Resurfacing of Coal Transportation road near civil line chowk to siding ( length-1.6 KM) at Nowrozabad Sub Area of Johilla Area
South Eastern Coalfields Limited · Nowrozabad, Madhya Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹79.9L
- EMD: ₹100K
- Published: 12 Oct 2026
- Closing date: 28 Oct 2026
- Status: open
- Status as of: 18 Oct 2026 22:59 UTC
- Ministry: Ministry of Coal
- Office: Johilla Area
Description
Resurfacing of a 1.6 km coal transportation road near Civil Line Chowk to the siding at Nowrozabad Sub Area, Johilla Area. The work includes scarifying the existing bituminous surface, wet mix macadam, tack coat, dense bituminous macadam, bituminous concrete and subgrade improvement. Estimated value is INR 7,988,246 and EMD is INR 99,900.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Evaluation: L1 based on total amount calculated by the system as the Cost to Company (CTC)
- Make in India (MII): No
- MSE preference: No
Line items (7)
- 2 — Qty: 3 4
- Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. — Qty: 960 sqm
- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. — Qty: 68 Cum
- Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications@ 0.25 kg per sqm (normal bituminous surfaces) — Qty: 9600 Sqm
- Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous 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.Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. for GradingII(19 mm nominal size) — Qty: 480 Cum
- Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 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: 288 Cum
- Laying and spreading available soil in the subgrade on a prepared surface, pulverising, as per requirement of Table 400-3 mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade as per clause 402 of specification. A By Mechanical Means — Qty: 522 Cum
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