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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹1.5 CrRejected-AOC BLOCK G 9A NASKARHAT KOLKATA WEST BENGAL INDIA 700 039 | KOLKATA | WEST BENGAL | 700039 | ₹1.5 Cr | L2 | Rejected-AOC Not a lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
22 Apr 2026, 5:00 pmClosed
Managing Director
The Managing Director, WATCO Ground Floor, Unnati Bhawan, Satyanagar, Bhubaneswar-751007, Odisha, India (0674) 2571444
Design, Drawing, Construction, Testing and Commissioning of Sewerage System, 80 KLD Effluent Treatment Plant (ETP) inside Rourkela Government Hospital, Rourkela including Operation and Maintenance for a period of Five Years
2026_WATCO_127774_1
WATCO (W)-30(01)/2025-26 Dtd.23.03.2026
National Competitive Bid
Civil Works - Water Works
Percentage
365 days
Rourkela Government Hospital
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹1.7 L
Yes
3 Aug 2026
6 Apr 2026
24 Apr 2026
6 Apr 2026
22 Apr 2026
6 Apr 2026
6 Apr 2026 - 13 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 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking into pieces not exceeding 0.02 cum in volume, and stacking serviceable materials at designated locations and disposing of dismantled materials up to a lead of 1000 metres, including stacking serviceable and unserviceable materials separately, complete as per the direction of the Engineer-in-Charge. | - | Cum | 1,738 | - |
| 2 | Earthwork excavation in all kind of soil and hard rock / laterite rock.
For laying of waste water pipe line (PVC SWR (Type-B) Pipe)
Supplying all labours and T&P for earth work in all kind of soil within 50mtr inttial lead including rough dressing and breaking of clods maximum 5cmto 7cm size and laying in layers not exceeding 0.30mtr in depth as per direction of Engineer -in -charge.
Upto 1.50 mtr. Depth | - | Cum | - | - |
| 3 | For laying of Waste water pipe line from Inspection chamber to manhole chamber (DWC Pipe)
Supplying all labours and T&P for earth work in all kind of soil within 50mtr inttial lead including rough dressing and breaking of clods maximum 5cmto 7cm size and laying in layers not exceeding 0.30mtr in depth as per direction of Engineer -in -charge.
Upto 1.50 mtr. Depth | - | Cum | - | - |
| 4 | Beyond 1.50 - 3.00 mtr. Depth | - | Cum | 407.41 | - |
| 5 | Excavation of foundation in laterite rock or any hard rock (other than granite )removed by chiselling including dressing and leveling the bed not exceeding 1.5mtr depth and depositing the soil within 50mtr initial lead as per specification approved by the Deptt.
Beyond 1.50 - 3.00 mtr. Depth | - | Cum | 3,043.4 | - |
| 6 | For construction of Manhole chamber
Supplying all labours and T&P for earth work in all kind of soil within 50mtr inttial lead including rough dressing and breaking of clods maximum 5cmto 7cm size and laying in layers not exceeding 0.30mtr in depth as per direction of Engineer -in -charge.
Upto 1.50 mtr. Depth | - | Cum | - | - |
| 7 | Beyond 1.50 - 3.00 mtr. Depth | - | Cum | 407.41 | - |
| 8 | Excavation of foundation in laterite rock or any hard rock (other than granite )removed by chiselling including dressing and leveling the bed not exceeding 1.5mtr depth and depositing the soil within 50mtr initial lead as per specification approved by the Deptt.
Beyond 1.50 - 3.00 mtr. Depth | - | Cum | 3,043.4 | - |
| 9 | Providing and laying granular bedding of size not less than 25mm for sewer line trenches approved quality crushed stone / coarse sand / granular material for sewer line trenches, including spreading, levelling, watering, ramming and consolidation by mechanical means or punners, complete, as per specification and direction of the Engineer-in-Charge. (except DI Pipe)
For 150 mm dia | - | Cum | - | - |
| 10 | Supplying all materials, labour, T & P for refilling the trenches with Sand in layers of 300mm thick, including watering, ramming and consolidation, etc complete as per specification and direction of the Engineer-in-Charge. | - | Cum | 601.6 | - |
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