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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.1 LAccepted-AOC | ₹17.1 L | 1 | Accepted-AOC Ist lowest bidder |
| 2 | 2₹18.0 LRejected-Finance AT CHULIA BANGURA ORAF KUSIA BAUNSAPAL PO KAMAKHYANAGAR DISTRICT DHENKANAL | ₹18.0 L | 2 | Rejected-Finance Other than Ist Lowest |
| 3 | 2₹18.0 LRejected-Finance | ₹18.0 L | 2 | Rejected-Finance Other than Ist Lowest |
| 4 | 3₹18.1 LRejected-Finance | ₹18.1 L | 3 | Rejected-Finance Other than Ist Lowest |
| 5 | 4₹19.4 LRejected-Finance AT BAHARANA PO BAULANGA PS GOP DIST PURI | PURI | ODISHA | 752001 | ₹19.4 L | 4 | Rejected-Finance Other than Ist Lowest |
Tender Value
₹21.4 L
EMD Value
₹21,436
Closing Date
20 Feb 2026, 5:00 pmClosed
General Manager, WATCO Division, Puri
General Manager, WATCO Division, Puri At- WW road,Puri
Construction of 3nos Drinking water Kiosk under Nimapara NAC
2026_WPURI_125602_1
GMWATCOPURI/26-01/2025-26
National Competitive Bid
Civil Works - Water Works
Percentage
60 days
Nimapara
Please refer to tender documents
3 documents required · 3 mandatory
₹7,080
₹21,436
Yes
12 Jun 2026
9 Feb 2026
21 Feb 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
9 Feb 2026 - 13 Feb 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 |
|---|---|---|---|---|---|
| 1Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. | |||||
| 1.01 | Kisok sump portion Kisok front & all side platform balance portion Kisok protection wall right & left side Kisok protection wall [ rear side] For Laying of Loading Pipe - 25mm dia PVC pipe 110mm pipe line - for 3nos at New Bus stand, Dolabedi Chack, Tahasil Office | 40.95 | cum | 299.53 | ₹12,265.75 |
| 2 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered etc as per direction of Engineer - in - Charge. UGR sump area for 3nos | 57.18 | cum | 701.89 | ₹40,134.07 |
| 3Supplying all materials, labour and T&P for filling approved SAND of specified quality under floors, in foundations, plinths, etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts,including loading, unloading, spreading in layers all complete as per drawings, specifications and direction of Engineer-incharge. | |||||
| 3.01 | UGR sump base Kisok front side platform stage-1 Kisok protection wall [right & left side] Kisok protection wall [rear side] UGR annular space UGR annular space for 3nos | 30.66 | cum | 450.72 | ₹13,819.08 |
| 4 | Cement concrete (1:3:6) using 40 mm. size hard granite crusher broken metal including watering and curing including cost, conveyance, royalties and taxes of all materials, labour, T&P etc. complete as directed by Engineer-in charge. UGR sump base Kisok protection wall [right & left side] Kisok protection wall [rear side] Kisok front side platform stage-1 ramp way Kisok front side platform stage-I | 5.7 | cum | 6,166.78 | ₹35,150.65 |
| 5 | Supplying all materials, labour and T & P for Cement concrete (1:2:4) with 12mm size crusher broken hard granite metal including cost of all labour, materials with all taxes, lead, T & P etc all complete and as per direction of Engineer -in-Charge. Kisok protection wall [right & left side] Kisok protection wall [rear side] Kisok front side platform stage-1 ramp way Kisok front side platform stage-II for 3nos | 1.53 | cum | 7,759.79 | ₹11,872.48 |
| 6 | Brick work with Fly ash bricks of 25cmx12cmx8cm. Size having crushing strength not less than 75 Kg/Sqcm. With dimensional tolerance +2%. percentt in cement mortar (1:6) in foundation and plinth Front Platform stage-I left & right side Platform stage-I front ramp front ramp crosswall stage-II for 3nos | 1.08 | cum | 5,678.68 | ₹6,132.97 |
| 7 | Brick work with Fly ash bricks of 25cmx12cmx8cm. Size having crushing strength not less than 75 Kg/Sqcm. With dimensional tolerance +2%. percentt in cement mortar (1:3) in foundation and plinth UGR sump side walls (from sump base to top for 3nos | 2.43 | cum | 6,108.8 | ₹14,844.38 |
| 8 | Brick work with Fly ash bricks of 25cmx12cmx8cm. Size having crushing strength not less than 75 Kg/Sqcm. With dimensional tolerance +2%. percentt in cement mortar (1:6) in Superstructure .Kiosk room walls Kiosk room walls Parapet on roof both side (+5'') Parapet on roof both side (+0'') Parapet on roof both side (+0'') Parapet on roof both side (-5'') Parapet on roof both side (-5'') Parapet on roof rear side (+5'') Parapet on roof rear side (+00'') Parapet on roof rear side (-05'') front side parapet pillar Plant Base Plant Base (-) Deduction Door - D Ventelator - Drinking Water Tap front for 3nos | 18.48 | cum | 5,712.01 | ₹1,05,557.94 |
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