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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 CrAccepted-AOC | ₹6.7 Cr | 1 | Accepted-AOC Eligible bidder for award |
| 2 | 2₹6.8 CrRejected-Finance | ₹6.8 Cr | 2 | Rejected-Finance Not L1 bidder |
| 3 | 3₹7.0 CrRejected-Finance | ₹7.0 Cr | 3 | Rejected-Finance Not L1 bidder |
| 4 | 4₹7.1 CrRejected-Finance AT HATWAR COMPLEX LAKHANDUR ROAD DESAIGANJ DIST GADCHIROLI 441207 | DESAIGANJ | GADCHIROLI | MAHARASHTRA | 441207 | ₹7.1 Cr | 4 | Rejected-Finance Not L1 bidder |
| 5 | 5₹7.1 CrRejected-Finance | ₹7.1 Cr | 5 | Rejected-Finance Not L1 bidder |
| Sl No | Description | Qty | Unit | M/s P.N. Dewalkar Construction L2 | M/s SHREE SAIBABA CONSTRUCTION L3 | PRAMOD CONSTRUCTIONS PVT LTD L4 | SANDEEP JAIN- ABHIJEET INFRA (JV) L5 | VKT AND AK NEW JV L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. | 6,040 | cum | 70 ₹4.2 L | 50 ₹3.0 L | 105 ₹6.3 L | 80 ₹4.8 L | 50 ₹3.0 L |
| 2.00 | 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 Mix in Place Method For Grading-I Material | 1,510 | cum | 1,400 ₹21.1 L | 1,750 ₹26.4 L | 1,600 ₹24.2 L | 1,450 ₹21.9 L | 1,500 ₹22.6 L |
| 3.00 | 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 Mix in Place Method For Grading-III Material | 1,510 | cum | 1,400 ₹21.1 L | 1,750 ₹26.4 L | 1,600 ₹24.2 L | 1,500 ₹22.6 L | 1,500 ₹22.6 L |
| 4.00 | 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. | 3,775 | Cum | 1,600 ₹60.4 L | 2,200 ₹83.0 L | 1,700 ₹64.2 L | 1,750 ₹66.1 L | 1,800 ₹68.0 L |
| 5.00 | 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. (iv) @ 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed. | 20,400 | sqm | 20 ₹4.1 L | 40 ₹8.2 L | 10 ₹2.0 L | 20 ₹4.1 L | 30 ₹6.1 L |
| 6.00 | 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. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. (i) for Grading I(40 mm nominal size ) | 1,325 | Cum | 6,600 ₹87.5 L | 6,900 ₹91.4 L | 7,000 ₹92.8 L | 7,800 ₹1.0 Cr | 8,000 ₹1.1 Cr |
| 7.00 | 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.(iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30) | 615 | Cum | 7,737 ₹47.6 L | 11,500 ₹70.7 L | 9,000 ₹55.4 L | 8,500 ₹52.3 L | 9,550 ₹58.7 L |
| 8.00 | Supplying soft murum at the road site, including conveying and stacking complete. | 850 | Cum | 600 ₹5.1 L | 650 ₹5.5 L | 700 ₹6.0 L | 350 ₹3.0 L | 500 ₹4.3 L |
| 9.00 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 710 | Cum | 50 ₹35,500 | 250 ₹1.8 L | 100 ₹71,000 | 50 ₹35,500 | 500 ₹3.5 L |
| 10.00 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | 14,160 | Sqm | 12 ₹1.7 L | 55 ₹7.8 L | 25 ₹3.5 L | 15 ₹2.1 L | 75 ₹10.6 L |
Tender Value
₹9.9 Cr
EMD Value
₹12.3 L
Closing Date
29 Nov 2025, 5:00 pmClosed
GM (Civil)/HOD,WCL
Office of GM (Civil), WCL HQ Nagpur -440001
Balance work of construction of internal roads, drains and culverts at Hewati Rehabilitation Site of Makardhokda Sub Area of Umrer Area
2025_WCL_346897_1
wcl-hq-gmciv-e05-2025-26/70
Open Tender
Civil Works - Roads
270 days
Umrer
Please refer Tender documents.
5 documents required · 5 mandatory
₹12.3 L
27 Feb 2026
8 Nov 2025
1 Dec 2025
8 Nov 2025
29 Nov 2025
9 Nov 2025
8 Nov 2025 - 22 Nov 2025
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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BOQ_359592.xls
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