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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance | L1 | Accepted-Finance ACCEPT | |
| 2 | L2₹10.2 L+₹19,981.44 (2.00%)Rejected-Finance | L2 | Rejected-Finance REJECT | |
| 3 | L3₹10.3 L+₹29,972.15 (3.00%)Rejected-Finance | L3 | Rejected-Finance REJECT | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Sthal Pahani Dakhla Not Attach |
Tender Value
₹10.0 L
EMD Value
₹9,991
Closing Date
12 Aug 2024, 4:00 pmClosed
sarpanch gp
at lavale tal mulshi dist pune
Providing Underground Drainage 1
2024_RDPUN_1065515_1
gplav/Etender/24/25-1
Open Tender
Civil Works
Percentage
180 days
at gp office
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹9,991
Yes
16 Aug 2024
6 Aug 2024
13 Aug 2024
6 Aug 2024
12 Aug 2024
6 Aug 2024
eProcurement System Government of Maharashtra Created By: Ranjit Raut Created Date/Time: 16-Aug-2024 05:49 PM Tender Title: Providing Underground Drainage 1 Tender ID: 2024_RDPUN_1065515_1
Tender Inviting Authority: Sarpanch Grampanchayat Lavale Tal Mulshi Dist Pune
Name of Work: Providing Underground Drainage Line At Behind Mahatma Phule High School Of Lavale , Tal- Mulshi , Dist Pune
Contract No: gplav/Etender/24/25-1
SCHEDULE OF WORK / ITEM(S)
Sl.No Bidder Name Estimated Rate Quoted Percentage Quoted Rate in Figures and Words (Iteration 0)
1.00 Kunal Balasaheb Gole (GSTN-27BLSPG3705L1ZQ) BID ID -6036508 999071.76 3.00 1029043.91 Ten Lakh Twenty Nine Thousand Fourty Three
2.00 Vishal Ramesh Mohite(GSTN-NA)--6037334 999071.76 2.00 1019053.20 Ten Lakh Ninteen Thousand Fifty Three
3.00 Sardepatil Construction(GSTN-NA)--6038292 999071.76 0.00 999071.76 Nine Lakh Ninty Nine Thousand Seventy One
Lowest Amount Quoted BY: Sardepatil Construction(999071.76)
BOQ Summary Details Tender Title: Providing Underground Drainage 1 Tender ID: 2024_RDPUN_1065515_1
Sheet Name Sl.No Bidder Name Amount Bid Rank
BoQ1 1 Sardepatil Construction 999071.76 L1
2 Vishal Ramesh Mohite 1019053.20 L2
3 Kunal Balasaheb Gole 1029043.91 L3
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