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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.4 LAdmitted-Finance | -0.01% | ₹12.4 L | L1 | Admitted-Finance |
| 2 | L2₹12.6 LAdmitted-Finance MU PO VADKI TAL HAVELI DIST PUNE | +2.00% | ₹12.6 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical self Declaration not attached |
| 4 | Rejected-Technical MU PO VADKI TAL HAVELI DIST PUNE | PUNE | MAHARASHTRA | 410301 | - | - | - | Rejected-Technical more than 4 works in hand |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical self declaration not attached |
Tender Value
₹12.4 L
EMD Value
₹12,385
Closing Date
17 Jan 2026, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp,Pune-1
13.Construction of Cement Concrete Road from Sonai Industrial Estate towards Shripad Hotel at Pirangut km 0/00 to 0/200,Tq,-Mulshi,Dist,Pune
2026_RDPUN_1268059_13
ZPPune/North/e-tender/99/25-26
Open Tender
Civil Works - Roads
Pune
Please refer Tender documents.
9 documents required · 9 mandatory
₹590
₹12,385
Yes
23 Feb 2026
10 Jan 2026
19 Jan 2026
10 Jan 2026
17 Jan 2026
10 Jan 2026
Part - A 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.
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)
Providing and laying in situ cement concrete M -20 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 -- M30 Item Converted to M20 Item. DIfference in Cost of Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30 Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00
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
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.
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete
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.
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