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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.6 CrAdmitted-Finance | -16.53% | ₹27.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹32.3 CrAdmitted-Finance PLOT NO GA 62 GAYATRI VIHAR PATIA BHUBANESWAR ODISHA PIN 751024 | KHORDHA | ODISHA | 751024 | -2.34% | ₹32.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical AT 601 SAHID NAGAR BHUBANESWAR 751007 | BHUBANESWAR | KHORDHA | ODISHA | 751007 | - | - | - | Rejected-Technical Not Qualified |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualified |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualified |
Tender Value
₹33.0 Cr
EMD Value
₹33.0 L
Closing Date
15 May 2026, 5:30 pmClosed
Commissioner, Brahmapur Municipal Corporation
Berhampur Municipal Corporation, Berhampur
Construction of 2B-G-3 stored Building of Giri market Complex cum Vending Zone at ward no. 18
2026_ORULB_128294_1
BeMC(BAM)/325/2026-27
National Competitive Bid
Civil Works - Others
545 days
Berhampur Municipal Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹33.0 L
Yes
1 Jun 2026
23 Apr 2026
19 May 2026
23 Apr 2026
15 May 2026
23 Apr 2026
23 Apr 2026 - 8 May 2026
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 |
|---|---|---|---|---|---|
Earth Work in excavation of foundation all kinds of soil within initial leads of 50m & lifts of 1.5m including dressing and levelling of bed etc. and adding contractor's profit and over head charges, etc. complete in all respect | - | Cum | - | - | |
Earth work excavation in Hard soil using one cum Bucket Hydraluc Excavator with all leads and lifts and transpotation of ecavated matiral by mechcanical means. and direction of Engg -in- charge (upto 1.5m depth from ground level), (including Convayance up to 5 km lead) | - | Cum | - | - | |
Earth work excavation in Hard soil using one cum Bucket Hydraluc Excavator with all leads and lifts and transpotation of ecavated matiral by mechcanical means. and direction of Engg -in- charge ( 1.5m to 4.5 m depth from ground level) (including Convayance up to 5 km lead) | - | Cum | - | - | |
Earth work excavation in Hard soil using one cum Bucket Hydraluc Excavator with all leads and lifts and transpotation of ecavated matiral by mechcanical means. and direction of Engg -in- charge ( 4.5m to 7.5 m depth from ground level) (including Convayance up to 5 km lead) | - | Cum | - | - | |
Supplying & filling foundation and plinth with course sand well watered and rammed including cost, cost of all labour, carriage, royalty, etc complete. | - | Cum | - | - | |
Filling foundation with excavated earth (2/3 of rate) | - | Cum | - | - | |
C.C (1:4:8) with 4cm size HG CRUSHER BROKEN metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C | - | Cum | - | - | |
C.C (1:4:8) with 4cm size HG CRUSHER BROKEN metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C (depth 4.5 m to 7.5 m from ground level) | - | cum | - | - | |
C.C (1:3:6) with 25mm to 40mm size CRUSHER BROKEN metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C | - | cum | - | - | |
2.50 cm thick grading concrete using C.C. (1:2:2) with 6mm sizes down graded H.G. chips on new work ( 1st Floor Roof) | - | sqmt | - | - |
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