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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 CrAccepted-AOC B 4 RIDDHI PARK TILAK WADI CORNER SHARANPUR ROAD NASHIK 422 005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹14.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹15.5 Cr+₹90.9 L (6.23%)Rejected-Finance | ₹15.5 Cr+₹90.9 L (6.23%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹15.6 Cr+₹96.9 L (6.64%)Rejected-Finance | ₹15.6 Cr+₹96.9 L (6.64%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹15.8 Cr+₹1.2 Cr (8.57%)Rejected-Finance NULL | ₹15.8 Cr+₹1.2 Cr (8.57%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹16.4 Cr+₹1.8 Cr (12.4%)Rejected-Finance FLAT NO 50 SASTANGA COLONY GONDUR ROAD NEAR BSNL OFFICE DHULE DEVPUR DHULE | DHULE | DHULE | MAHARASHTRA | ₹16.4 Cr+₹1.8 Cr (12.4%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | A S Sonje Associates L2 | F C RODRIGUES LLP L6 | M/S M T PATIL BUILDERS AND CONTRACTORS PVT LTD L4 | M/s N K Varma L8 | FORCON INFRA PVT. LTD. L7 | Compact Builders and Developers Private Limited L1 | RAJ INFRA BUILD L3 | SBD INFRA-TECH PRIVATE LIMITED L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 19,426 | Square Metre | 3.89 ₹75,567.14 | 4.04 ₹78,481.04 | 3.73 ₹72,458.98 | 4.2 ₹81,589.2 | 4.49 ₹87,222.74 | 10 ₹1,94,260 | 3.64 ₹70,710.64 Lowest | 4 ₹77,704 |
| 2.00 | 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. | 30,453.27 | Cubic Metre | 115.57 ₹35,19,484.41 | 120.19 ₹36,60,178.52 | 107.72 ₹32,80,426.24 Lowest | 125 ₹38,06,658.75 | 133.54 ₹40,66,729.68 | 150 ₹45,67,990.5 | 110 ₹33,49,859.7 | 119 ₹36,23,939.13 |
| 3.00 | 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. | 15,147 | Cubic Metre | 115.57 ₹17,50,538.79 | 120.19 ₹18,20,517.93 | 105.87 ₹16,03,612.89 Lowest | 125 ₹18,93,375 | 133.54 ₹20,22,730.38 | 140 ₹21,20,580 | 110 ₹16,66,170 | 119 ₹18,02,493 |
| 4.00 | 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. | 1,683 | Cubic Metre | 202.01 ₹3,39,982.83 | 210.08 ₹3,53,564.64 | 187.8 ₹3,16,067.4 Lowest | 218.4 ₹3,67,567.2 | 233.41 ₹3,92,829.03 | 250 ₹4,20,750 | 189.28 ₹3,18,558.24 | 208 ₹3,50,064 |
| 5.00 | 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. | 9,574.46 | Cubic Metre | 135 ₹12,92,552.1 | 140.39 ₹13,44,158.44 | 125.44 ₹12,01,020.26 Lowest | 145.9 ₹13,96,913.71 | 155.98 ₹14,93,424.27 | 175 ₹16,75,530.5 | 126.49 ₹12,11,073.45 | 139 ₹13,30,849.94 |
| 6.00 | 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. | 4,650.08 | Cubic Metre | 171.9 ₹7,99,348.75 | 178.77 ₹8,31,294.8 | 160.65 ₹7,47,035.35 Lowest | 185.8 ₹8,63,984.86 | 198.62 ₹9,23,598.89 | 190 ₹8,83,515.2 | 161.07 ₹7,48,988.39 | 177 ₹8,23,064.16 |
| 7.00 | Excavation for roadway in hard rock by controlled blasting 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 stocking as directed. | 4,650.08 | Cubic Metre | 242.8 ₹11,29,039.42 | 252.5 ₹11,74,145.2 | 225.55 ₹10,48,825.54 Lowest | 262.5 ₹12,20,646 | 280.54 ₹13,04,533.44 | 320 ₹14,88,025.6 | 227.5 ₹10,57,893.2 | 250 ₹11,62,520 |
| 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. | 26,150.83 | Cubic Metre | 88.38 ₹23,11,210.36 | 91.91 ₹24,03,522.79 | 82.86 ₹21,66,857.77 | 95.5 ₹24,97,404.27 | 102.12 ₹26,70,522.76 | 85 ₹22,22,820.55 | 82.81 ₹21,65,550.23 Lowest | 91 ₹23,79,725.53 |
| 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) | 5,977.82 | Cubic Metre | 947.88 ₹56,66,256.02 | 986.75 ₹58,98,613.89 | 925.76 ₹55,34,026.64 | 1,263.2 ₹75,51,182.22 | 1,095.2 ₹65,46,908.46 | 580 ₹34,67,135.6 Lowest | 840 ₹50,21,368.8 | 976.98 ₹58,40,210.58 |
| 10.00 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 8,068.97 | Cubic Metre | 635.16 ₹51,25,086.99 | 661.53 ₹53,37,865.72 | 591.04 ₹47,69,084.03 | 925.1 ₹74,64,604.15 | 733.88 ₹59,21,655.7 | 380 ₹30,66,208.6 Lowest | 560.4 ₹45,21,850.79 | 654.98 ₹52,85,013.97 |
Tender Value
₹16.4 Cr
EMD Value
₹8.5 L
Closing Date
12 Jan 2026, 5:00 pmClosed
Executive Engineer, Public Works Division (North),
Executive Engineer, Public Works Division, (North) Nashik, Green Building First Floor, Untawadi Road, Nashik, Tal. Dist. Nashik ,Tel. No.- 0253-2576249
A) Improvemets of Sapgaon parking lot to Shirasgaon Phata Dhumodi Ganeshgaon Waghera MDR 195 ODR-124 km.0/00 to 5/500 Road improvement Tal. Trimbakeshwar Dist. Nashik B) . Improvements of the road from SH-30 to Pimpald Trimbakeshwar Brahmanwade Maleg
2025_PWR_1250077_3
E_tender_Notice_no. 20 for 2025-26
Open Tender
Civil Works
Item Rate
365 days
Trimbakeshwar
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,540
₹8.5 L
Office of the Chief Engineer, Public Works Region,
31 Jul 2026
5 Jan 2026
13 Jan 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
8 Jan 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 . | - | Square Metre | - | - |
| 2 | 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. | - | Cubic Metre | - | - |
| 3 | 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. | - | Cubic Metre | - | - |
| 4 | 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. | - | Cubic Metre | - | - |
| 5 | 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. | 1 | Cubic Metre | - | - |
| 6 | 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. | 1 | Cubic Metre | - | - |
| 7 | Excavation for roadway in hard rock by controlled blasting 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 stocking as directed. | 1 | 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. | - | 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) | 1 | Cubic Metre | - | - |
| 10 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | Cubic Metre | - | - |
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