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169Latest Castable cement Tenders List

Latest Castable cement Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Castable cement 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 Castable cement 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 Castable cement Tender Intelligence & Monitoring

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

We categorize Castable cement 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 Castable cement 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 Castable cement 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 Castable cement Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Castable cement 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 Castable cement Sector in 2026

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

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

Is EMD mandatory for all Castable cement tenders?

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

What is the difference between a Castable cement 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 Castable cement tenders on Tender18?

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


Get Expert Support for Castable cement 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 : 16686333
Location : jagdalpur , chhattisgarh
Source : GEM Tenders
LIVE TENDER
T18 Ref No : 16808634
Location : gurdaspur , punjab
Source : GEM Tenders
LIVE TENDER
tender for drug and consumable hip prosthesis am fenestrated curved stem design ii chromcobatt excel , 41 mm , hip prosthesis am fenestrated curved stem design ii chromcobatt excel , 43 mm , hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 45 mm , hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 47 mm , hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 49 mm , hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 51 mm , cannulated screw, 4.5mm, self tapping short thread 26 mm , cannulated screw, 4.5mm, self tapping short thread 30 mm , cannulated screw, 4.5mm, self tapping short thread 34 mm , cannulated screw, 4.5mm, self tapping short thread 42 mm , cannulated screw, 4.5mm, self tapping short thread 46 mm , cannulated screw, 4.5mm, self tapping short thread 50 mm , cannulated screw, 4.5mm, self tapping short thread 54 mm , cannulated screw, 4.5mm, self tapping short thread 60 mm , cannulated screw, 4.5mm, self tapping short thread 68 mm , cannulated screw, 4.5mm, self tapping short thread 72 mm , cannulated screw, 4.5mm, self tapping or fully threaded 26mm , cannulated screw, 4.5mm, self tapping or fully threaded 30mm , cannulated screw, 4.5mm, self tapping or fully threaded 34mm , cannulated screw, 4.5mm, self tapping or fully threaded 40mm , cannulated screw, 4.5mm, self tapping or fully threaded 42mm , cannulated screw, 4.5mm, washer 10.0mm dia , cortex screw 2.7mm x 6mm , cortex screw 2.7mm x 8mm , cortex screw 2.7mm x 10mm , cortex screw 2.7mm x 12mm , cortex screw 2.7mm x 14mm , cortex screw 2.7mm x 16mm , cortex screw 2.7mm x 18mm , small washers 7mm,2.7mm screws , cortical screws 3.5mm 20 tpi, 10 mm , cortical screws 3.5mm 20 tpi, 12 mm , cortical screws 3.5mm 20 tpi, 14 mm , cortical screws 3.5mm 20 tpi, 16 mm , cortical screws 3.5mm 20 tpi, 18 mm , cortical screws 3.5mm 20 tpi, 20 mm , cortical screws 3.5mm 20 tpi, 22 mm , cortical screws 3.5mm 20 tpi, 24 mm , cortical screws 3.5mm 20 tpi, 26 mm , cortical screws 3.5mm 20 tpi, 28 mm , lc dcp plate small 7 hole , lc dcp plate small 8 hole , supra condylar nail size 10 x 150 mm , sterile disposable u drape with tube holders , olecranon plate left with 4 compatible cortical screws , chlorhexidine hand scrub brush , washer for screw large 13 mm,titanium , cancellous screws small fragment 4.0 mm, partially threaded, thread length 16 mm , minifragment plate 2.7 mm,6 screws,titanium , clavicular hook plate lcp complete , proximal humerus anatomical locking plate complete , proximal femoral anatomical locking plate , proximal tibial lateral periarticular locking plate system , proximal medial tibial locking plate system , anterolateral distal tibial periarticular plate system , distal tibial medial low profile periarticular plating system , antegrade femoral nail system , antibiotic coated femoral nail , mono rail external limb reconstruction system , ilizarov fixator frame complete set for deformity correction tibia, adult , distal radius external fixator system with distractor compression unit , cemented modular bipolar hip prosthesis with colarless polished femoral stem , cast cover leg , cast cover arm , commode chair , cervical pillow large , gel exercise ball - medium , finger cot splint , metatarsal pad, silicon or carbon copolymer , neoprene anklet, size s m l xl , pelvic binder size l xl xxl , hot and cold pack size universal - reusable , finger exerciser with spring , flex finger splint , frog finger splint , protector finger splint , thera band , adjustable resistance tubes , coccyx cushions soft , spring hand exerciser , pcl brace , clavicle brace size s m l , wrist and, hip prosthesis am fenestrated curved stem design ii chromcobatt excel , 41mm, hip prosthesis am fenestrated curved stem design ii chromcobatt excel , 43mm, hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 45mm, hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 47mm, hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 49mm, hip prosthesis am fenestrated curved stem design ii chromcobatt excel, 51mm, cannulated screw,4.5mm, self tapping short thread 26 mm, cannulated screw, 4.5mm, self tapping short thread 30 mm, cannulated screw, 4.5mm, self tapping short thread 34 mm, cannulated screw, 4.5mm, self tapping short thread 42 mm, cannulated screw, 4.5mm, self tapping short thread 46 mm, cannulated screw, 4.5mm, self tapping short thread 50 mm, cannulated screw, 4.5mm, self tapping short thread 54 mm, cannulated screw, 4.5mm, self tapping short thread 60 mm, cannulated screw, 4.5mm, self tapping short thread 68 mm, cannulated screw, 4.5mm, self tapping short thread 72 mm, cannulated screw, 4.5mm, self tapping or fully threaded 26mm, cannulated screw, 4.5mm, self tapping or fully threaded 30mm, cannulated screw, 4.5mm, self tapping or fully threaded 34mm, cannulated screw, 4.5mm, self tapping or fully threaded 40mm, cannulated screw, 4.5mm, self tapping or fully threaded 42mm, cannulated screw, 4.5mm, washer 10.0mm dia, cortex screw 2.7mm x 6mm, cortex screw 2.7mm x 8mm, cortex screw 2.7mm x 10mm, cortex screw 2.7mm x 12mm, cortex screw 2.7mm x 14mm, cortex screw 2.7mm x 16mm, cortex screw 2.7mm x 18mm, small washers 7mm (2.7mm screws), cortical screws 3.5mm 20 tpi, 10 mm, cortical screws 3.5mm 20 tpi, 12 mm, cortical screws 3.5mm 20 tpi, 14 mm, cortical screws 3.5mm 20 tpi, 16 mm, cortical screws 3.5mm 20 tpi, 18 mm, cortical screws 3.5mm 20 tpi, 20 mm, cortical screws 3.5mm 20 tpi, 22 mm, cortical screws 3.5mm 20 tpi, 24 mm, cortical screws 3.5mm 20 tpi, 26 mm, cortical screws 3.5mm 20 tpi, 28 mm, lc dcp plate small 7 hole, lc dcp plate small 8 hole, supra condylar nail size 10 x 150 mm, sterile disposable u drape with tube holders, 80 inch x 124 inch , 4 inch x 44 inch split (usfda approved and compliant with iso 11607-2, iso 11810 1 standards) 10 perc variation in size acceptable, olecranon plate left (6 holes) with 4 compatible cortical screws and 4 compatible locking screws (usfd approved and mri compatible), chlorhexidine hand scrub brush, washer for cannulated cancellous screw large 13 mm (titanium), cancellous screws small fragment 4.0 mm, partially threaded, thread length 16 mm(titanium), minifragment plate 2.7 mm with 6 screws (titanium), clavicular hook plate lcp complete construct with 03 cortical screws and 02 locking screws, left or right side (titanium), proximal humerus anatomical locking plate complete construct with 6 locking and 4 cortical screws (titanium)., proximal femoral anatomical locking plate (right or left)(5 to 12 locking holes in shaft) complete construct with 06 cortical screws and 06 locking screws (titanium), proximal tibial lateral periarticular locking plate system (left or right) complete construct with 04 metaphyseal locking cancellous screws, 02 cortical screws, 03 locking screws. (titanium), proximal medial tibial locking plate system, (left or right), complete construct with 03 locking screws and 03 cortical screws (titanium), anterolateral distal tibial periarticular plate system, (left or right) (5 to 12 locking/combiholes in shaft)complete construct with 06 locking and 03 cortical screws (titanium), distal tibial medial low profile periarticular plating system (left or right) (5 to 12 locking/combiholes in shaft)complete construct with 06 locking screws and 03 cortical screws (titanium), antegrade femoral nail system complete construct (right or left) with 04 locking bolts and 01 end cap (ss), antibiotic coated femoral nail with 4x locking bolts, and 01 end cap (titanium), mono rail external limb reconstruction system (lrs) consisting of following 01 x mono rail 300 mm, 01 x central clamp, 01 x square cd unit 80 mm, 01 x t clamp 01 x swivel clamp, 01 x end clamp, 02 x ha coated conical pins, 04 x conical pins, 04 x schanz pins, 01 x compatible allen key, ilizarov fixator frame complete set for deformity correction tibia, adult, consisting of 10 x160mm carbon fibre half rings,2x 160 mm 5 or 8 carbon fibre rings,1 x 160mm carbon fibre foot frame, 20 x cannulated bolts, 15 x slotted bolts, 25 x 16mm bolts, 50 nuts, 8 x 150mm threaded rods,8x100 mm threaded rods, 8 x 80 mm threaded rods, 4 x universal joints,4 x male hinges,4 x female hinges,4 x rotational translational devices, 4 x graduated telescopic rods 100 mm, 5 x blocks for half pin 1 hole,10 x set screws, 1 x box wrench for nut, 1 x box wrench for bolt stainless steel., distal radius external fixator system with distractor compression unit, 02 x 3.5 mm and 02 x 2mm schanz screws, cemented modular bipolar hip prosthesis with colarless polished femoral stem and compatible bipolar head with highly cross linked polyethylene liner and cobalt chrome femoral head, including centralizer and cement restrictor, cast cover leg(water resistant material, protective sealed cover for cast ), cast cover arm (water resistant material, protective sealed cover for cast ), commode chair ( adult size, firm built metal frame, removable bucket, holding capacity 100 to 150 kg, anti skid, foldable design ), cervical pillow large, gel exercise ball medium, finger cot splint, metatarsal pad, silicon or carbon copolymer, neoprene anklet (size s or m or l or xl), pelvic binder size l or xl or xxl, hot and cold pack size universal reusable, finger exerciser with spring, flex finger splint, frog finger splint, protector finger splint, thera band (latex resistance bands, various sizes and strength levels for physiotherapy exercises), adjustable resistance tubes, coccyx cushions soft, spring hand exerciser, pcl brace, clavicle brace (small or medium or large) (neoprene material), wrist and ankle weight cuff wrap around cuff, fitted with weight suitable for muscle toning and rehabilitation

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T18 Ref No : 16808706
Source : GEM Tenders
LIVE TENDER
tender for aggregate - quarry stone for random rubble masonry of grading between 150mm to 250mm and stone may be of any shape but shall be not less than 15 cm in any direction as per tech spec , quick setting compound conforming to is 9103 of 1999 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 , stone aggregate to be crushed rock or gravel 63mm graded as per tech spec , natural sand conforming to is 383 of 2016 as per tech spec att , ilcb of size 225x112x100mm thick with grade of cement concrete of m50 as per tech spec , precast concrete u drain with size 500mmx300mmx450mm wall thickness 60mm as per tech spec , rcc hume pipe single collar np-03 class as per tech spec , load beafring concrete pcc solid blocks of size 400mmx200mmx200mm as per tech spec , mild steel tmt bars 16 mm dia conforming to relevant is as per tech spec , mild steel tmt bars 10 mm dia conforming to relevant is as per tech spec , mild steel tmt bars 12 mm dia conforming to relevant is as per tech spec , ms binding wire annealed not less than 0.9mm dia confirming to relevant is , nails 3 inch as per tech spec , wooden planks 2nd class hard wood 20mm thick 300mm widde 1800mm long as per tech spec , supply of 500 gsm min non woven needle punched virgin polypropylene geotextile filter as per tech spec , collapsible galvanised double twisted hexagonal shaped steel, mechanically selvedged gabion basket as per tech spec , 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, aggregate, quarry stone for random rubble masonry of grading between 150mm to 250mm and stone may be of any shape but shall be not less than 15 cm in any direction as per tech spec, quick setting compound conforming to is 9103 of 1999 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, stone aggregate to be crushed rock or gravel 63mm graded as per tech spec, natural sand conforming to is 383 of 2016 as per tech spec att, ilcb of size 225x112x100mm thick with grade of cement concrete of m50 as per tech spec, precast concrete u drain with size 500mmx300mmx450mm wall thickness 60mm as per tech spec, rcc hume pipe single collar np-03 class as per tech spec, load beafring concrete pcc solid blocks of size 400mmx200mmx200mm as per tech spec, mild steel tmt bars 16 mm dia conforming to relevant is as per tech spec, mild steel tmt bars 10 mm dia conforming to relevant is as per tech spec, mild steel tmt bars 12 mm dia conforming to relevant is as per tech spec, ms binding wire annealed not less than 0.9mm dia confirming to relevant is, nails 3 inch as per tech spec, wooden planks 2nd class hard wood 20mm thick 300mm widde 1800mm long as per tech spec, supply of 500 gsm min non woven needle punched virgin polypropylene geotextile filter as per tech spec, collapsible galvanised double twisted hexagonal shaped steel, mechanically selvedged gabion basket as per tech spec, 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
T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
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
T18 Ref No : 16933367
Location : kota , rajasthan
Source : GEM Tenders
LIVE TENDER
tender for ord stores - g1 5310-001416 1 wsh spri sc ty b n sz 16 mm , g1 5315-000186 pins cotter steel 5 5 mm x 63 mm , g1 5315-0001073 pins cotter steel2 5mm x 25 mm , g2 9525-000066 wire copper hard 1 00 mm , g2 3439- 000167 flux welding aluminium 110g container , g2 3439-000007 electrodes welding steel armour 3 15 mm , g2 9515-000705 steel sheet carbon hot rolled 2500x1000 , g2 3439-000149 electrode welding high alloy steel 3 15 m , g2 4710-000097 tubing copper round 8mm x wt , g2 3439-000145 electrode welding cast iron 2 50mm , g2 9515-000712 steel sheet carbon hot rolled 2500x1250 , g2 9520-000009 steel angles 45x45x5 mm , h1 5350-000019 abrasive paper glass is grid 30 size of , h1 5350-000024 abrasive paper emery or corundum is grid , h1 8010-000290 oil linseed raw , h1 5350-000026 abrasive paper emery or corundum is grid , h1 5350-000028 abrasive paper emery or corundum is grid , h1 5350-000018 abrasive glass is grid 120 size o , h1 a 8010-000010 paint rfu finishing ammunition air dryi , h1b 6850- 000109 inhictor c vapour barrier water soluble , h1 b 8040-000023 cement for brass allu to rubber joint , h1 b 8040-0000150 adhesive universal , h1 b 5350- 000010 abrasive cloth glass is grit 180 size of , h1 b 6810-000010 acid hydrochloric technical , h1 b 8040-000030 glue ordinary , h1 b 5350-000007 abrasive cloabrasive cloth emery or coru , h1 b 8040-000008 adhesive padding flue mowicol l , h1 b 8040-000151 adhessive well seal , h1 b 5350-000011 abrasive cloth glass id grid 150 size of , h1 b 5350- 000017 abrasive paper glass is grid 150 size o , h1 b 6810-000568 blue laundry , h1 b 8030-000059 chalk french technical , h1 a 5350-000025 abrasive paper emery or corundum is grid , h1 b 6810-000613 alcohol isoproply technical , h4 8135-000095 paper wrapping water proof plain 841 mm , g2 9505-000047 wire stl mild drawn glvd 2 00mm , h1 b 7930-000014 soap laundry , g2 3439-0000015 electrodes welding steel mold general pu, wsh spri sc ty b n sz 16 mm, pins cotter steel 5 5 mm x 63 mm, pins cotter steel2 5mm x 25 mm, wire copper hard 1 00 mm, flux welding aluminium 110g container, electrodes welding steel armour 3 15 mm, steel sheet carbon hot rolled 2500x1000, electrode welding high alloy steel 3 15 m, tubing copper round 8mm x wt, electrode welding cast iron 2 50mm, steel sheet carbon hot rolled 2500x1250, steel angles 45x45x5 mm, abrasive paper glass is grid 30 size of, abrasive paper emery or corundum is grid, oil linseed raw, abrasive glass is grid 120 size o, paint rfu finishing ammunition air dryi, inhictor c vapour barrier water soluble, cement for brass allu to rubber joint, adhesive universal, abrasive cloth glass is grit 180 size of, acid hydrochloric technical, glue ordinary, abrasive cloabrasive cloth emery or coru, adhesive padding flue mowicol l, adhessive well seal, abrasive cloth glass id grid 150 size of, abrasive paper glass is grid 150 size o, blue laundry, chalk french technical, alcohol isoproply technical, paper wrapping water proof plain 841 mm, wire stl mild drawn glvd 2 00mm, soap laundry, electrodes welding steel mold general pu

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T18 Ref No : 16938128
Location : gandhidham , gujarat
Source : GEM Tenders
LIVE TENDER
tender for earthwork excavation and backfilling for cable trenches in all types of soil incl. dressing ramming watering and disposal of surplus soil within 50m lead. as per atc clause 4.2.1 and 7.1. , providing and laying 1 ratio 3 ratio 6 pcc up to plinth using 20mm aggregate incl. material labour tools and plants as per atc clause 4.2.2 and 7.2. , providing laying 1 ratio 2 ratio 4 pcc 40mm agg up to plinth for 28 lighted post footings incl plaster materials labor tools complete as per atc clause 4.2.3 and 7.3 , applying low voc water thinnable cement primer on 28 lighted post footings incl. materials labor tools and plant complete as per atc clause 4.2.4 and 7.4. , two or more coats synthetic enamel painting on 28 lighted post footings with even shade incl. materials labor tools and plants complete per atc clause 4.2.5 and 7.5. , supply installation led garden bollard pole with 15w led luminaire cast iron 0.5m height 230-270v ac 1ph 50hz incl. material labour equipment and transport as per atc 4.2.6, 6.1.1, 7.6. , supply and installation of 1.5 sq.mm x 3c armoured cabled for complete led garden bollard lights wiring. as per atc clause 4.2.7 and 6.1.2 and 7.7 , supply and installation of 60a 3 way bakelite close type connector for ug cable and bollard light connection 35nos. as per atc clause 4.2.8 and 6.1.3 and 7.8 , supply and installation of 1. 5sq.mmx3c pvc insulated and sheathed coper flexible cable. as per atc clause 4.2.9 and 6.1.4 and 7.9 , supply and installation of 10a 2p mcb in pump house for 2 loops. as per atc clause 4.2.10 and 6.1.5 and 7.10 , supply and installation of 4 way mcb distribution board with phase neutral and ground connection. as per atc clause 4.2.11 and 6.1.6 and 7.11 , supply and installation of 25 mm hdpe pipe from pump house to security gate with long bend for laying ug cable on wall and underground. as per atc clause 4.2.12 and 6.1.7 and 7.12 , supply and installation of 25 mm pvc pipe each pipe length of 3 meter along with long bend and socket as per atc clause 4.2.13 and 6.1.8 and 7.13 , supply and installation of digital voltmeter indicator round or square red yellow and blue with container box as per atc clause 4.2.14 , supply and installation of 63a tpn switch fuse unit with encloser on panel board in pump house including removal of existing tpn switch fuse unit. as per atc clause 4.2.15 and 6.1.9 and 7.15 , supply and installation of 100a 415v four pole copper bus box in pump house at deep bhavan. as per atc clause 4.2.16 and 6.1.10 and 7.16 , supply installation testing and commissioning of automatic electromechanical boom barrier 4 to 6m lane with safety features access control integration as per atc 4.2.17 and 6.1.12 and 7.17. , supply and testing of hand held metal detector with lithium battery along with battery charging cable and charger kit. as per atc clause 4.2.18 and 6.1.13 and 7.18 , supply installation testing led sign board deep bhavan in hindi english gujarati 20x15 ft 3 ft letters acp with gi structure red yellow white led incl. all charges as per atc 4.2.19 and 6.1.14 and 7.19. , miscellaneous work as per atc 4.2.20 and 7.20., supply installation testing and commissioning of bollard lights boom barrier metal detector and led neon style sign board at deep bhavan, earthwork excavation and backfilling for cable trenches in all types of soil incl. dressing ramming watering and disposal of surplus soil within 50m lead. as per atc clause 4.2.1 and 7.1., providing and laying 1 ratio 3 ratio 6 pcc up to plinth using 20mm aggregate incl. material labour tools and plants as per atc clause 4.2.2 and 7.2., providing laying 1 ratio 2 ratio 4 pcc 40mm agg up to plinth for 28 lighted post footings incl plaster materials labor tools complete as per atc clause 4.2.3 and 7.3, applying low voc water thinnable cement primer on 28 lighted post footings incl. materials labor tools and plant complete as per atc clause 4.2.4 and 7.4., two or more coats synthetic enamel painting on 28 lighted post footings with even shade incl. materials labor tools and plants complete per atc clause 4.2.5 and 7.5., supply installation led garden bollard pole with 15w led luminaire cast iron 0.5m height 230-270v ac 1ph 50hz incl. material labour equipment and transport as per atc 4.2.6, 6.1.1, 7.6., supply and installation of 1.5 sq.mm x 3c armoured cabled for complete led garden bollard lights wiring. as per atc clause 4.2.7 and 6.1.2 and 7.7, supply and installation of 60a 3 way bakelite close type connector for ug cable and bollard light connection 35nos. as per atc clause 4.2.8 and 6.1.3 and 7.8, supply and installation of 1. 5sq.mmx3c pvc insulated and sheathed coper flexible cable. as per atc clause 4.2.9 and 6.1.4 and 7.9, supply and installation of 10a 2p mcb in pump house for 2 loops. as per atc clause 4.2.10 and 6.1.5 and 7.10, supply and installation of 4 way mcb distribution board with phase neutral and ground connection. as per atc clause 4.2.11 and 6.1.6 and 7.11, supply and installation of 25 mm hdpe pipe from pump house to security gate with long bend for laying ug cable on wall and underground. as per atc clause 4.2.12 and 6.1.7 and 7.12, supply and installation of 25 mm pvc pipe each pipe length of 3 meter along with long bend and socket as per atc clause 4.2.13 and 6.1.8 and 7.13, supply and installation of digital voltmeter indicator round or square red yellow and blue with container box as per atc clause 4.2.14, supply and installation of 63a tpn switch fuse unit with encloser on panel board in pump house including removal of existing tpn switch fuse unit. as per atc clause 4.2.15 and 6.1.9 and 7.15, supply and installation of 100a 415v four pole copper bus box in pump house at deep bhavan. as per atc clause 4.2.16 and 6.1.10 and 7.16, supply installation testing and commissioning of automatic electromechanical boom barrier 4 to 6m lane with safety features access control integration as per atc 4.2.17 and 6.1.12 and 7.17., supply and testing of hand held metal detector with lithium battery along with battery charging cable and charger kit. as per atc clause 4.2.18 and 6.1.13 and 7.18, supply installation testing led sign board deep bhavan in hindi english gujarati 20x15 ft 3 ft letters acp with gi structure red yellow white led incl. all charges as per atc 4.2.19 and 6.1.14 and 7.19., miscellaneous work as per atc 4.2.20 and 7.20.
T18 Ref No : 16499481
Location : bangalore , karnataka
Source : GEM Tenders
LIVE TENDER
tender for removal of existing bituminous concrete layer , removal of existing synthetic astro turf surface , providing and laying bituminous concrete as per fih guidelines , removing and refixing of existing drain cover after relaying of hockey turf , earth work in excavation by mechanical or manual means in trenches or drains , providing and laying in position cement concrete of aggregate 40 mm , providing and laying in position cement concrete of aggregate 20 mm , steel work welded in built up sections or framed work , applying priming coat with ready mixed red oxide zinc chromate primer , painting with synthetic enamel paint , providing and fixing gi chain link fabric fencing of required width , supply and installation of fully computerized automatic and single key operation , supply, installation, testing and commissioning of 500 w led flood lights , supply, installation, testing and commissioning feeder pillar control panel , supply and installation of fih approved synthetic turf of green colour , supply installation testing and commissioning of dug out min 10 seating cap , supply and fixing of aluminium goal post for hockey , vendor to provide fih certification for global category , transportation charges of materials both removal and installation till site, re laying of existing astro turf hockey ground, removal of the existing bituminous concrete layer by milling machine to correct the ground gradient as per latest fih guidelines and removal of unserviceable materials from the site as per direction of tech rep or project officer including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 1, removal of the existing synthetic hockey surface with rubber shock pad and disposal of the old unserviceable synthetic material including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 2, providing and laying bituminous concrete strictly as per fih guidelines under the supervision of turf manufacturer representative or engineer using crushed stone aggregates of specified grading premixed with bituminous binder and filler transporting the hot mix to work site by tippers laying with paver finisher equipped with electronic sensor to the required grade alignment and level by special lazer equipment and rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per the direction of tech rep or project officer 50 mm compacted thickness with bitumen of grade vg 30 at the rate 5 point 5 percent by weight of total mix and lime filler at the rate of 3 percent by weight of aggregate prepared in batch type hot mix plant of 100 to 120 tph capacity please refer to specification attached at appendix a ser no 3, removing of existing drain cover and refixing after relaying of hockey turf including cleaning and minor repair work of drainage system as per direction of tech rep or project officer 12 mm cement plaster of mix 1 ratio 4 with 1 cement ratio 4 fine sand please refer to specification attached at appendix a ser no 4, earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1 point 5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto to 1 point 5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil please refer to specification attached at appendix a ser no 5, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 4 ratio 8 with 1 cement ratio 4 coarse sand ratio 8 graded stone aggregate 40 mm nominal size please refer to specification attached at appendix a ser no 6, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 2 ratio 4 with 1 cement ratio 2 coarse sand ratio 4 graded stone aggregate 20 mm nominal size please refer to specification attached at appendix a ser no 7, steel work welded in built up sections or framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc as required in grating frames guard bar ladder railings brackets gates and similar works please refer to specification attached at appendix a ser no 8, applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron or steel works please refer to specification attached at appendix a ser no 9, painting with synthetic enamel paint of approved brand and manufacture to give an even shade with two or more coats on new work please refer to specification attached at appendix a ser no 10, providing and fixing gi chain link fabric fencing of required width in mesh size 50 mm x 50 mm with height upto 6 m behind the goal posts and 2 point 5 m along the sides including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of tech rep or project officer made of gi wire of dia 4 mm please refer to specification attached at appendix a ser no 11, supply and installation of fully computerized automatic and single key operation with 6 pop up sprinkler system having a radius of 41 m at 6 bar pressure discharge of water specifically designed for synthetic sports hockey surface including all their fittings and accessories including earth work in excavation and re filling hdpe pipe dia 150 or 110 mm class pe 100 grade 12 point 50 kg per sqm minimum including all charges etc complete please refer to specification attached at appendix a ser no 12, supply installation testing and commissioning of 500 watts led flood lights wipro or bajaj or crompton or any equivalent brand with 12 lights x 4 nos on existing poles all as complete as required to fix lights on these poles please refer to specification attached at appendix a ser no 13, supply installation testing and commissioning of feeder pillar time control panel 3 ph with 16 amps mcb and amp power contactor installation of 12 light fixtures interlink connection cable for lights up to control panel please refer to specification attached at appendix a ser no 14, supply and installation of fih approved global category synthetic turf of pile height 13 mm alongwith cast in situ shock pad of minimum 15 mm thickness on prepared bituminous surface maintaining international hockey federation fih specification including all marking on the surface complete as per the instruction of tech rep or project officer the work shall be executed by an fih certified field builder and colour of the turf will be green please refer to specification attached at appendix a ser no 15, supply installation testing and commissioning of dug out with minimum 10 seating capacity of ss 304 and covering with polycarbonate sheets of approved shade with special turf wheels for movements etc as per directions of tech rep or project officer please refer to specification attached at appendix a ser no 16, supplying and fixing of aluminium goal post for hockey as per drawing design and specifications approved by fih including all fittings and net etc all complete as per direction of the tech rep or project officer please refer to specification attached at appendix a ser no 17, vendor to provide fih certification for global category for the project after completion of all wks please refer to specification attached at appendix a ser no 18 payment will be released after confirmation is received from fih certification authority, transportation charges of materials till site for deliveries and removal of debris from site out side the cantt premises please refer to specification attached at appendix a ser no 19
T18 Ref No : 16742570
Source : GEM Tenders
LIVE TENDER
tender for tech spec att , rectangular hollow section confirming to is 4923 2017 reaffirmed 2023 as per tech spec att , rectangular hollow section rhs confirming to is 4923 2017 reaffirmed 2023 as per tech spec att , ms angle conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att , steel roofing trough of size srt size 1630x613x180mm conforming to is 5986 2021 as per tech spec att , steel roofing trough of size 2000 x 613 x 180mm as per tech spec att , steel roofing trough of size 2438 x 613 x 180mm confroming of is 5986 2011 as per tech spec att , silicone gel sealant neutral cure conforming to is 11433 part 1 1985 reaffirmed 2020 as per tech spec att , hdpe sand bags as per tech spec att , pbs roll self finished tar felt hessian base grade-1 conforming to relevant is 1322 1993 reaffirmed 2022 as per tech spec att , hdpe sheet conforming to is 10889 2004 reaffirmed 2016 as per tech spec att , prefabricated steel loop hole conforming to is 1038 1983 reaffirmed 2022 of size 600mm x450mm as per tech spec att , prefabricated steel door conforming to is 1038 1983 reaffirmed 2022 of size 900mm x1800mm as per tech spec att , pre fab welded door lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att , pre-fab welded window loop hole lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs perrm conforming to is 808 2021 as per tech spec att , synthetic enamel paint olive green conforming to is 2932 part 1 2013 reaffirmed 2018 as per tech spec att , red oxide primer conforming to is 2074 2023 as per tech spec att , polyurethane thinner conforming to is 14314 1995 reaffirmed 2017 as per tech spec att , oil bound distemper confirming to is 428 2000 reaffimed 2018 as per tech spec att , dry distemper confirming to is 427 2013 as per tech spec att , painting brush 4 inch as per tech spec att , self drilling tapping hexagonal head screw sdts with hexagonal head hex head conforming to is 5957 2003 and iso 1478 1999 as per tech spec att , deck sheet of size 3000x975x1.50mm as per tech spec att , ms rack of size 1.22m x 0.61m x 1.65m as per tech spec att , soak pit cover made of 1mm thick ms sheet confirming to is 1079 2017 of size 1.460m x 1.460m as per tech spec , cement base paint conforming to is 5410 2013 reaffirmed 2018 as per tech spec att , jelly filled lightening conductor as per is spec , fire exstinguisher 2 kgs capacity abc-map-90 as per tech spec , bricktrowel conforming to is 6013 2023 of size 305 mm as per tech spec att , drop forged high grade carbon steel brick hammer conforming to is 841 1983 reaffirmed 2021 as per tech spec att , lightweight extruded aluminum alloy straight edge generally conforming to is 2220 1990 reaffirmed 2020 as per tech spec att , plaster trowel confirming to is 6013 2023 as per tech spec att , 400mm diameter mortar pan tasla conforming to is 1079 2017 reaffirmed 2022 as per tech spec att , high tenacity nylon mono filament line 1.2 mm to 1.5mm diameter as per tech spec att , cast iron plumb bobs confiming to is 210 2009 reaffirmed 2020 as per tech spec att , heavy duty metal hand rammers conforming to is 4183 1967 reaffirmed 2001 as per tech spec att , heavy-duty pickaxes kudali 14 cp with chisel and point ends conforming to is 273 1990 reaffirmed 2019 as per tech spec att , shovel square confirming to is 274 part i and ii 1981 reaffirmed 2003 as per tech spec att , single piece hot forged carbon steel powrah conforming to is 1759, srt and ismb, quick setting compound rapidite confirming to is 9103 1999 reaffirmed 2004 as per tech spec att, manufacturing sand confirming to is 383 1970 as per tech spec attached, aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded confirming to is 383 1970 as per tech spec att, aggregate 40mm stone aggregate to be crushed rock or gravel 40mm graded confirming to is 383 1970 as per tech spec att, aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded confirming to is 383 1970 as per tech spec att, common burnt clay building bricks sub class b of size 230x115x75mm conforming to is 1077 2025 as per tech spec att, load bearing concrete pcc soild blocks conforming to is 2185 part 1 2005 reaffirmed 2020 of size 400mm x 200 mm x 200 mm as per spec att, hydrophobic poreblocking ingredients conforming to is 8043 1991 reaffirmed 2014 as per tech spec att, integral water proofing compound conforming to is 2645 2003 reaffirmed 2022 as per tech spec att, mild steel tmt bars 12 mm dia conforming to is 1786 2008 reaffirmed 2018 as per tech spec att, mild steel tmt bars 8 mm dia conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att, ms binding wire conforming to relevant is 1786 2008 reaffirmed 2018 as per tech spec att, wooden planks 2nd class hard wood 20mm thick 300mm wide 1800 mm long as per tech spec att, ismb size 150 x 75mm weight 15.00 kgs per rm conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att, 5mm thick ms plate of size 250x75 conforming to is 2062 2011 reaffirmed 2021 as per tech spec att, 4 nos x 16mm dia 100mm long foundation bolt confirming to is 5624 2021 as per tech spec att, ppgi sheets 3270 x 1000 x 0.60mm thick ppgi sheet og color conforming to is 277 2018 reaffirmed 2022 as per tech spec att, rectangular hollow section confirming to is 4923 2017 reaffirmed 2023 as per tech spec att, rectangular hollow section rhs confirming to is 4923 2017 reaffirmed 2023 as per tech spec att, ms angle conforming to is 808 2021 and is 2062 2011 reaffirmed 2021 as per tech spec att, steel roofing trough of size srt size 1630x613x180mm conforming to is 5986 2021 as per tech spec att, steel roofing trough of size 2000 x 613 x 180mm as per tech spec att, steel roofing trough of size 2438 x 613 x 180mm confroming of is 5986 2011 as per tech spec att, silicone gel sealant neutral cure conforming to is 11433 part 1 1985 reaffirmed 2020 as per tech spec att, hdpe sand bags as per tech spec att, pbs roll self finished tar felt hessian base grade-1 conforming to relevant is 13221993 reaffirmed 2022 as per tech spec att, hdpe sheet conforming to is 10889 2004 reaffirmed 2016 as per tech spec att, prefabricated steel loop hole conforming to is 1038 1983 reaffirmed 2022 of size 600mm x450mm as per tech spec att, prefabricated steel door conforming to is 1038 1983 reaffirmed 2022 of size 900mm x1800mm as per tech spec att, pre fab welded door lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att, pre-fab welded window loop hole lintel made out of 02 nos ismc 200 x 75mm weight 22.30 kgs per rm conforming to is 808 2021 as per tech spec att, synthetic enamel paint olive green og conforming to is 2932 part 1 2013 reaffirmed 2018 as per tech spec att, red oxide primer conforming to is 2074 2023 as per tech spec att, polyurethane thinner conforming to is 14314 1995 reaffirmed 2017 as per tech spec att, oil bound distemper confirming to is 428 2000 reaffimed 2018 as per tech spec att, dry distemper confirming to is 427 2013 as per tech spec att, painting brush 4 inch as per tech spec att, self drilling tapping hexagonal head screw sdts with hexagonal head hex head conforming to is 5957 2003 and iso 1478 1999 as per tech spec att, deck sheet of size 3000x975x1.50mm as per tech spec att, ms rack of size 1.22m x 0.61m x 1.65m as per tech spec att, soak pit cover made of 1mm thick ms sheet confirming to is 1079 2017 of size 1.460m x 1.460m as per tech spec, cement base paint conforming to is 5410 2013 reaffirmed 2018 as per tech spec att, jelly filled lightening conductor as per is spec, fire exstinguisher 2 kgs capacity abc-map-90 as per tech spec, bricktrowel conforming to is 6013 2023 of size 305 mm as per tech spec att, drop forged high grade carbon steel brick hammer conforming to is 841 1983 reaffirmed 2021 as per tech spec att, lightweight extruded aluminum alloy straight edge generally conforming to is 2220 1990 reaffirmed 2020 as per tech spec att, plaster trowel confirming to is 6013 2023 as per tech spec att, 400mm diameter mortar pan tasla conforming to is 1079 2017 reaffirmed 2022 as per tech spec att, high tenacity nylon mono filament line 1.2 mm to 1.5mm diameter as per tech spec att, cast iron plumb bobs confiming to is 210 2009 reaffirmed 2020 as per tech spec att, heavy duty metal hand rammers conforming to is 4183 1967 reaffirmed 2001 as per tech spec att, heavy-duty pickaxes kudali 14 cp with chisel and point ends conforming to is 273 1990 reaffirmed 2019 as per tech spec att, shovel square confirming to is 274 part i and ii 1981 reaffirmed 2003 as per tech spec att, single piece hot forged carbon steel powrah conforming to is 1759 1986 reaffirmed 2019 as per tech spec att, high quality heavy duty flat painting brush conforming to is 384 2002 reaffirmed 2018 as per tech spec att, non-slip heavy duty industrial rubber gloves conforming to is 6994 part 6 2021 as per tech spec att, aluminium spirit levels 12 inch conforming to is 5706 1993 reaffirmed 2022 as per tech spec att, transparent flexible pvc water leveling tubes in 50 meter as per tech spec att, heavy duty combination cutting pliers conforming to is 3650 1981 reaffirmed 2022as per tech spec att, non metallic fiberglass measuring tape 15 m conforming to is 1269 part 1 1997 reaffirmed 2024 as per tech spec att, heavy duty crow bar 5 feet length conforming to is 704 1984 reaffirmed year 2021 as per tech spec att, trolley mounted earth auger featuring a fuel efficient 4 stroke diesel engine as per tech spec att

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Every year, central and state government departments release thousands of high-value contracts specifically dedicated to Castable Cement. Whether it involves bulk material supply, executing specialized operational services, or end-to-end turnkey project execution, the demand for capable vendors in the Castable Cement 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 Castable Cement 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 Castable Cement, you can build a highly profitable and stable pipeline of government clients.

Stop wasting time filtering through irrelevant notices. Our Castable Cement 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 Castable Cement 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 Castable Cement.
  • 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 Castable Cement 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 Castable Cement 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 Castable Cement 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 Castable Cement. 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 Castable Cement, 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 Castable Cement, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Castable Cement?

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 Castable Cement 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 Castable Cement?

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 Castable Cement, 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 Castable Cement is declared L1 and is generally awarded the contract