Tenders Are Invited For Construction Of A Water Supply Network In Siadcza

1. The Subject Of The Order Is Construction Of A Water Supply Network In Siadcza, Min. Reconstruction Of The Existing And Functioning Water Treatment Plant, In The Following Scope: - Construction Of A Water Retention Tank, - Construction Of New Water Intakes, - Construction Of Construction Equipment Related To The Facility Along With Other Necessary Infrastructure For The Operation Of The Facility. The Existing Water Treatment Plant Is Located On The Outskirts Of The Village Bełcze, Apart From Residential Buildings, In The Area Of ​​Meadows, Arable Fields And Forests. Registration Plot No. 99, District 0008 Siadcza. Plot For The Construction Of A Water Retention Tank - Plot No. 125, District 0001 Bełcze. Construction Of A Water Supply Network With Connections - District 0001 Bełcze, Plot No. 410/2, 410/4, 392/1, 413, 392/2, 392/3; District 0009 Susłów, Plot No. 457, 108/4; Precinct 0008 Siadcza, Plot No. 166, 142/3, 142/1, 63, 99, 63/7, 105, 107, 102, 101, 96, 64/4, 81, 63/8, 98/6. Reconstruction Of The Station Water Treatment Is To Provide Drinking Water To Some Residents Of The Bojadła Commune. It Is Planned To Completely Replace The Water Treatment Technology Equipment Inside The Existing Suw Station Building, Build A Second-Stage Pumping Station For The Distribution Network, Build An External Tank For Storing Treated Water, And Construct Two New Water Wells Along With Other Accompanying Infrastructure. The Renovation Of The Building Is Planned As Part Of This Investment. Station By Renovating The Facade, Removing The Joinery And Renovating The Internal Walls And Electrical Installation. The Water Retention Tank Is A Cylindrical Steel Tank, Single-Chamber, Above Ground, Designed On The Basis Of A Circular Projection. The Tank Is Placed On A Foundation Slab. Tank Parameters: - Maximum Diameter Of The Tank: 4.74 M, - Maximum Height Of The Tank: 5.80 M, (Height Measured From The Ground Next To The Tank), - Usable Area: 15.89 M2, - Building Area: 17 .64 M2, - Gross Volume Of The Tank: 78.3 M3, - Active Capacity Of The Tank: 75 M3, - Level 0: 56.55 M Above Sea Level. Due To The Designed Tank, It Is Necessary To Connect The Tank With The Water Treatment Plant Building. Sections Of The Network And Installations Should Be Made Of Pe Pipes, Electrofusion Welded. A Well Was Provided Next To The Reservoir To Collect Water From The Reservoirs Emergency Overflow And Then Into The Existing Storm Sewage System. The Washing Water From The Design Station Is Planned To Be Discharged Into The Existing Washing Water Installation, For Which The Investor Has A Water Law Permit. - As Part Of Its Duties, The Contractor Will Ensure The Preparation Of A Survey And A Water Law Permit For Changes After The Modernization Of The Suw Station, - As Part Of The Works, The Contractor Will Close The Existing Water Intakes Together With All Formalities In This Regard, - The Contractor, As Part Of His Duties On Behalf Of The Ordering Party, Will Accept The Entire Construction Pro