping bed , mattress , aluminium cable for welding machine 2 core 10 sqmm , portable 2 point 5 kva solar system , led tube light fiting , swich socket 5 amp , switch socket combination 5 by15 amp , pvc switch board 8 inch x 10 inch , pvc switch board 6 inch x 4 inch , pvc casing and capping of size 25 mm , pvc casing capping tee bend , pvc casing capping l bend , pvc square box 4 inch x 4 inch , elect wire single core copper conductor 1 point 5 sqmm , elect wire single core copper conductor 2 point 5 sqmm , elect wire two core 6 sqmm , mcb box 6 way spn , mcb 10 to 32 amp sp , change over switch 63 amp 3 phase four pole , tape insulation half inch x 15 mtr , ceiling rose , inline or mix flow exhaust fan with all fittings and ducting items , stainless steel iwc wash down water closet pan , stainless steel wash hand basin , angle valve 15mm , bib cock 15mm , pillar cock 15mm , stop cock 15mm , stainless steel grating with hole 75mm , stainless steel grating without hole 75mm , floor trap 75mm , pvc pipe 75mm , pvc pipe 110mm , pvc p trap 110mm dia , pvc connection 600mm , pvc short connection pipe 110mm , pvc bend with oval access door 110mm , pvc plain bend 110mm dia , pvc t 110mm dia , pvc socket 110mm dia , pvc socket 75mm , pvc bend 75mm , ppr pipe 32mm , ppr pipe 20mm , puf insulated frp water tank capacity 1000 ltrs , ppr gate valve of 32mm , ppr elbow 20mm , ppr tank connector inner dia 32mm , ppr reducer 32 x 20mm , ppr tee reducer 32 x 20mm , ppr elbow 32mm , ppr socket 32mm , ppr union 32mm , ppr tee 32mm , ppr tee 20mm , ppr socket 20mm , ppr union inner dia 20mm , ppr wall clamp dia 25mm , ppr wall clamp dia 15mm , ppr brass elbow 20mm , ppr brass socket 20mm , ppr brass fta 20mm , ppr brass mta 20mm , ss nipple 15mm x 25 mm , ppr tee brass 20mm , readymade septic tank for toilet 2000 ltr , taflon tape , cut off machine 14 inch , esab arc 200i , durmut 5 kg , hand gloves rubber best quality , pan motor 18 inch , phawrah with handle , measuring tape 03 mtr , wiremess for seiving sand 01 mtr , axes picks 03 kg head with handle , crow bar hexagonal 1200mm long x 40mm , gumboot various size , spirit level 10 inch , nylon mason thread 100 mtr , plumbob steel with lasing , water level pipe , hammer 10 kg with handle , tmt bar bending frame , tmt rod bending handle , wooden gurmala of size 8 inch x 4 inch , aluminium study of size 3 inch x 2 inch and 6 feet , steel gurmala of size 8 inch x 4 inch , steel bucket 15 ltr capacity , iron cutter blade 14 inch , iron cutter, 23 x ug harden living shelter, store list items to be supplied as per technical specifications mentioned in pdf document, electric items to be supplied as per technical specifications mentioned in pdf document, ppr items to be supplied as per technical specifications mentioned in pdf document
Agency / Dept :
armed forces tribunal AFT
Due Date :
Aug 21, 2026
Tender Value :
Refer Document
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T18 Ref No : 16665861
Location : dimapur , nagaland
Source : GEM Tenders
tender for 16 mtr high mast pole , 200w high mast flood light , electrical panel , aviation light , cable 10 sqmm , cement , aggregate 200 mm , sand , flood light 120 w , electric cable 3 core copper wires , installation and making charges, provision of high mast light for sports ground at ngarumphung vill kangpokpi distt manipur, 16 mtr high polygonal hot dip galvanized hdg steel high mast complete with head frame, lantern carriage, stainless steel wire rope, double drum winch, foundation bolts, all accessories, suitable for 5 nos. flood lights. galvanization minimum 80 microns conforming to is 2062, is 4759 and is 2629., 200w led flood light, minimum efficacy 130 lmw, input voltage 140 to 270v ac, ip66 protection, die cast aluminium housing, surge protection minimum 10 kv, cri greater than or equal to 70, cct 5700k, minimum life 50,000 burning hours, bis approved., outdoor floor oblique wall mounted weatherproof control panel ip65, powder coated crca enclosure complete with mccb, mcb, contactor, timer, selector switch, indication lamps, neutral and earth bus bar, suitable for high mast lighting system., led aviation obstruction light, red colour, ip65, automatic dusk to dawn operation, suitable for 16 m high mast installation., 2 core x 10 sq.mm xlpe insulated pvc sheathed armored aluminium oblique copper cable, 1.1 kv grade conforming to is 7098, complete with laying and termination., opc 53 grade oblique ppc cement conforming to is 12269 obluique is 1489 for rcc foundation work., machine crushed hard stone aggregate of 20 mm nominal size conforming to is 383 for rcc work., clean coarse river sand zone ii conforming to is 383, free from silt and organic impurities., 120w led flood light, ip66, efficacy minimum 130 lmw, die-cast aluminium housing, surge protection 10 kv, minimum life 50,000 hours., 3 core pvc insulated frls copper cable, 1.1 kv grade, isi marked, complete with laying and termination., complete erection of high mast including excavation, rcc foundation, grouting, installation of flood lights, wiring, cable termination, earthing, testing, commissioning and handing over complete in all respects.
Agency / Dept :
indian army
Due Date :
Aug 13, 2026
Tender Value :
Refer Document
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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
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T18 Ref No : 16919776
Location : rupnagar , punjab
Source : GEM Tenders
tender for vicat apparatus , cube mould 1 , cube mould 2 , vibrating machine for cement cube , compression testing machine , thickness gauge , length gauge , thermostatically controlled oven , platform weighing machine , digital weighing balance , bulk density apparatus , a set of sieves 200mm brass , a set of sieve 300 mm gi sieves , slump test apparatus is 7320 , compaction factor apparatus , rebound hammer test , ultrasonic pulse velocity apparatus , water bath , blaine air permeability apparatus , le chatelier soundness apparatus , wire basket , vee bee apparatus , concrete mixer , sieve shaker , beam mould , cylindrical mould , needle vibrator , riffle sampler , table vibrator , trowel 100 to 150 mm length , trowel 60 mm length , standard spatula , pan , tamping rod , california bearing ratio test apparatus , ductility testing machine , aggregate impact tester , los angeles abrasion testing machine , standard penetrometer , ring and ball apparatus , water bath thermostatically controlled , aggregate crushing test apparatus , trowel 100 to150 mm length , auto level , abney level 225mm , dumpy level with stand gun metal and brass , ceylon ghat tracer , pentagraph , hand level 125 mm , fibre tape freeman , metric chain 30m 8 swg , leveling staff , line ranger , offset rod divided into parts each 0point2 m length , optical square , plane table complete set , prismatic compass , prism square , tangent clinometer , ranging rod 4m , planimeter , binoculars , electronic theodolite with all accessories in box , auger , standard penetration test equipment complete in all respect , extraction of disturbed and undisturbed samples , field density measurement core cutter method is 2720 , casagrandes appartus liquid limit and plastic limit determination , a set of sieves 200mm brass made , mechanical analysis set of sieves gi , laboratory compaction tests standard proctor test is 2720 , modified proctor test , electronic balance 10kg capacity , determination of unconfined compression test , direct shear test on sandy soil samples is 2720 , vane shear test on cohesive soils is2720 , permeability test apparatus is 2720 , rapid moisture meter , sieve shaker with electricmotor , cone penetrometer liquid limit , sand replacement apparatus , pycnometer , youngs medulus aparatus , deflection of beam apparatus , microprocessor water analysis kit , do meter , bod incubator , tds meter , laboratory hot air oven , water bath with digital controller , model of bricklayers scaffolding size is about 50 into 20 into 40 cm , carpentry joints , model of centering of arch model , model of corner window lintel , model of grillage foundation , model of joints of trusses , model of king post truss , model of bricks , model of partition wall , model of stair cases , model of piles of different types , model of queen post truss , plate girder bridge , model of an aqueduct , syphon aqueduct , masonry erection tools, procurement of civil engineering laboratory machinery equipments and items, as per atc
Agency / Dept :
department of technical education and industrial training
Due Date :
Sep 09, 2026
Tender Value :
20.65L
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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Aggregate Crushing Machine. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Aggregate Crushing Machine 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 Aggregate Crushing Machine 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 Aggregate Crushing Machine, you can build a highly profitable and stable pipeline of government clients.

Stop wasting time filtering through irrelevant notices. Our Aggregate Crushing Machine 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 Aggregate Crushing Machine 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 Aggregate Crushing Machine.
  • 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 Aggregate Crushing Machine 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 Aggregate Crushing Machine 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 Aggregate Crushing Machine 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 Aggregate Crushing Machine. 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 Aggregate Crushing Machine, 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 Aggregate Crushing Machine, maximizing your chances of securing L1 status.

1.

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

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 Aggregate Crushing Machine 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 Aggregate Crushing Machine?

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 Aggregate Crushing Machine, 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 Aggregate Crushing Machine is declared L1 and is generally awarded the contract

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