Construction of box culverts across the service road for drainage at Jagannathpur OCP of Bhatgaon Area
South Eastern Coalfields Limited · Bhatgaon, Chhattisgarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹71.0L
- EMD: ₹89K
- Published: 31 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 12:45 UTC
- Office: Bhatgaon Area
Description
Construction of RCC box culverts across the service road for proper drainage of weighbridge sludge and water at Jagannathpur OCP, Bhatgaon Area. The work includes excavation, concrete and RCC works, shuttering, reinforcement, sub-base and pavement works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Evaluation: L1
- Make in India (MII): No
- MSE preference: No
Line items (18)
- 2 — Qty: 3 4
- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — Qty: 623.04 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) — Qty: 44.04 Sqm
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) — Qty: 50.025 Sqm
- 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: 128.88 Cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). — Qty: 76.8 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 30.6 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 51 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. — Qty: 687.06 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. — Qty: 192 Sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars — Qty: 25570.5 Kg
- 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: 498.44 Sqm
- Granular Sub-Base with Close Graded Material (MoRTH:2013 Table:- 400-1)- By Mix in Place Method- Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (for Grading-II Material) — Qty: 57.6 Cum
- Granular Sub-Base with Coarse/Open Graded Material (MoRTH:2013 Table:- 400- 2)- By Mix in Place Method- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 402.(Grading-III Material) — Qty: 57.6 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. — Qty: 43.2 Cum
- Cement Concrete Pavement M-30 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. as per instructed by EIC — Qty: 86.4 Cum
- Dowel and tie bars: Add extra above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Dowel Bars- Mild Steel — Qty: 0.78 Tonne
- Dowel and tie bars: Add extra above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Tie Bars- Tor Steel — Qty: 0.1 Tonne
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