Renovation/Making of RCC Siltation Pond for TS-2 of CHP at Jayant Project
Northern Coalfields Limited · Jayant, Madhya Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹98.2L
- EMD: ₹1.2L
- Published: 29 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 30 Oct 2026 04:25 UTC
- Ministry: Ministry of Coal
- Department: Civil Engineering Department
- Office: Jayant Project
Description
Northern Coalfields Limited invites online two-part bids for renovation/making of an RCC siltation pond for TS-2 of CHP at Jayant Project. The estimated cost is Rs. 98,17,648.62, the EMD is Rs. 1,22,800, and the completion period is 120 days. Bids close on 16 November 2026 at 17:00 IST.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Similar work experience details and supporting work orders/completion certificates, Financial turnover certificate with UDIN issued by a practicing Chartered Accountant, Annual turnover details for the last three financial years, Chartered Accountant name and membership number, Digital Signature Certificate
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (15)
- 2 — Qty: 3 4
- Earth work in excavation in all kind of soil/ silt by mechanical means (hydraulic excavaror)/ manual means including dozering, trasnportation, unloading at designated place, levelling and dressing of dump sites all inclusive as per instructions of EIC. with all lifts (for all project of NCL) LEAD UPTO 5KM — Qty: 2582 CUM
- Extra rate for quantities of earthwork/ silt/ OB/ rock in or under water and or liquid mud, including pumping out water as required in all lifts. — Qty: 2582 CUM
- Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification — Qty: 291.6 CUM
- Granular Sub-base with Well Graded Material (CBR>30 or more)(Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. — Qty: 89.1 CUM
- Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. — Qty: 42.12 CUM
- Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc — Qty: 121.5 CUM
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size — Qty: 99.2 CUM
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) — Qty: 226.32 CUM
- Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size — Qty: 106.92 cum
- Centering and shuttering including strutting, propping etc. and removalof form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 122.2 SQM
- Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 703.2 SQM
- Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m — Qty: 708.75 CUM
- Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level:cold twisted bars — Qty: 36656.4 kg
- Providing and laying reinforced cement concrete pipe 300mm dia NP-4 for service ducts below concrete pavement — Qty: 20 Meter
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