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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69,321Accepted-AOC URAN ISLAMPUR TAL WALWA DIST SANGLI | URAN ISLAMPUR | SANGLI | MAHARASHTRA | 415409 | ₹69,321 | L1 | Accepted-AOC work order Item wise |
| 2 | l2₹71,766+₹2,445 (3.53%)Rejected-Finance | ₹71,766+₹2,445 (3.53%) | l2 | Rejected-Finance L2 reject |
| 3 | L3₹72,470+₹3,149 (4.54%)Rejected-Finance | ₹72,470+₹3,149 (4.54%) | L3 | Rejected-Finance L3 REJECT |
| 4 | Not Admitted-Fee/PreQual/Technical GOTKHINDI SANGLI | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical FLAT NO 201 GAURAV RESIDENCY 14 1 RAILWAY LINES SOLAPUR | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Pratik Sambhaji Desai L3 | Nikhil Lalaso Desai L1 | RUTURAJ SANJAY JADHAV L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD REPAIR | ||||||
| 1.01 | 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 50m. and spreading for embankment or stacking as directed. | 1 | CUM | 155 ₹155 | 123.5 ₹123.5 Lowest | 150 ₹150 |
| 1.02 | 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 50m.and spreading for embankment or stacking as directed. | 1 | CUM | 175 ₹175 | 144 ₹144 Lowest | 170 ₹170 |
| 1.03 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed | 1 | CUM | 260 ₹260 | 202 ₹202 Lowest | 244 ₹244 |
| 1.04 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 1 | CUM | 870 ₹870 | 700 ₹700 Lowest | 850 ₹850 |
| 1.05 | Supplying soft murum at the road site, including conveying and stacking complete. | 1 | CUM | 860 ₹860 | 700 ₹700 Lowest | 840 ₹840 |
| 1.06 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 1 | CUM | 105 ₹105 | 81 ₹81 Lowest | 95 ₹95 |
| 1.07 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | 1 | SQM | 30 ₹30 | 21 ₹21 Lowest | 26 ₹26 |
| 1.08 | Picking the road surface including sectioning etc. complete (WBM surface.) | 1 | SQM | 45 ₹45 | 32 ₹32 Lowest | 40 ₹40 |
| 1.09 | Picking the road surface including sectioning etc. complete (BT surface.) | 1 | SQM | 55 ₹55 | 45 ₹45 Lowest | 50 ₹50 |
Tender Value
₹75 L
EMD Value
₹75,000
Closing Date
13 May 2026, 5:00 pmClosed
CHIEF OFFICER URUN ISHWARPUR MUNICIPAL COUNICIL
URUN ISHWARPUR MUNICIPAL COUNICIL
To supply materials for repair of roads in Urun Ishwarpur Municipal Council In Ward No 1 to 7 area as per requirement and to complete the work as per PWD specification as well as instructions from Municipal Council.
2026_DMA_1299980_1
UINP/WORK-12/538/2026
Open Tender
Civil Works
Item Wise
90 days
URUN ISHWARPUR MUNICIPAL COUNICIL
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
₹75,000
16 Jul 2026
5 May 2026
14 May 2026
5 May 2026
13 May 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD REPAIR | |||||
| 1.01 | 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 50m. and spreading for embankment or stacking as directed. | - | CUM | 100 | - |
| 1.02 | 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 50m.and spreading for embankment or stacking as directed. | - | CUM | 100 | - |
| 1.03 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed | - | CUM | 100 | - |
| 1.04 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | CUM | 100 | - |
| 1.05 | Supplying soft murum at the road site, including conveying and stacking complete. | - | CUM | 100 | - |
| 1.06 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | - | CUM | 100 | - |
| 1.07 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | - | SQM | 100 | - |
| 1.08 | Picking the road surface including sectioning etc. complete (WBM surface.) | - | SQM | 100 | - |
| 1.09 | Picking the road surface including sectioning etc. complete (BT surface.) | - | SQM | 100 | - |
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