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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance | -0.05% | ₹8.8 L | L1 | Admitted-Finance |
| 2 | L2₹8.8 LAdmitted-Finance | -0.01% | ₹8.8 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Declaration not submitted |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Affidavit not valid |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Affidavit not valid |
Tender Value
₹8.8 L
EMD Value
₹8,830
Closing Date
26 Dec 2025, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp,Pune-1
7. Construction of internal concrete road at Titeghar. Tal - Bhor
2025_RDPUN_1261093_7
ZPPune/North/e-tender/95/25-26
Open Tender
Civil Works - Roads
Pune
As per tender notice
9 documents required · 9 mandatory
₹590
₹8,830
Yes
6 Jan 2026
18 Dec 2025
27 Dec 2025
18 Dec 2025
26 Dec 2025
18 Dec 2025
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
Providing and laying concrete pipes of I.S.NP. class of 300mm diaMetre in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
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