Tenders Are Invited For Construction Of A Sanitary Sewage System In Zebrzydowice In The Area Of ​​Ul. Asnyka in Poland

Work Detail

The Subject Of The Order Is The Construction Of A Sanitary Sewage System That Will Be Implemented In A Rural Commune. Location Of The Project: - Town: Zebrzydowice, - Registration District: Zebrzydowice Dolne, District Number (0007), The Aim Of The Investment Is To Increase Access To Sewage Infrastructure And To Raise The Standard Of Quality Of Life In Rural Areas Thanks To The Development Of Sewage Infrastructure. The Investment Also Aims To Increase The Investment Potential In The Rural Area Around Ul. Asnyk In Zebrzydowice. The Implementation Of The Wastewater Management Project Will Contribute To Improving The Quality Of The Environment And The Improvement Of The Living Conditions And Standard Of Living Of The Village Inhabitants. The New Sanitary Sewage System Will Be Made Of The Following Materials And Diameters Used During Construction: - Gravity Sanitary Sewage System Will Be Made Of Pipes: Pvc Ø 250, Pvc Ø 200, Pvc Ø 160, Pe Ø 200, - Pressure Sanitary Sewage System Will Be Made Of Pe Pipes Ø 63; Complete Sewage Pumping Station – 1 Set. – In Accordance With The Technical Documentation. The Sewage System Will Be Constructed Using Traditional Excavations And Directed Drilling Technology. The Total Length Of The Sanitary Sewage Network Planned For The Project Is Approximately 2.5 Km. An Ultrasonic Flow Meter Will Be Installed In The Sanitary Sewage Network, Adapted To The Existing Gzwik System In Zebrzydowice. The Project Area Includes The Following Technical Infrastructure (Ground And Underground): - Water Supply Networks With Connections To Buildings, - Gas Network With Connections To Buildings, - Telecommunications Cables, - Underground Power Cables, - Overhead Power Lines. No Negative Geodynamic Processes And Anthropogenic Factors That May Have A Negative Impact On The Designed Facility. The Morphology Of The Area Does Not Indicate Any Threat Of Surface Mass Movement Of Earth Masses. Due To The Presence Of Groundwater Tables, Drainage Works Must Be Carried Out At The Construction Stage. Drainage Of Excavations Can Be Done With Wellpoints. If The Starting Chamber Casing Is Constructed In A Casing, E.G. A Recessed Sheet Pile Wall, The Water Supply To The Excavation Will Be Cut Off And Drainage Will Be Limited To Pumping Out The Water From Inside The Casing. Due To The Presence Of Partially Cohesive Soil In The Subsoil In A Plastic And Soft Plastic State Under The Designed Wells, It Is Proposed To Partially Replace The Soil In A Way That Will Prevent Uneven Settlement. For The Given Conditions, Simple Ground Conditions And Category I Were Adopted. The Detailed Scope Of The Task Is Included In The Technical Documentation Attached To The Swz.

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