Strengthening of existing bituminous coal transportation road from weigh bridge to Sub Station via. Bunker/ CHP at Umaria UG Mine under Umaria Sub Area of Johilla Area.
South Eastern Coalfields Limited · Umaria, Madhya Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹36.7L
- EMD: ₹46K
- Published: 28 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 29 Oct 2026 05:28 UTC
- Ministry: Ministry of Coal
- Office: Johilla Area
Description
Strengthening of the existing bituminous coal transportation road at Umaria UG Mine, including road surface preparation, wet mix macadam, bituminous layers, earthwork, concrete work and formwork.
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 (11)
- 2 — Qty: 3 4
- Scarifying Existing Granular Surface to a 50 mm by Manual Means Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (refer clause two of General Notes) — Qty: 420 Sqm
- Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification i/c. 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: 183 Cum
- Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. — Qty: 420 Sqm
- 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. (i) @ 0.25 kg per sqm (normal bituminous surfaces) — Qty: 630 Sqm
- Dense Graded Bituminous Macadam 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. b) Using Drum Mix Plant of appropriate capacity.(ii) for GradingII(19 mm nominal size) — Qty: 25 Cum
- Bituminous Concrete 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. B) Using Drum Mix Plant of appropriate capacity.(iv) For Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30) — Qty: 19 Cum
- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil — Qty: 334 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:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 251 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 126 Cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 101 Sqm
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