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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | -36.29% | ₹7.9 L | L1 | Admitted-Finance |
| 2 | L2₹9.7 L+₹1.7 L (21.6%)Admitted-Finance | -22.50% | ₹9.7 L+₹1.7 L (21.6%) | L2 | Admitted-Finance |
| 3 | L3₹9.7 L+₹1.8 L (22.1%)Admitted-Finance | -22.23% | ₹9.7 L+₹1.8 L (22.1%) | L3 | Admitted-Finance |
| 4 | L4₹9.8 L+₹1.9 L (23.5%)Admitted-Finance | -21.30% | ₹9.8 L+₹1.9 L (23.5%) | L4 | Admitted-Finance |
| 5 | L5₹10.5 L+₹2.6 L (32.6%)Admitted-Finance | -15.50% | ₹10.5 L+₹2.6 L (32.6%) | L5 | Admitted-Finance |
Tender Value
₹12.5 L
EMD Value
₹12,465
Closing Date
20 Feb 2026, 3:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
32. Construction of Concrete Road at Dattanagar at Lonikand,Tal.Haveli
2026_RDPUN_1276822_32
ZPPune/South/e-Tender/64/25-26
Open Tender
Civil Works
Percentage
100 days
Pune
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹12,465
Yes
8 May 2026
12 Feb 2026
21 Feb 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
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.
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 - II Material
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-incharge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required 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)
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
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