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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 CrAdmitted-Finance SHANTI JEEVAN P W D 23 10 PIMPRI PUNE 411017 | PUNE | MAHARASHTRA | 411017 | ₹25.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹26.3 Cr+₹92.9 L (3.66%)Admitted-Finance | ₹26.3 Cr+₹92.9 L (3.66%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D.G.BELHEKAR INFRA PVT LTD L2 | Dhaneshwar construction .Pvt.Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | A1)Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness. | 4,060 | One Square Metre | 12.36 ₹50,181.6 | 12 ₹48,720 Lowest |
| 2.00 | A2)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. | 157.08 | One Cubic Metre | 81.37 ₹12,781.6 | 79 ₹12,409.32 Lowest |
| 3.00 | A3)Excavation for roadway in hard murum and boulder 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. | 39.27 | One Cubic Metre | 143.17 ₹5,622.29 | 139 ₹5,458.53 Lowest |
| 4.00 | A4)Clearing grass and removal of rubbish up to a distance of 50 metre outside the periphery of the area . | 23,730 | One Square Metre | 4.12 ₹97,767.6 Lowest | 36.6 ₹8,68,518 |
| 5.00 | A5)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. | 2,168.21 | One Cubic Metre | 122.57 ₹2,65,757.5 Lowest | 219 ₹4,74,837.99 |
| 6.00 | A6)Excavation for catch/ side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | 929.23 | One Cubic Metre | 143.17 ₹1,33,037.86 Lowest | 279 ₹2,59,255.17 |
| 7.00 | A7)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 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and 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). | 37.76 | One Cubic Metre | 1,039.48 ₹39,250.76 | 977 ₹36,891.52 Lowest |
| 8.00 | A8)Supplying hard murum at the road site including conveying and stacking complete. | 1,767.55 | One Cubic Metre | 707.82 ₹12,51,107.24 | 687.2 ₹12,14,660.36 Lowest |
| 9.00 | A9)Spreading the hard murum for side width complete. | 1,767.55 | One Cubic Metre | 80.34 ₹1,42,004.97 | 78 ₹1,37,868.9 Lowest |
| 10.00 | A10)Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete. | 6,148 | One Square Metre | 21.63 ₹1,32,981.24 | 21 ₹1,29,108 Lowest |
Tender Value
₹24.2 Cr
EMD Value
₹12.1 L
Closing Date
5 Aug 2026, 6:15 pmClosed
Executive Engineer.P.W.North Division Pune-1
Executive Engineer.P.W.North Division Pune-1
A) Improvement to Daryaaghat Apatale Junnar Road, MDR-3 KM 21/00 to 24/000, Tal.Junnar, Dist Pune. (Part-Junnar Chauk to Nirgude Phata ) (B) Improvement to Borghar Tambe Belsar to Nirgude Phata Road, MDR 63 KM 19/000 to 21/200, and other 2 Works
2026_PWDRP_1319133_1
Northpune/2026-27/11
Open Tender
Civil Works - Roads
Item Rate
120 days
Junnar
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,540
₹12.1 L
Chief Engineer P.W.REGION PUNE on 20.7.2026 at 12.
14 Aug 2026
17 Jul 2026
7 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | A1)Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness. | 4,060 | One Square Metre | - | - |
| 2 | A2)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. | 157.08 | One Cubic Metre | - | - |
| 3 | A3)Excavation for roadway in hard murum and boulder 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. | 39.27 | One Cubic Metre | - | - |
| 4 | A4)Clearing grass and removal of rubbish up to a distance of 50 metre outside the periphery of the area . | 23,730 | One Square Metre | - | - |
| 5 | A5)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. | 2,168.21 | One Cubic Metre | - | - |
| 6 | A6)Excavation for catch/ side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | 929.23 | One Cubic Metre | - | - |
| 7 | A7)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 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and 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). | 37.76 | One Cubic Metre | - | - |
| 8 | A8)Supplying hard murum at the road site including conveying and stacking complete. | 1,767.55 | One Cubic Metre | - | - |
| 9 | A9)Spreading the hard murum for side width complete. | 1,767.55 | One Cubic Metre | - | - |
| 10 | A10)Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete. | 6,148 | One Square Metre | - | - |
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