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Tender ID
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₹19.4 CrAccepted-AOC | L1 | Accepted-AOC Frist Lowest | |
| 2 | L2₹19.6 Cr+₹14.6 L (0.75%)Rejected-AOC NEAR OLD TOLL NAKA RA MA 75 F INDIAN OVERSEAS BANK PUNE NAGAR ROAD RANJANGAON GANPATI PUNE 412 | PUNE | PUNE | MAHARASHTRA | 412220 | L2 | Rejected-AOC L2 | |
| 3 | L3₹20.5 Cr+₹1.0 Cr (5.31%)Rejected-AOC C | 411017 | L3 | Rejected-AOC L3 | |
| 4 | L4₹20.7 Cr+₹1.3 Cr (6.52%)Rejected-AOC 42 4 1 DESHMUKH NAGAR JUNI MIDC ROAD GODOLI SATARA | L4 | Rejected-AOC L4 | |
| 5 | L5₹21.5 Cr+₹2.0 Cr (10.3%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹26.8 Cr
EMD Value
₹13.4 L
Closing Date
30 Jun 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer MIDC Civil Division Pune
Office of Executive Engineer, MIDC Civil Division Telco Road Chinchchwad
Talegaon Industrial Area, Ph I. Widening of existing North and South side roads to Four lane road at plot of Ms. Hyundai at T.I.A. Ph I
2025_MIDC_1186590_1
36303
Open Tender
Civil Works
Item Rate
Talegaon Industrial Area, Ph I
Please refer Tender documents.
15 documents required · 15 mandatory
₹30,680
₹13.4 L
23 Jul 2025
4 Jun 2025
1 Jul 2025
4 Jun 2025
30 Jun 2025
20 Jun 2025
4 Jun 2025 - 11 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub Estimate No. 1 Widening of existing North side road to Four lane road at plot of M/s. Hyndai at T.I.A., Ph-I | |||||
| 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. | 150 | Cubic Meter | - | - |
| 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. | 220 | Cubic Meter | - | - |
| 1.03 | 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 50m. and spreading or stacking as directed. | 220 | Cubic Meter | - | - |
| 1.04 | Excavation for roadway in hard rock by wedging and chiselling or line drilling 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. | 150 | Cubic Meter | - | - |
| 1.05 | 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 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. | 610 | Cubic Meter | - | - |
| 1.06 | 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) | 8,240 | Cubic Meter | - | - |
| 1.07 | Watering to optimum moisture content and rolling to maximum dry density by roller to the final formation of road in cutting in soil and murum.) (Rates excluding GST)
With 8-10 tonne roller | 5,900 | Square Meter | - | - |
| 1.08 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | 472 | Cubic Meter | - | - |
| 1.09 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | 1,760 | Cubic Meter | - | - |
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