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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.6 CrAccepted-AOC | ₹10.6 Cr | 1 | Accepted-AOC Lowest bidder eligible for award of work. |
| 2 | 2₹10.8 CrRejected-Finance AT PO BARALOTA BY PASS ROAD DALTONGANJ DISTT PALAMU JHARKHAND 822121 | GARHWA | JHARKHAND | 822121 | ₹10.8 Cr | 2 | Rejected-Finance Not L1 bidder |
| 3 | 3₹11.0 CrRejected-Finance | ₹11.0 Cr | 3 | Rejected-Finance Not L1 bidder |
| 4 | 4₹11.1 CrRejected-Finance MAIN ROAD BISHRAMPUR SURAJPUR CG 497226 | SURAJPUR | CHHATTISGARH | 497226 | ₹11.1 Cr | 4 | Rejected-Finance Not L1 bidder |
| 5 | 5₹12.6 CrRejected-Finance 404 405 GOMATI APT 4TH FLOOR LAW COLLEGE SQ WHC RD DHARAMPETH NAGPUR | NAGPUR | MAHARASHTRA | 440001 | ₹12.6 Cr | 5 | Rejected-Finance Not L1 bidder |
| Sl No | Description | Qty | Unit | P M Umbarkar L3 | Agrico Steel Engineering Works L4 | ABHI ENGINEERING CORPORATION PVT LTD L5 | Balaji P. Mhase & Vishal Construction JV L1 | M/S VIKASH KUMAR TIWARI L2 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Granular sub-base with well graded material (CBR>30 or more)(Table 400-1 & Table 400-2) : 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. By Plant Mix Method For Grading-III Material | 6,502.5 | cum | 1,776.16 ₹1.2 Cr | 1,390 ₹90.4 L | 1,800 ₹1.2 Cr | 1,200 ₹78.0 L | 1,700 ₹1.1 Cr |
| 1.02 | Dry lean concrete sub-base : Construction of dry lean concrete sub-base over a prepared sub-grade with coarse and fine aggregate confirming to IS : 383, the size of the coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect | 6,502.5 | cum | 2,661.93 ₹1.7 Cr | 2,800 ₹1.8 Cr | 4,000 ₹2.6 Cr | 2,700 ₹1.8 Cr | 2,200 ₹1.4 Cr |
| 1.03 | Cement Concrete Pavement : Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,
mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, deboning strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but including cost of steel in dowel bar and tie rods etc. | 11,704.5 | cum | 4,754.88 ₹5.6 Cr | 5,000 ₹5.9 Cr | 5,000 ₹5.9 Cr | 4,900 ₹5.7 Cr | 5,100 ₹6.0 Cr |
| 1.04 | 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) | 5,636.36 | cum | 149.17 ₹8.4 L | 90 ₹5.1 L | 750 ₹42.3 L | 117 ₹6.6 L | 150 ₹8.5 L |
| 1.05 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 4,000 | sqm | 591.28 ₹23.7 L | 590 ₹23.6 L | 500 ₹20 L | 500 ₹20 L | 450 ₹18 L |
| 1.06 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)"" | 720 | metre | 3,776.84 ₹27.2 L | 3,950 ₹28.4 L | 800 ₹5.8 L | 3,000 ₹21.6 L | 500 ₹3.6 L |
| 1.07 | 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. | 4,123.35 | sqm | 28.45 ₹1.2 L | 19 ₹78,343.65 | 120 ₹4.9 L | 25 ₹1.0 L | 70 ₹2.9 L |
| 1.08 | Bituminous Macadam : Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. (i) for Grading I (40 mm nominal size ) bitumen content 3.4% | 206.17 | cum | 5,576.06 ₹11.5 L | 5,500 ₹11.3 L | 7,500 ₹15.5 L | 6,000 ₹12.4 L | 9,000 ₹18.6 L |
| 1.09 | 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. @ 0.25 kg per sqm (normal bituminous surfaces) | 4,123.35 | sqm | 13.19 ₹54,386.99 | 12 ₹49,480.20 | 45 ₹1.9 L | 15 ₹61,850.25 | 25 ₹1.0 L |
| 1.10 | 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 analysis I.No.5.6 a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. (iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30) | 123.7 | cum | 8,177.25 ₹10.1 L | 6,500 ₹8.0 L | 8,000 ₹9.9 L | 7,500 ₹9.3 L | 10,000 ₹12.4 L |
Tender Value
₹14.3 Cr
EMD Value
₹17.8 L
Closing Date
19 Aug 2025, 5:00 pmClosed
GM (Civil)/HOD,WCL
Office of GM (Civil), Coal Estate, Civil Lines, Nagpur-440001
Construction of cement concrete coal transportation road and Bituminous carpeting of village roads at Ukni deep OCM under Ukni-Junad Sub Area of Wani North Area.
2025_WCL_340222_1
wcl-hq-gmciv-e03-2025-26
Open Tender
Civil Works - Roads
365 days
Ukni Junad Sub Area of Wani North Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹17.8 L
18 Nov 2025
28 Jul 2025
20 Aug 2025
28 Jul 2025
19 Aug 2025
29 Jul 2025
28 Jul 2025 - 12 Aug 2025
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