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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance | -18.61% | ₹4.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 CrAdmitted-Finance | -11.52% | ₹4.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.6 CrAdmitted-Finance AT BALIPATNA DIST KENDRAPARA | KENDRAPARA | ODISHA | -10.23% | ₹4.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹4.7 CrAdmitted-Finance | -7.60% | ₹4.7 Cr | L4 | Admitted-Finance |
| 5 | L5₹4.8 CrAdmitted-Finance AT PO GAMUNDI DIST GANJAM ODISHA PIN 761133 | GAMUNDI | GANJAM | ODISHA | 761133 | -5.99% | ₹4.8 Cr | L5 | Admitted-Finance |
Tender Value
₹5.1 Cr
EMD Value
₹5.1 L
Closing Date
28 Apr 2026, 5:00 pmClosed
Managing Director
The Managing Director, WATCO Ground Floor, Unnati Bhawan, Satyanagar, Bhubaneswar-751007, Odisha, India (0674) 2571444
Design, Drawing, Const. Testing and Comm. of S/S, 610 KLD Sewage Treatment Plant (STP) and 11 Nos of 2.5 KLD Effluent Treatment Plant (ETP) inside Capital Hospital, Bhubaneswar including Operation and Maint. for a period of Five Years
2026_WATCO_127948_1
WATCO (W)-01(07)/2026-27 Dtd.02.04.2026
National Competitive Bid
Civil Works - Water Works
365 days
Capital Hospital, Bhubaneswar
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹5.1 L
Yes
1 Jul 2026
13 Apr 2026
30 Apr 2026
13 Apr 2026
28 Apr 2026
13 Apr 2026
13 Apr 2026 - 20 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 | 299.53 | - |
| 3 | For laying of Waste water pipe line from MH to MH & MH to STP (RCC NP3 Hume 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. | - | Cum | 299.53 | - |
| 4 | 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 | 299.53 | - |
| 5 | 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 200 mm dia pipe | - | Cum | 2,579.5 | - |
| 6 | 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 | 524.6 | - |
| 7 | Disposal of debris/surplus excavated material to the site about 5km away from the work site, complete as per standard detailed technical specifications and approved design and drawings, including hire charges of machineries, loading and unloading charges, with all lead and lift and any other incidental charges, complete direction of Engineer-in-charge. | - | Cum | 278.77 | - |
| 8 | Supplying all materials, labour, T&P for construction of circular type manholes with cover slab of Reinforced cement concrete M25,HD 20 precast manhole cover and ring, bottom slab & shaft made of Reinforced cement concrete M25 below 1.5m upto required depth with graded granite stone aggregate, foundation concrete(1:3:6) using graded HG stone aggregate 40mm nominal size, inside plastering 6mm thick (1:4) finished smooth with neat cement punning, outside plaster 12mm thick(1:4) and making benching with cement concrete M25 using graded granite stone aggregate, making smooth to the surface of benching and channel, testing & commissioning, lighting, watch & ward etc., all complete as per approved design & drawing & direction of Engineer in charge. (Excluding excavation which will be done separately as per site condition)
Size:- 1.20 x 0.90mtr (Circular) | - | Nos | 45,209.1 | - |
| 9 | Every Additional Depth of 0.10 mtr or part thereof upto 1.50 mtr. | - | Nos | 2,621 | - |
| 10 | Supplying all materials,labour and T&P for Constructing Inspection chamber with top slab in (1:1.5:3 ) mix & R.C.P.C. with inside plaster 12mm. thick with cement mortar (1:3) finished with neat cement punning, 12mm. thick out side plaster (1:3), flyash brick work with flyash bricks with crushing strength not less than 75kg/sqcm. in cement mortar (1:3) finished smooth complete as per specification & direction of Engineer in charge.
Size 0.75 x 0.75 x 0.45 m | - | Nos | 9,312.8 | - |
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