Resurfacing of Katcha village road to WBM from Ukni village to towards Underpass of Ghugus road at Ukni Deep OCM under Ukni-Junad Sub Area of Wani North Area.
Western Coalfields Limited · Ukni-Junad Sub Area, Maharashtra · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹52.4L
- EMD: ₹66K
- Published: 26 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 27 Oct 2026 02:03 UTC
- Office: Wani North Area
Description
Resurfacing of a katcha village road to water-bound macadam (WBM) from Ukni village towards the Ghugus road underpass at Ukni Deep OCM, Ukni-Junad Sub Area, Wani North Area. The work includes subgrade preparation, granular sub-base, WBM layers and shoulder construction. Note: maximum likely labour required for this work is 810 Nos.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (6)
- 2 — Qty: 3 4
- Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres. — Qty: 5500 Sqm
- 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. A. Plant Mix Method For Grading-III Material — Qty: 841.5 CuM
- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform, thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per ciause 404 of specification; B) By Mechanical Means, i) Grading- 1 (63 to 45 mm, a) Using Screening Type-A (13.2mm Agg.) — Qty: 336.6 CuM
- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and -compacting to the required density as per clause 404 of specification. B) By Mechanical Means, i) Grading- II (53 to 22.4mm), a) Using Screening Type-B (11.2mm Agg.) — Qty: 336.6 CuM
- Construction of Shoulders with approved material /selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400.Earthen Shoulders (CBR value >7) — Qty: 84.15 CuM
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