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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance AT PO PATRAPADA PS KHANDAGIRI DIST KHURDHIA 751019 | KHANDAGIRI | KHURDA | ODISHA | 751019 | -28.55% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 CrAdmitted-Finance BHUBANESWAR MUNICIPAL CORPORATION BHUBANESWAR | -23.50% | ₹1.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.7 CrAdmitted-Finance | -22.20% | ₹1.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.7 CrAdmitted-Finance | -21.99% | ₹1.7 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.8 CrAdmitted-Finance | -17.02% | ₹1.8 Cr | L5 | Admitted-Finance |
Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
6 May 2026, 5:00 pmClosed
BDO BHUBANESWAR
PANCHAYAT SAMITI OFFICE, BHUBANESWAR
AS PER BOQ
2026_BBSR_127880_1
01/BPS/2026-27
Open Tender
Civil Works - Buildings
270 days
EKAMRA COLLEGE
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹2.2 L
Yes
29 May 2026
7 Apr 2026
7 May 2026
7 Apr 2026
6 May 2026
7 Apr 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 |
|---|---|---|---|---|---|
| 1 | Earthwork Excavation in hard soil such as morrum, hard soil, gravelly soil or slushy soil for foundation of wall, columns, plinth beams, basement, rail ducts, trenches, under ground sumps, septic tanks etc. including shoring, strutting, bailing out water/pumping out water if required, refilling the trenches / foundation pits in layers of 150mm to 200mm, ramming, watering consolidating removing and stack-ing simultaneously the surplus excavated stuff as directed within the site area upto a lead of 100m and or spreading the same in layers for site development and consoli-dating as directed, including cost of labour tools and plants, taxes etc. complete as per direction of Engineer-In-Charge.From exiting ground level upto 1.5 M depth. - Ground Floor | 1 | Cum. | - | - |
| 2 | Providing, supplying and filling approved local sand in foundation, trenches, & plinth foundation areas, and foundation surrounding areas in layers of 150mm to 200mm including watering, ramming and consolidating, transportation, freight, loading, unloading, labour, T&P, taxes, octori, levies, royalties, spreading and compacting etc. complete as per direction of Engineer-in-charge. - Ground Floor | 1 | Cum. | - | - |
| 3 | Providing, supplying & laying in position machine mixed plain cement concrete in volumetric proportion (1:3:6) of any thickness for M-15 or volumetric proportion 1: 3: 6 (1:cement, 3 coarse sand: 6 HG stone crusher broken stone aggregates of size 37mm and down) in required thickness, for foundations, below walls, column footings, sunk floor, terraces, rafts, roads at any height above plinth level, at any depth below floors, plinth protection, etc. including centering and shuttering, if required, laying, spreading, ramming, consolidating, as per requirement and curing etc. including cost of all materials, transportation, loading, unloading, labour, T&P, taxes, duties, levies, octori, royalties etc. complete as per direction of Engineer- in-charge. - Ground Floor | - | Cum. | - | - |
| 4 | Providing, supplying and constructing Brick masonry in CM 1:6 (1 cement: 6 coarse sand) In foundation and Plinth with 1st class quality approved FLY ASH bricks having minimum crushing strength 75kg/sqcm including soaking the bricks in water vat for 24hoursbefore use in foundation at all levels below and upto highest plinth level, all necessary scaffolding, racking out the joints, in foundation upto plinth level, including cost of all materials, transportation, curing, loading, unloading, labour, T&P taxes, duties, levies, octroi royalties etc. complete as per direction of Engineer in-charge.- - Ground Floor | 1 | Cum. | - | - |
| 5 | RCC M-20 Grade using 20 mm to 10 mm size crushed stone aggregates mixed by concrete mixer ,laying in layers compacting by vibrator and all leads and lift including frame works etc. complete as per direction of Engineer –In-Charge. - Column Base/ Footing-Raft | - | Cum. | - | - |
| 6 | RCC M-20 Grade using 20 mm to 10 mm size crushed stone aggregates mixed by concrete mixer ,laying in layers compacting by vibrator and all leads and lift including frame works etc. complete as per direction of Engineer –In-Charge. - Plinth Beam | - | Cum. | - | - |
| 7 | RCC M-20 Grade using 20 mm to 10 mm size crushed stone aggregates mixed by concrete mixer ,laying in layers compacting by vibrator and all leads and lift including frame works etc. complete as per direction of Engineer –In-Charge. - Column - Ground Floor | 1 | Cum. | - | - |
| 8 | RCC M-20 Grade using 20 mm to 10 mm size crushed stone aggregates mixed by concrete mixer ,laying in layers compacting by vibrator and all leads and lift including frame works etc. complete as per direction of Engineer –In-Charge. - Column - First Floor | 1 | Cum. | - | - |
| 9 | RCC M-20 Grade using 20 mm to 10 mm size crushed stone aggregates mixed by concrete mixer ,laying in layers compacting by vibrator and all leads and lift including frame works etc. complete as per direction of Engineer –In-Charge. - Column - Second Floor | 1 | Cum. | - | - |
| 10 | RCC M-20 Grade using 20 mm to 10 mm size crushed stone aggregates mixed by concrete mixer ,laying in layers compacting by vibrator and all leads and lift including frame works etc. complete as per direction of Engineer –In-Charge. - Column - Head Room -Third Floor | - | Cum. | - | - |
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