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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.1 LAdmitted-Finance | -0.07% | ₹12.1 L | L1 | Admitted-Finance |
| 2 | L2₹12.1 LAdmitted-Finance | -0.05% | ₹12.1 L | L2 | Admitted-Finance |
| 3 | L3₹12.1 LAdmitted-Finance | -0.03% | ₹12.1 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical self declaration not attached, GST not valid |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical self declaration not attached |
Tender Value
₹12.1 L
EMD Value
₹12,095
Closing Date
6 Dec 2025, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp,Pune-1
19.Construction Of Metal Road To Golegaon Fakiri Thakarwadi Road , At Village - GOLEGAON, Tal. Junnar, Dist. Pune.
2025_RDPUN_1253636_19
ZPPune/North/e-tender/86/25-26
Open Tender
Civil Works - Roads
100 days
Pune
As per Tender Notice NIT
9 documents required · 9 mandatory
₹590
₹12,095
Yes
23 Feb 2026
29 Nov 2025
8 Dec 2025
29 Nov 2025
6 Dec 2025
29 Nov 2025
Part - A Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means
Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)(Non SCADA Item)
Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) (Non SCADA Item)
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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
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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