Strengthening of Ramp protection wall and approach road of weigh bridge (Airawat-2) under ROCP.
Eastern Coalfields Limited · Rajmahal, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹35.3L
- EMD: ₹44K
- Published: 17 Oct 2026
- Closing date: 28 Oct 2026
- Status: open
- Status as of: 22 Oct 2026 02:50 UTC
- Department: Eastern Coalfields Limited
- Office: ECL Rajmahal Area
Description
Strengthening of the ramp protection wall and weigh bridge approach road at Airawat-2 under ROCP, including earthwork, concrete and reinforced concrete works, reinforcement, shuttering, embankment and granular sub-base.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Evaluation: L1 based on Cost to Company (CTC)
- Make in India (MII): No
- MSE preference: No
Line items (19)
- 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: All kinds of soil. — Qty: 103.68 cum
- Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by through saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity). — Qty: 8.64 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 8.64 cum
- 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: 30.38 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 41.58 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 2733.75 kg
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 4158 kg
- Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 85.5 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: 277.2 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: 20.74 cum
- Carriage of materials by mechanical transport including loading, unloading and stacking: Earth lead-2km. — Qty: 82.94 cum
- Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. — Qty: 82.94 sqm
- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. — Qty: 73.5 cum
- Granular Sub-Base with Graded Material (Table:-400-1): Plant Mix Method: Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Grading II Material. — Qty: 136.5 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 25.2 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) — Qty: 75.6 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 5934.615 kg
- Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 12 sqm
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