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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 CrAdmitted-Finance SHANTI JEEVAN P W D 23 10 PIMPRI PUNE 411017 | PUNE | MAHARASHTRA | 411017 | L1 | Admitted-Finance | |
| 2 | L2₹39.1 Cr+₹58.2 L (1.51%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹40.2 Cr+₹1.7 Cr (4.51%)Admitted-Finance 710 SPOT 18 7TH FLOOR PIMPLE SAUDAGAR PUNE | PUNE | PUNE | MAHARASHTRA | L3 | Admitted-Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical BLOCK NO A 13 1 ST FLOOR HIGHWAY TOWER CHINCHWAD PUNE 411 019 | PUNE | PUNE | MAHARASHTRA | 411019 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | D.G.BELHEKAR INFRA PVT LTD L2 | Shree Associates Infraventures Limited L3 | 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. | 18,950 | One Square Metre | 13.5 ₹2,55,825 Lowest | 15.61 ₹2,95,809.5 | 150 ₹28,42,500 |
| 2.00 | A2)Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metre, stacking serviceable and unserviceable materials separately etc. complete. | 75.33 | One Cubic Metre | 451.1 ₹33,981.36 | 469.32 ₹35,353.88 | 43 ₹3,239.19 Lowest |
| 3.00 | A3)Picking the Black Top road surface including sectioning complete. | 20,935.25 | One Square Metre | 44.88 ₹9,39,574.02 Lowest | 46.69 ₹9,77,466.82 | 104 ₹21,77,266 |
| 4.00 | A4)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. | 3,935.62 | One Cubic Metre | 121.38 ₹4,77,705.56 | 126.28 ₹4,96,990.09 | 119 ₹4,68,338.78 Lowest |
| 5.00 | A5)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. | 6,746.79 | One Cubic Metre | 141.78 ₹9,56,559.89 | 147.51 ₹9,95,218.99 | 139 ₹9,37,803.81 Lowest |
| 6.00 | A6)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 50 metre and spreading or stacking as directed. | 562.23 | One Cubic Metre | 180.54 ₹1,01,505 | 187.83 ₹1,05,603.66 | 177 ₹99,514.71 Lowest |
| 7.00 | A7)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. | 2,572.62 | One Cubic Metre | 121.38 ₹3,12,264.62 | 126.28 ₹3,24,870.45 | 119 ₹3,06,141.78 Lowest |
| 8.00 | A8)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. | 4,042.7 | One Cubic Metre | 141.78 ₹5,73,174.01 | 147.51 ₹5,96,338.68 | 139 ₹5,61,935.3 Lowest |
| 9.00 | A9)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 stuff as directed. | 735.03 | One Cubic Metre | 212.16 ₹1,55,943.96 | 220.73 ₹1,62,243.17 | 208 ₹1,52,886.24 Lowest |
| 10.00 | A10)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). | 4,252.41 | One Cubic Metre | 996.54 ₹42,37,696.66 | 1,036.8 ₹44,08,898.69 | 777 ₹33,04,122.57 Lowest |
Tender Value
₹36.4 Cr
EMD Value
₹18.5 L
Closing Date
9 Oct 2026, 6:15 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer.P.W.North Division Pune-1
Executive Engineer.P.W.North Division Pune-1
A) Improvements to Bhimashankar pilgrimage connecting road - MDR 16 to Gadad Shive Kanranjvihire Khalumbre Nighoje Moi Chimbli Alanadi Dhanore Road MDR -17 KM 0/00 to 9/500 Tal. khed Dist. Pune (Part- Vandre MDR16 to Gadad),(B)Improvements to Bhim
2026_PWDRP_1340912_3
Northpune/2026-27/27
Open Tender
Civil Works - Roads
Item Wise
240 days
khed Rajgurunagar
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,540
₹18.5 L
Chief Engineer P.W.REGION PUNE on 28.9.2026 at 12.
4 Nov 2026
23 Sept 2026
12 Oct 2026
23 Sept 2026
9 Oct 2026
23 Sept 2026
28 Sept 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. | 18,950 | One Square Metre | - | - |
| 2 | A2)Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metre, stacking serviceable and unserviceable materials separately etc. complete. | 75.33 | One Cubic Metre | - | - |
| 3 | A3)Picking the Black Top road surface including sectioning complete. | 20,935.25 | One Square Metre | - | - |
| 4 | A4)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. | 3,935.62 | One Cubic Metre | - | - |
| 5 | A5)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. | 6,746.79 | One Cubic Metre | - | - |
| 6 | A6)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 50 metre and spreading or stacking as directed. | 562.23 | One Cubic Metre | - | - |
| 7 | A7)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. | 2,572.62 | One Cubic Metre | - | - |
| 8 | A8)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. | 4,042.7 | One Cubic Metre | - | - |
| 9 | A9)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 stuff as directed. | 735.03 | One Cubic Metre | - | - |
| 10 | A10)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). | 4,252.41 | One Cubic Metre | - | - |
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