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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical AT PO BALIGAN PS CHANDBALI DIST BHADRAK PIN 756133 | BALIGAN | BHADRAK | ODISHA | 756133 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical AT PATULI PO BALIGAN PS CHANDABALI DIST BHADRAK PIN 756133 | CHANDABALI | BHADRAK | ODISHA | 756133 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹7.9 Cr
EMD Value
₹7.9 L
Closing Date
4 Aug 2026, 5:00 pmClosed
Executive Officer
NAC Office, Chandbali NAC
Construction of Market Complex Building Hata Phase 1 under Chandbali NAC
2026_ORULB_135969_1
CNB/01/2026-27
Open Tender
Civil Works - Buildings
Percentage
Hata, Chandbali NAC
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹7.9 L
Yes
5 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
4 Aug 2026
17 Jul 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 | Earth work in excavation of foundation trenches in all kids of soil including dressing and leavelling the bed upto the required depth and depositing the excaveted materials with all leads & lifts T&P Shoring and shuttering watering if necessary etc. complete as per directed by the Engineer-in-charge. | 2,717.42 | Cum | 255.43 | ₹6,94,110.59 |
| 2 | Supplying and filling foundation and plinth with sand watered and rammed including cost, conveyance, royalties and taxes of all materials and cost of all labour, T&P required for the work etc. complete (measurement will be taken on finished compacted section only) as directed by the Engineer-in Charge | 2,298.86 | Cum | 1,624 | ₹37,33,348.64 |
| 3 | Cement concrete (1:3:6) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge . | 650.19 | Cum | 8,128.59 | ₹52,85,127.93 |
| 4 | Cement concrete (1:2:4) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge . | 113.63 | Cum | 8,838.14 | ₹10,04,277.85 |
| 5 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Column Footing Base | 898.64 | Cum | 7,700.57 | ₹69,20,040.22 |
| 6 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Plinth Beam | 195.75 | Cum | 7,700.57 | ₹15,07,386.58 |
| 7 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR R.C.C. Columns | 219.57 | Cum | 7,700.57 | ₹16,90,814.15 |
| 8 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Lintel | 19.17 | Cum | 7,700.57 | ₹1,47,619.93 |
| 9 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Roof Beam(Ground floor) | 250.22 | Cum | 7,700.57 | ₹19,26,836.63 |
| 10 | R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR R.C.C. Roof Slab | 366.59 | Cum | 7,700.57 | ₹28,22,951.96 |
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