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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | -31.34% | ₹8.2 L | L1 | Admitted-Finance |
| 2 | L2₹8.3 LAdmitted-Finance | -30.27% | ₹8.3 L | L2 | Admitted-Finance |
| 3 | L3₹8.6 LAdmitted-Finance | -27.72% | ₹8.6 L | L3 | Admitted-Finance |
| 4 | L4₹8.7 LAdmitted-Finance | -27.19% | ₹8.7 L | L4 | Admitted-Finance |
| 5 | L5₹8.9 LAdmitted-Finance | -25.10% | ₹8.9 L | L5 | Admitted-Finance |
Tender Value
₹11.9 L
EMD Value
₹11,889
Closing Date
22 Dec 2025, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp,Pune-1
5.Improvement to Road Sal Babhulwadi Bendmala via Pokharkarwadi Shiv Road Tal. Ambegaon
2025_RDPUN_1259679_5
ZPPune/North/e-tender/93/25-26
Open Tender
Civil Works - Roads
180 days
Pune
As per tender notice
9 documents required · 9 mandatory
₹590
₹11,889
10 Feb 2026
15 Dec 2025
23 Dec 2025
15 Dec 2025
22 Dec 2025
15 Dec 2025
Part - A 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.
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.
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 all sorts of soils.
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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.
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)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete
Spreading hard murum/ soft murrum/ gravel or kankar for side width complet
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete
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