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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹12.2 CrAccepted-AOC | 1st | Accepted-AOC Agreement no. 55 P1 of 2024-25 | |
| 2 | 2nd₹12.3 Cr+₹11.8 L (0.96%)Rejected-Finance | 2nd | Rejected-Finance 2nd Lowest |
Tender Value
₹11.6 Cr
EMD Value
₹11.6 L
Closing Date
23 Nov 2023, 5:00 pmClosed
CE Buildings and Bridges
Office of EIC RW Odisha Bhubaneswar
Construction of Bridge over Johara nallah at 2nd Km on Jerragam to Deoril PS road in the district of Koraput to Dukribhatta road in under BSY for the year 2021-22
2023_CERWI_96807_2
Tender Online-09/2023-24 (Bridges)
National Competitive Bid
Civil Works - Bridges
Percentage
547 days
Jeypore
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹11.6 L
Yes
30 Apr 2025
10 Nov 2023
24 Nov 2023
10 Nov 2023
23 Nov 2023
10 Nov 2023
10 Nov 2023 - 22 Nov 2023
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for bridge works in all kinds of soil, by mechanical means utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge. | 0.6 | Cum | 193.6 | ₹115.97 |
| 2 | Providing , fitting, fixing and placing in position steel cutting edge including cost of steel etc required as per approved drawing and technical specifications as per Section 1200 & 1900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. | 0.8 | MT | 1,09,307.9 | ₹87,337.01 |
| 3Providing all machineries , labour, T&P & sinking of single circular well of specified external diameter through all types of soil / rock as specified below as shown against each case complete as per drawing & technical specification section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Enginer-in charge. (Depth of sinking is reckoned from bed level. | |||||
| 3.01 | 1) In all kinds of soil (Upto 10m. Depth) | - | - | - | - |
| 3.02 | a) For 8.00m dia abutment wells | - | Rmt | 32,338.83 | - |
| 3.03 | b) For 7.50m dia. pier wells | - | Rmt | 28,422.79 | - |
| 3.04 | For 11 th Suceessive meter depth | - | - | - | - |
| 3.05 | a) For 8.00m dia abutment wells | - | Rmt | 32,768.03 | - |
| 3.06 | For 12 th Suceessive meter depth | - | - | - | - |
| 3.07 | a) For 8.00m dia abutment wells | - | Rmt | 33,197.23 | - |
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