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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.2 CrAccepted-AOC | ₹29.2 Cr | L1 | Accepted-AOC Accepted Bid |
| 2 | L2₹29.3 Cr+₹10.6 L (0.36%)Rejected-Finance NANDURBAR | NANDURBAR | MAHARASHTRA | 425409 | ₹29.3 Cr+₹10.6 L (0.36%) | L2 | Rejected-Finance Due to High Rates |
| 3 | L3₹29.4 Cr+₹19.3 L (0.66%)Rejected-Finance 43 | DHULE | MAHARASHTRA | 424001 | ₹29.4 Cr+₹19.3 L (0.66%) | L3 | Rejected-Finance Due to High Rates |
| 4 | L4₹29.7 Cr+₹50.9 L (1.74%)Rejected-Finance | ₹29.7 Cr+₹50.9 L (1.74%) | L4 | Rejected-Finance Due to High Rates |
| 5 | L5₹31.5 Cr+₹2.3 Cr (7.84%)Rejected-Finance MAHARASHTRA | ₹31.5 Cr+₹2.3 Cr (7.84%) | L5 | Rejected-Finance Due to High Rates |
| Sl No | Description | Qty | Unit | Bitcon India Infrastructure Developers Pvt Ltd L4 | F C RODRIGUES LLP L1 | AAKAR CONSTRUCTIONS L7 | M/s. A.B.Wagh L3 | Raj Infrastructure L2 | B T Kadlag Construction Pvt. Ltd. L5 | FORCON INFRA PVT. LTD. L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 27,560.84 | Square Metre | 7.65 ₹2,10,840.43 | 4 ₹1,10,243.36 | 3.94 ₹1,08,589.71 | 3.54 ₹97,565.37 | 3.53 ₹97,289.77 Lowest | 4 ₹1,10,243.36 | 4 ₹1,10,243.36 |
| 2.00 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 metre etc complete. Using machine like Writgen (W100) or equivalent | 44,730 | Square Metre | 76.5 ₹34,21,845 | 44 ₹19,68,120 | 43.34 ₹19,38,598.2 | 38.94 ₹17,41,786.2 | 38.83 ₹17,36,865.9 Lowest | 44 ₹19,68,120 | 40 ₹17,89,200 |
| 3.00 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | 16,658.5 | Cubic Metre | 93.75 ₹15,61,734.38 Lowest | 110 ₹18,32,435 | 117.22 ₹19,52,709.37 | 105.32 ₹17,54,473.22 | 105.01 ₹17,49,309.09 | 128 ₹21,32,288 | 100 ₹16,65,850 |
| 4.00 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 14,796 | Cubic Metre | 93.75 ₹13,87,125 Lowest | 110 ₹16,27,560 | 117.22 ₹17,34,387.12 | 105.32 ₹15,58,314.72 | 105.01 ₹15,53,727.96 | 128 ₹18,93,888 | 105 ₹15,53,580 |
| 5.00 | Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | 1,644 | Cubic Metre | 297.5 ₹4,89,090 | 210 ₹3,45,240 | 204.88 ₹3,36,822.72 | 156.65 ₹2,57,532.6 | 156.18 ₹2,56,759.92 | 120 ₹1,97,280 Lowest | 150 ₹2,46,600 |
| 6.00 | Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50metre and spreading for embankment or stacking as directed. | 8,269.25 | Cubic Metre | 123.25 ₹10,19,185.06 | 125 ₹10,33,656.25 | 136.92 ₹11,32,225.71 | 123.02 ₹10,17,283.14 | 122.65 ₹10,14,223.51 | 149 ₹12,32,118.25 | 115 ₹9,50,963.75 Lowest |
| 7.00 | Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50metre and spreading or stacking as directed. | 2,756.42 | Cubic Metre | 297.5 ₹8,20,034.95 | 175 ₹4,82,373.5 | 174.35 ₹4,80,581.83 | 156.65 ₹4,31,793.19 | 156.18 ₹4,30,497.68 | 119 ₹3,28,013.98 Lowest | 120 ₹3,30,770.4 |
| 8.00 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 % of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller. | 3,366.32 | Cubic Metre | 134.52 ₹4,52,837.37 | 90 ₹3,02,968.8 | 89.64 ₹3,01,756.92 | 80.54 ₹2,71,123.41 | 80.3 ₹2,70,315.5 | 50 ₹1,68,316 Lowest | 90 ₹3,02,968.8 |
| 9.00 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimeter to 30 centimeter thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | 165.08 | Cubic Metre | 945.54 ₹1,56,089.74 | 850 ₹1,40,318 | 962.33 ₹1,58,861.44 | 863.76 ₹1,42,589.5 | 861.22 ₹1,42,170.2 | 600 ₹99,048 Lowest | 950 ₹1,56,826 |
| 10.00 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 6,833.86 | Cubic Metre | 624.38 ₹42,66,925.51 | 575 ₹39,29,469.5 Lowest | 645.16 ₹44,08,933.12 | 578.79 ₹39,55,369.83 | 577.09 ₹39,43,752.27 | 721 ₹49,27,213.06 | 650 ₹44,42,009 |
Tender Value
₹33.3 Cr
EMD Value
₹16.6 L
Closing Date
20 Feb 2026, 5:00 pmClosed
Executive Engineer, P.W.Division, Nashik
Executive Engineer, Public Works Division, Nashik, Bhandkam Bhawan, Trimbak Road, Nashik, Tal. Dist. Nashik ,Tel. No.- 0253-2583761-64, 2575324
Improvements to Adgaon Mhasrul Girnare Wagera Road SH.28 Km. 0/0 to 13/800 Tal. Dist. Nashik
2026_PWR_1274904_1
E Tender Notice No.54 for 2025-26 (SBD)
Open Tender
Civil Works
Item Rate
365 days
Tal. Dist. Nashik
As Per NIT
9 documents required · 9 mandatory
₹3,540
₹16.6 L
The Chief Engineer, P.W. Region Nashik
2 Jun 2026
5 Feb 2026
23 Feb 2026
5 Feb 2026
20 Feb 2026
5 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 27,560.84 | Square Metre | - | - |
| 2 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 metre etc complete. Using machine like Writgen (W100) or equivalent | 44,730 | Square Metre | - | - |
| 3 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | 16,658.5 | Cubic Metre | - | - |
| 4 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 14,796 | Cubic Metre | - | - |
| 5 | Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | 1,644 | Cubic Metre | - | - |
| 6 | Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50metre and spreading for embankment or stacking as directed. | 8,269.25 | Cubic Metre | - | - |
| 7 | Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50metre and spreading or stacking as directed. | 2,756.42 | Cubic Metre | - | - |
| 8 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 % of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller. | 3,366.32 | Cubic Metre | - | - |
| 9 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimeter to 30 centimeter thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | 165.08 | Cubic Metre | - | - |
| 10 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 6,833.86 | Cubic Metre | - | - |
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