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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 CrAccepted-AOC | ₹19.3 Cr Quoted ₹18.8 Cr | L1 | Accepted-AOC Award Of Contract |
| 2 | L2₹18.9 Cr+₹10.8 L (0.58%)Rejected-Finance 11 12 VIJAY HAIGHTS SADAR BAZAR SATARA TAL DIST SATARA SATARA 415001 | SATARA | SATARA | MAHARASHTRA | 415001 | ₹18.9 Cr+₹10.8 L (0.58%) | L2 | Rejected-Finance Second Lowest |
| 3 | L3₹19.3 Cr+₹46.4 L (2.46%)Rejected-Finance N A | ₹19.3 Cr+₹46.4 L (2.46%) | L3 | Rejected-Finance Third Lowest |
| Sl No | Description | Qty | Unit | R R Construction L2 | Raju Somnath Chavan L3 | Rajiya Construction L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 35,290 | One Square Metre | 13.33 ₹4,70,415.7 | 13.48 ₹4,75,709.2 | 13.2 ₹4,65,828 Lowest |
| 2.00 | Cutting down trees including trunks and branches with girths above 30 centimetre to 60 centimetre and stacking the material neatly with all lifts and lead of 1000 metre as directed and earth filling in the depression/pit if any. | 16 | One Number | 566.71 ₹9,067.36 | 572.88 ₹9,166.08 | 561.1 ₹8,977.6 Lowest |
| 3.00 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc. complete. Using machine like Writgen (W100) or equivalent | 37,237.5 | One Square Metre | 48.78 ₹18,16,445.25 | 49.31 ₹18,36,181.13 | 48.3 ₹17,98,571.25 Lowest |
| 4.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metre, stacking serviceable and unserviceable materials separately etc. complete. | 408.9 | One Cubic Metre | 476.87 ₹1,94,992.14 | 482.07 ₹1,97,118.42 | 472.15 ₹1,93,062.14 Lowest |
| 5.00 | 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. | 9,068.9 | One Cubic Metre | 131.96 ₹11,96,732.04 | 133.39 ₹12,09,700.57 | 130.65 ₹11,84,851.79 Lowest |
| 6.00 | 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. | 11,084.22 | One Cubic Metre | 154.13 ₹17,08,410.83 | 155.8 ₹17,26,921.48 | 152.6 ₹16,91,451.97 Lowest |
| 7.00 | 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. | 3,443.15 | One Cubic Metre | 131.96 ₹4,54,358.07 | 133.39 ₹4,59,281.78 | 130.65 ₹4,49,847.55 Lowest |
| 8.00 | 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. | 4,208.29 | One Cubic Metre | 154.13 ₹6,48,623.74 | 155.8 ₹6,55,651.58 | 152.6 ₹6,42,185.05 Lowest |
| 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 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). | 2,407.91 | One Cubic Metre | 1,044.85 ₹25,15,904.76 | 1,056.22 ₹25,43,282.7 | 1,034.5 ₹24,90,982.9 Lowest |
| 10.00 | Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller. | 13,873.3 | One Cubic Metre | 100.9 ₹13,99,815.97 | 102 ₹14,15,076.6 | 99.9 ₹13,85,942.67 Lowest |
Tender Value
₹19.3 Cr
EMD Value
₹9.6 L
Closing Date
17 Feb 2026, 6:00 pmClosed
Executive Engineer, P.W. (West) Division,Satara.
Executive Engineer, P.W. (West) Division,Satara, Bandhkam Bhavan, Sadar Bazar, Satara, 415001
Improvement and Widening to MDR 26 Gogave Varsoli Galdev Waghdare Mhate Mohot Ganje Tambi Kharoshi Nizhare Kamthi Vele Kanher road MDR 149 Km 6/400 to 20/00 (Part Kusumbi to Vele) Tal.Jawali
2026_PWDRP_1276361_1
E-Tender Notice No.87 For 2025-2026
Open Tender
Civil Works
Item Rate
365 days
Tal Jawali Dist Satara
As Per B_2 Form
4 documents required · 4 mandatory
₹3,540
₹9.6 L
office of the Chief Engineer, P.W.Region, Pune
24 Jul 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 35,290 | One Square Metre | - | - |
| 2 | Cutting down trees including trunks and branches with girths above 30 centimetre to 60 centimetre and stacking the material neatly with all lifts and lead of 1000 metre as directed and earth filling in the depression/pit if any. | 16 | One Number | - | - |
| 3 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc. complete. Using machine like Writgen (W100) or equivalent | 37,237.5 | One Square Metre | - | - |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metre, stacking serviceable and unserviceable materials separately etc. complete. | 408.9 | One Cubic Metre | - | - |
| 5 | 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. | 9,068.9 | One Cubic Metre | - | - |
| 6 | 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. | 11,084.22 | One Cubic Metre | - | - |
| 7 | 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. | 3,443.15 | One Cubic Metre | - | - |
| 8 | 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. | 4,208.29 | One 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 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). | 2,407.91 | One Cubic Metre | - | - |
| 10 | Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller. | 13,873.3 | One Cubic Metre | - | - |
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