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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC | ₹11.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.2 L+₹15,379.78 (1.39%)Rejected-Finance | ₹11.2 L+₹15,379.78 (1.39%) | L2 | Rejected-Finance L2 |
| 3 | L3₹11.3 L+₹17,686.75 (1.60%)Rejected-Finance | ₹11.3 L+₹17,686.75 (1.60%) | L3 | Rejected-Finance L3 |
| 4 | L4₹11.7 L+₹60,237.48 (5.43%)Rejected-Finance | ₹11.7 L+₹60,237.48 (5.43%) | L4 | Rejected-Finance L4 |
| 5 | L5₹12.2 L+₹1.1 L (9.83%)Rejected-Finance MU PO VARVAND TA DAUND DIST PUNE 412 25 | VARVAND | PUNE | MAHARASHTRA | 41225 | ₹12.2 L+₹1.1 L (9.83%) | L5 | Rejected-Finance L5 |
Tender Value
₹12.8 L
EMD Value
₹12,816
Closing Date
22 Apr 2026, 5:00 pmClosed
Cheif Executive Officer Zilla Parishad Pune
Yashwantrao Chavan Bhavan Pune Camp Pune 411001
5.Repairs to Water Supply Scheme at Shilimb Tal Bhor
2026_RDPUN_1294907_5
ZP/PUNE/RWS/E-Tender/ 01 /2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
Pune
Please refer Tender Notice
3 documents required · 3 mandatory
₹590
₹12,816
Yes
23 Jul 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Sub-Estimate No.1 : Repairs to Existing Percolation well Item No.1 :- Desilting the supply Well intake Well Head Works Sump of Water Supply / Sewerage Works etc in wet or dry condition icluding lifts Upto 9.00m & Lead of | 1 | cum | - | - |
| - | Item No.2 :-Desmanting The RCC work 1:2:4 and sorting ot the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. comlete | 1 | cum | - | - |
| - | Item No.3 :-Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock,etc. by blasting / controlled blasting / chiselling as required in-charge, etc. complete, Lift 0.00 to 1.50 M | 0.8 | cum | - | - |
| - | Lift 1.50 to 3.00 M | 0.16 | cum | - | - |
| - | Item No.4 :- Excavation in general Hard Material………etc complete excluding reffiling. (for Head works on river side) Lift 3.0 to 4.50 M | 0.2 | cum | - | - |
| - | Lift 4.50 M to 6 M | 0.2 | cum | - | - |
| - | Lift 6 to 7.5 M | 0.2 | cum | - | - |
| - | Lift 7.5 to 9 M | 0.4 | cum | - | - |
| - | Lift 9 to 10.5 M | 0.76 | cum | - | - |
| - | Lift 10.5 to 12 M | 0.76 | cum | - | - |
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