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| Tender ID | 4810017 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Improvement To Gheradi Alegaon Mudshingi Chalisdhond Laxmidhahivadi Gunjegaon Tanali Kasegaon Road Mdr 168 Km 41/00 To 46/00 Tal-pandharpur Dist.solapur. |
| Last Date For Submission | 10th Jul, 2026 |
| Opening Date | 13 Jul, 2026 |
| Document Cost | 3540.00 |
|---|---|
| EMD | 1096500.00 |
| Estimated Cost | 219281294.00 |
| City | Pandharpur |
|---|---|
| State | Maharashtra |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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. | 34019.370 | One Cubic Metre |
| 2 | 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. | 6003.420 | One Cubic Metre |
| 3 | 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 Percent of standard proctor density etcetra complete (Material obtained from Other sources). | 18333.940 | One Cubic Metre |
| 4 | Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401. For Grading II Material. | 12392.880 | One Cubic Metre |
| 5 | Construction of granular sub-base by providing close graded Material, spreading in uniform layers with Motor Grader/ Paver on prepared surface,mixing by mix in place method with rotavator at Optimum Moisture Content and compacting with vibratory roller to achieve the desired density complete as per clause 401. For Grading III Material. | 1316.000 | One Cubic Metre |
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