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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | -33.88% | ₹8.3 L | L1 | Admitted-Finance |
| 2 | L2₹9.0 L+₹73,544 (8.91%)Admitted-Finance | -27.99% | ₹9.0 L+₹73,544 (8.91%) | L2 | Admitted-Finance |
| 3 | L3₹9.4 L+₹1.1 L (13.4%)Admitted-Finance | -25.00% | ₹9.4 L+₹1.1 L (13.4%) | L3 | Admitted-Finance |
| 4 | L4₹9.7 L+₹1.4 L (17.5%)Admitted-Finance | -22.33% | ₹9.7 L+₹1.4 L (17.5%) | L4 | Admitted-Finance |
| 5 | L5₹9.7 L+₹1.5 L (17.6%)Admitted-Finance | -22.22% | ₹9.7 L+₹1.5 L (17.6%) | L5 | Admitted-Finance |
Tender Value
₹12.5 L
EMD Value
₹12,486
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
1. improvement ON Kavathe Yemai Malvadevasti to Yemai Devi Temple road AT KAVATHE YEMAI TAL-SHIRUR
2026_RDPUN_1285188_1
ZPPune/South/e-Tender/67/25-26
Open Tender
Civil Works
Percentage
100 days
Pune
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹12,486
Yes
8 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
Providing and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete. RCC 200 Metre Stone in CC 1:4:8
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard ReflectoMetre of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
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