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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | L1 | Accepted-AOC BELOW | |
| 2 | L2₹1.4 L+₹1,879.44 (1.39%)Rejected-Finance | L2 | Rejected-Finance HIGH |
Tender Value
₹1.7 L
EMD Value
₹17,000
Closing Date
12 Nov 2025, 12:00 pmClosed
EE CD-1 PWD Chitrakoot
Office of EE CD-1 PWD Chitrakoot
Construction work of 1x1000 mm dia hume pipe culvert in Piprauhi Link Road Under Special Repair
2025_CEBAN_1086018_14
1176/A-16 Date 14-10-2025
Open Tender
Civil Works
Fixed-rate
60 days
Chitrakoot
Please refer Tender documents.
2 documents required · 2 mandatory
₹680
₹17,000
Office of EE CD-1 PWD Chitrakoot
28 Jan 2026
1 Nov 2025
12 Nov 2025
1 Nov 2025
12 Nov 2025
1 Nov 2025
4 Nov 2025
eProcurement System Government of Uttar Pradesh Created By: AKHILESH KUMAR Created Date/Time: 29-Nov-2025 06:29 PM Tender Title: Construction work of 1x1000 mm dia hume pipe culvert in Piprauhi Link Road Under Special Repair Tender ID: 2025_CEBAN_1086018_14
Tender Inviting Authority: EXECUTIVE ENGINEER, CONSTRUCTION DIVISION-1, P.W.D., CHITRAKOOT
Name of Work: Construction work of 1x1000 mm dia hume pipe culvert in Piprauhi Link Road Under Special Repair.
SCHEDULE OF WORK / ITEM(S)
Sl.No Bidder Name Estimated Rate Quoted Percentage Quoted Rate in Figures and Words (Iteration 0)
1.00 m/s raj kumar singh contractor (GSTN-09ANIPS9745F2ZB) BID ID -5665962 170857.86 -20.00 136686.29 One Lakh Thirty Six Thousand Six Hundred and Eighty Six
2.00 SIDHYA NARAYAN MISHRA CONTRACTOR & SUPPLIER (GSTN-NA) BID ID -5666772 170857.86 -21.10 134806.85 One Lakh Thirty Four Thousand Eight Hundred and Six
Lowest Amount Quoted BY: SIDHYA NARAYAN MISHRA CONTRACTOR & SUPPLIER(134806.85)
BOQ Summary Details Tender Title: Construction work of 1x1000 mm dia hume pipe culvert in Piprauhi Link Road Under Special Repair Tender ID: 2025_CEBAN_1086018_14
Sheet Name Sl.No Bidder Name Amount Bid Rank
BoQ1 1 SIDHYA NARAYAN MISHRA CONTRACTOR & SUPPLIER (BID ID -5666772) 134806.85 L1
2 m/s raj kumar singh contractor (BID ID -5665962) 136686.29 L2
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