Strengthening of approach road from BC 3 and 4 Pits gate towards Railway siding RO Incline under BC UG under Ballarpur Sub Area.
Western Coalfields Limited · Ballarpur, Maharashtra · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.0Cr
- EMD: ₹1.3L
- Published: 22 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 10 Nov 2026 01:46 UTC
- Office: Ballarpur Area
Description
Strengthening of the approach road from BC 3 and 4 Pits gate towards the Railway siding RO Incline under BC UG in Ballarpur Sub Area. The percentage-rate works tender includes road scarifying, granular sub-base, water-bound macadam, shoulders, tack coats, dense bituminous macadam and bituminous concrete.
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 (9)
- 2 — Qty: 3 4
- Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. — Qty: 6048 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. Plant Mix Method For Grading-III Material — Qty: 815 cum
- Water Bound Macadam 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. By Mechanical Means ii)Grading- II (53 to 22.4mm (a) Using Screening Type-B (11.2mm Agg.) — Qty: 605 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: 718 cum
- Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (ii) @0.40 kg per sqm (Non bituminous surface) granular base not primed — Qty: 5400 sqm
- Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminuos binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects, a) Using Batch Plant Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor, ( i ) for Grading II ( 19 mm nominal size ) — Qty: 270 cum
- Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (i) @ 0.25 kg per sqm (Normal bituminous surfaces). — Qty: 5400 sqm
- Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminousbinder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. (a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.for Grading-II (30-45 mm thickness ) with 60/70 bitumen (VG-30) — Qty: 216 cum
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