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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC aoc |
| 2 | L2₹4.7 L+₹37,701.36 (8.81%)Rejected-Finance | ₹4.7 L+₹37,701.36 (8.81%) | L2 | Rejected-Finance NOT ADMITTED |
| 3 | L3₹4.8 L+₹49,221.22 (11.5%)Rejected-Finance | ₹4.8 L+₹49,221.22 (11.5%) | L3 | Rejected-Finance NOT ADMITTED |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
12 Mar 2025, 12:00 pmClosed
E.E. Construction Division-2, P.W.D. Jaunpur
E.E. Construction Division-2, P.W.D. Jaunpur
RO Varanasi Azamgarh se Balua link road km 1(500)
2025_CEUVZ_1010565_6
584/4A DATE 21.02.2025
Open Tender
Civil Works
Fixed-rate
60 days
JAUNPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹60,000
Yes
24 Apr 2026
28 Feb 2025
12 Mar 2025
28 Feb 2025
12 Mar 2025
28 Feb 2025
eProcurement System Government of Uttar Pradesh Created By: Rajesh Rao Created Date/Time: 18-Mar-2025 12:09 PM Tender Title: RO Varanasi Azamgarh se Balua link road km 1(500) Tender ID: 2025_CEUVZ_1010565_6
Tender Inviting Authority: EE, CD-2, P.W.D., JAUNPUR
Name of Work:-RO Varanasi Azamgarh se Balua link road km 1(500)
Notice No:- 584/4A date 21-02-2025
SCHEDULE OF WORK / ITEM(S)
Sl.No Bidder Name Estimated Rate Quoted Percentage Quoted Rate in Figures and Words (Iteration 0)
1.00 NEELAM SINGH (GSTN-NA) BID ID -5043917 523630.00 -18.30 427805.71 Four Lakh Twenty Seven Thousand Eight Hundred and Five
2.00 MANOJ KUMAR SINGH (GSTN-NA) BID ID -5036082 523630.00 -8.90 477026.93 Four Lakh Seventy Seven Thousand Twenty Six
3.00 DAYA SHANKAR SINGH (GSTN-NA) BID ID -5039561 523630.00 -11.10 465507.07 Four Lakh Sixty Five Thousand Five Hundred and Seven
Lowest Amount Quoted BY: NEELAM SINGH(427805.71)
BOQ Summary Details Tender Title: RO Varanasi Azamgarh se Balua link road km 1(500) Tender ID: 2025_CEUVZ_1010565_6
Sheet Name Sl.No Bidder Name Amount Bid Rank
BoQ1 1 NEELAM SINGH (BID ID -5043917) 427805.71 L1
2 DAYA SHANKAR SINGH (BID ID -5039561) 465507.07 L2
3 MANOJ KUMAR SINGH (BID ID -5036082) 477026.93 L3
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