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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | L1 | Accepted-AOC DUE TO L1 | |
| 2 | L2₹11.0 L+₹1,653.19 (0.15%)Rejected-Finance | L2 | Rejected-Finance DUE TO L2 |
Tender Value
₹11.0 L
EMD Value
₹23,000
Closing Date
29 Nov 2019, 12:00 pmClosed
EXECUTIVE ENGINEER RED KANPUR NAGAR
OFFICE OF EXECUTIVE ENGINEER RED VIKASH BHAWAN KNP
Construction of DRAIN AND FUTPATH AT WARD NO 70 MALVIYA VIHAR FROM SRI PRAHLAD HOUSE TO KESARI HOUSE AT KARRAHI
2019_REDUP_404138_3
1893/EE/RED/KANPUR/2019-20 DT 07.11.2019
Open Tender
Civil Works - Roads
Percentage
60 days
KANPUR NAGAR
TECHNICAL PART
2 documents required · 2 mandatory
₹855
EE RED
₹23,000
OFFICE OF EXECUTIVE ENGINEER RED VIKASH BHAWAN KNP
24 Jan 2020
15 Nov 2019
29 Nov 2019
15 Nov 2019
29 Nov 2019
15 Nov 2019
20 Nov 2019
eProcurement System Government of Uttar Pradesh Created By: Jitendra Singh Parmar Created Date/Time: 12-Dec-2019 02:35 PM Tender Title: Construction of DRAIN AND FUTPATH AT WARD NO 70 MALVIYA VIHAR FROM SRI PRAHLAD HOUSE TO KESARI HOUSE AT KARRAHI Tender ID: 2019_REDUP_404138_3
Tender Inviting Authority: EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT DIVISION KANPUR NAGAR
Name of Work: 3- Construction of DRAIN AND FUTPATH AT WARD NO 70 MALVIYA VIHAR FROM SRI PRAHLAD HOUSE TO KESARI HOUSE AT KARRAHI
Contract No: 1893/RED/NIVIDA/ FILE NO-1/BOND-CLERK/2019-20 DT 07.11.2019
SCHEDULE OF WORK / ITEM(S)
Sl.No Bidder Name Estimated Rate Quoted Percentage Quoted Rate in Figures and Words
1.00 hans construction 1102128.87 -.10 1101026.74 Eleven Lakh One Thousand Twenty Six
2.00 OMKAR CONTRACTORS 1102128.87 -.25 1099373.55 Ten Lakh Ninty Nine Thousand Three Hundred and Seventy Three
Lowest Amount Quoted BY: OMKAR CONTRACTORS(1099373.55)
BOQ Summary Details Tender Title: Construction of DRAIN AND FUTPATH AT WARD NO 70 MALVIYA VIHAR FROM SRI PRAHLAD HOUSE TO KESARI HOUSE AT KARRAHI Tender ID: 2019_REDUP_404138_3
Sheet Name Sl.No Bidder Name Amount Bid Rank
BoQ1 1 OMKAR CONTRACTORS 1099373.55 L1
2 hans construction 1101026.74 L2
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