Tenders Are Invited For Interreg Next Polska - Ukraine - Construction Of Sanitary Sewage System In Garwolin Ul. Acacia, Rataja, Klonowa

Tender Detail

95454004
TI.271.5.2025
Self-Funded
Tenders Are Invited For Interreg Next Polska - Ukraine - Construction Of Sanitary Sewage System In Garwolin Ul. Acacia, Rataja, Klonowa
NCB
central europe
European Union
08-05-2025

Work Detail

1. The Subject Of The Contract Is The Implementation Of The Task Entitled: Interreg Next Polska - Ukraine Improvement Of The Cross -Border Environmental Protection System In The City Of Garwolin And The Mokobody Commune In Poland And In The City Of Brody In Ukraine Through The Development Of Sewage Infrastructure - Construction Of Sanitary Sewage System In Garwolin Ul. Akacjowa, Rataja, Klonowa. Sanitary For Residential And Service Buildings In Garwolin On The Streets Of Akacjowa, Rataj And Klonowa. As Part Of The Investment, 2978.5 Mb Of A Fully Functional Sewage Network Will Be Created, In Which Connections From Adjacent Properties Will Be Included. The Built -In Sewage Network Will Be Connected To The Existing Sanitary Equipment System That Discharges The Waste To The Sewage Treatment Plant In Garwolin. The Planned Scope Of Work Under The Construction Of The Sewage Network Will Include In Particular: The Construction Of The Main Dn200 Sewage Channel With A Total Length Of 2978.5 Meters, Construction Of Dn160 Connections To The Adjacent Properties Receiving Sewage From The Internal Sewage Network And Transporting Them To The Municipal Sewage Network, Execution Of 123 Sewage Wells, Conducting Drilling And Impressive Works With A Length Of 200 Meters, Excavations Partly With A Commotion And Partly With Native Soil. The Sewage Network, Which Will Be Built As Part Of The Investment Task, Will Be Included In The Existing S1 Well Located Near The Existing Sewage Pumping Station. The Sanitary Sewage System Will Be Made Of High -Strength Pvc Pipes - Sdr34 Heavy Type With Sn 8 Peripheral Rigidity And A Full Homogeneous Wall That Will Be Connected With Cups And Rubber Seals. The Pipes Will Be Arranged In Straight Sections On Sand Bedding On The Collapse Of The Line Of The Line, The Inspection Wells Should Be Locked. Wells Made Of Pvc With A Diameter Of 425 Mm, Telescopic Type, With An Unplanned Cast Iron Cover With A Load Capacity Of 40 Tons (Class D400). Cast Iron Covers Of Street Wells And Inputs Will Be Placed On A Concrete Plate, Which Maintains The Main Pipe Of The Well, Relieving Its Load. As Part Of The Implementation Of The Task, Accompanying Works Will Also Be Performed, I.E. A Geodetic Sealing Of The Sewage Network And The Location Of The Well, As Well As The Preparation Of The As -Inventory Of The As -To Pavement Pavement With Restoration Of Layers Of Road/Pavement Structure. The Contracting Authority Also Provided For Possible Pumping Of Groundwater. After Completion Of Construction Works, Cleaning Works Should Be Carried Out In The Area Covered By The Investment And In The Adjacent Areas. 2. A Detailed Description Of The Subject Of The Contract Is Determined By The Attached To Swz:- Construction Project;- Technical Specifications;- Geotechnical Opinion; In Addition, The Bill Of Quantities Is Made Available.

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