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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC AT GODADHARPRASAD P O GODADHARPRASAD P S ITAMATI DIST NAYAGARH PIN 752068 | GODADHARPRASAD | NAYAGARH | ODISHA | 752068 | ₹4.2 L | L1 | Accepted-AOC Successful bidder |
| 2 | L1₹4.2 LRejected-Finance AT LATHOR PO LATHOR PS HARISHANKAR ROAD DIST BALANGIR PIN 767038 | BALANGIR | ODISHA | 767038 | ₹4.2 L | L1 | Rejected-Finance Unsucessful bidder in trannsparent Lottery System |
| 3 | L1₹4.2 LRejected-Finance A T PO PS LATHOR DIST BOLANGIR | LATHOR | BOLANGIR | ODISHA | ₹4.2 L | L1 | Rejected-Finance Unsucessful bidder in trannsparent Lottery System |
| 4 | L1₹4.2 LRejected-Finance | ₹4.2 L | L1 | Rejected-Finance Unsucessful bidder in trannsparent Lottery System |
| 5 | L1₹4.2 LRejected-Finance AT KADOPADA PO PATNAGARH PS PATNAGARH DIST BOLANGIR | PATNAGARH | BOLANGIR | ODISHA | ₹4.2 L | L1 | Rejected-Finance Unsucessful bidder in trannsparent Lottery System |
Tender Value
₹4.2 L
EMD Value
₹4,240
Closing Date
25 Feb 2026, 5:00 pmClosed
Executive Engineer, R.W.Division,Patnagarh
O/o the Superintending Engineer, R.W.D, Patnagarh
S/R to PWD Road to Bender for the year 2025-26
2026_CERWI_126258_6
EEPTNG-online-20/2025-26
Open Tender
Civil Works - Roads
30 days
Patnagarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹4,240
Yes
15 Apr 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
18 Feb 2026 - 24 Feb 2026
Earth work in excavation of foundation trench in all kinds of soil with all lead & lift including dressing and levelling the bed and depositing the excavated earth as directed by EIC
Filling foundation and plinth with sand well watered and rammed with cost of sand etc. complete.
P.C.C.( 1:3:6 ) in foundation using 40 mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.
C.C. (1:2:4) 12 mm size chips with cost, conveyance and taxes etc. complete.
Earth work in ordinary soil within 50m lead and 1.5m initial lift including rough dressing and breaking clodds to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of EIC.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing etc complete
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techsummary_581830.pdf
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aoc.pdf
finance_581830.pdf
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