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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 CrAccepted-AOC BEHIND KRUSHI VAIBHAV LAWN BALAJI NAGAR DONGAON ROAD MEHKAR TQ MEHKAR DIST BULDHANA | ₹16.2 Cr Quoted ₹15.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹16.2 Cr+₹37.1 L (2.35%)Rejected-Finance | ₹16.2 Cr+₹37.1 L (2.35%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical B 301 KAPIL UPAVAN BIBWEWADI PUNE 411037 | PUNE | PUNE | MAHARASHTRA | 411037 | - | - | Rejected-Technical Disqualify |
| Sl No | Description | Qty | Unit | SHREE PALSIDDHA CONSTRUCTION L1 | SRL CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00Improvement To Pimprimali Mehkar Antri Dishmukh Gundha Road SH-460 Km 40/000 to 58/000 Tq.Mehkar Dist. Buldhana | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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 mm in thickness. | 22,280 | Sqm | 11.76 ₹2,62,012.8 Lowest | 12.48 ₹2,78,054.4 |
| 2.00 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges | 47,217.5 | Sqm | 27.44 ₹12,95,648.2 Lowest | 29.4 ₹13,88,194.5 |
| 3.00 | 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 50m. and spreading for embankment or stacking as directed. | 20,273.54 | Cum | 116.62 ₹23,64,300.24 Lowest | 124.95 ₹25,33,178.82 |
| 4.00 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) | 164.39 | Cum | 220.5 ₹36,248 Lowest | 236.25 ₹38,837.14 |
| 5.01 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-41 | 1,620 | Cum | 1,060 ₹17,17,200 Lowest | 1,089.72 ₹17,65,346.4 |
| 5.02 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-42 | 1,620 | Cum | 1,041 ₹16,86,420 Lowest | 1,070.59 ₹17,34,355.8 |
| 5.03 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-43 | 1,620 | Cum | 1,023 ₹16,57,260 Lowest | 1,051.72 ₹17,03,786.4 |
| 5.04 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-44 | 388.8 | Cum | 1,023 ₹3,97,742.4 Lowest | 1,051.72 ₹4,08,908.74 |
| 5.05 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-45 | 1,061.34 | Cum | 1,041 ₹11,04,854.94 Lowest | 1,070.59 ₹11,36,259.99 |
Tender Value
₹16.0 Cr
EMD Value
₹16.3 L
Closing Date
16 Jan 2026, 6:00 pmClosed
Executive Engineer P.W.Dn. Buldhana.
Office of the Executive Engineer P.W.Dn. Buldhana.
Improvement To Pimprimali Mehkar Antri Dishmukh Gundha Road SH-460 Km 40/000 to 58/000 Tq.Mehkar Dist. Buldhana (Under CRF)
2026_PWR_1267367_1
E-TENDER NOTICE NO. 37/2025-26
Open Tender
Civil Works - Roads
Item Rate
400 days
Tq. Mehkar Dist. Buldhana
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹16.3 L
Office of the Chief Engineer P.W.R. Amravati
31 Jul 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
16 Jan 2026
9 Jan 2026
13 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Improvement To Pimprimali Mehkar Antri Dishmukh Gundha Road SH-460 Km 40/000 to 58/000 Tq.Mehkar Dist. Buldhana | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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 mm in thickness. | 22,280 | Sqm | - | - |
| 2 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges | 47,217.5 | Sqm | - | - |
| 3 | 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. | 20,273.54 | Cum | - | - |
| 4 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) | 164.39 | Cum | - | - |
| 5.01 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-41 | 1,620 | Cum | - | - |
| 5.02 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-42 | 1,620 | Cum | - | - |
| 5.03 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-43 | 1,620 | Cum | - | - |
| 5.04 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-44 | 388.8 | Cum | - | - |
| 5.05 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & 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) Km No-45 | 1,061.34 | Cum | - | - |
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