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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.3 CrAdmitted-Finance | -10.80% | ₹9.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.8 Cr+₹50.0 L (5.39%)Admitted-Finance | -5.99% | ₹9.8 Cr+₹50.0 L (5.39%) | L2 | Admitted-Finance |
| 3 | L3₹9.9 Cr+₹59.8 L (6.45%)Admitted-Finance GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | -5.05% | ₹9.9 Cr+₹59.8 L (6.45%) | L3 | Admitted-Finance |
| 4 | L4₹9.9 Cr+₹60.4 L (6.51%)Admitted-Finance | -4.99% | ₹9.9 Cr+₹60.4 L (6.51%) | L4 | Admitted-Finance |
Tender Value
₹10.4 Cr
EMD Value
₹10.4 L
Closing Date
22 Feb 2024, 5:00 pmClosed
Chief Engineer Buildings and Bridges
Office of EIC RW Odisha Bhubaneswar
Construction of H.L bridge over lndravati River on Pendhusi to Champachuan road in the district of Kalahandi under BSY for the year 2023-24
2024_CERWI_100942_4
Tender Online-14/2023-24 (Bridges)
National Competitive Bid
Civil Works - Bridges
Percentage
547 days
Bhawanipatna
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹10.4 L
Yes
6 Aug 2024
10 Feb 2024
23 Feb 2024
10 Feb 2024
22 Feb 2024
10 Feb 2024
10 Feb 2024 - 21 Feb 2024
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 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 | 232.3 | ₹139.38 |
| 2 | Providing, fitting, fixing and placing in position steel cutting edge including cost of steel etc required as per approved drawing and technical specifications Section 1200 & 1900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. | 1 | Qntl | 11,328.7 | ₹11,317.37 |
| 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 | In all kinds of soil | - | - | - | - |
| 3.02 | Upto 10.00m depth | - | - | - | - |
| 3.03 | 8.00 m dia well (Abutment) | - | Rmt | 32,338.82 | - |
| 3.04 | 7.50 m dia well (Pier) | - | Rmt | 28,422.79 | - |
| 3.05 | Construction of R.C.C well sinking in soft rock (Non coring)/Boulder/Hard Soil) (wherein SPT>100) to lines levels and plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge (upto 10 mtr depth) | - | - | - | - |
| 3.06 | 8.00 m dia well (Abutment) | - | Rmt | 1,43,188.25 | - |
| 3.07 | 7.50 m dia well (Pier) | - | Rmt | 1,25,849.05 | - |
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