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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAdmitted-Finance | ₹24.9 L | L1 | Admitted-Finance |
| 2 | L2₹25.2 LAdmitted-Finance | ₹25.2 L | L2 | Admitted-Finance |
| 3 | L3₹25.8 LAdmitted-Finance | ₹25.8 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected due to PTECII not submited, Machinary agreemnt /Owner document not submited |
Tender Value
₹24.9 L
EMD Value
₹24,908
Closing Date
17 Jan 2026, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp,Pune-1
12.Concreting the road in Dayawasti, Landevadi village, Taluka Ambegaon
2026_RDPUN_1268059_12
ZPPune/North/e-tender/99/25-26
Open Tender
Civil Works - Roads
Pune
Please refer Tender documents.
9 documents required · 9 mandatory
₹590
₹24,908
10 Feb 2026
10 Jan 2026
19 Jan 2026
10 Jan 2026
17 Jan 2026
10 Jan 2026
Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff 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 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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.
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 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)
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 B (11.2 mm) Aggregate)
Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.(Non SCADA Item)
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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