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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC | ₹20.9 L Quoted ₹14.0 L | L1 | Accepted-AOC accepted |
| 2 | L2₹14.2 LRejected-Finance | ₹14.2 L | L2 | Rejected-Finance High Bid |
| 3 | L3₹14.3 LRejected-Finance | ₹14.3 L | L3 | Rejected-Finance High Bid |
| 4 | L4₹15.0 LRejected-Finance | ₹15.0 L | L4 | Rejected-Finance High Bid |
| 5 | L5₹15.6 LRejected-Finance | ₹15.6 L | L5 | Rejected-Finance High Bid |
Tender Value
₹20.9 L
EMD Value
₹20,886
Closing Date
17 Mar 2026, 3:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
2. IMPROVEMENT TO KANHOJI MAHARAJ SAMADHI MANDIR ROAD AT KENDUR TAL-SHIRIR
2026_RDPUN_1285188_2
ZPPune/South/e-Tender/67/25-26
Open Tender
Civil Works
180 days
Pune
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹20,886
19 May 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
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.
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
Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)(Non SCADA item)
Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
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