Tenders Are Invited For Adaptation To Climate Change In The Złocieniec Commune By Increasing The Natural Ret ... in Poland

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Detailed Description Of The Subject Of The Order: The Subject Of The Order Is The Construction Of A Storm Sewage System In Śląska, Zielona And Lipowa Streets On Plots No. 387, 386, 143/2, 142, 141, 121, 281/7, District 0006 Złocieniec, Together With The Construction Of A Drainless, Tight Retention Tank On Plots No. 383, 384, 385 Obręb 0006 Złocieniec Oraz Odtworzeniem Całkowitym Nawierzchni Bitumicznych Powyższych Ulic. The Planned Project Was Divided Into Three Tasks. Task 1 - Increasing The Natural Retention Of Lake Maleszewo By Providing Additional Amounts Of Rainwater From Śląska Street, The Zielona Part Of Lipowa Street Below The Railway Tracks, Using The Designed Storm Sewage System. Task 2 - Retention Of Rainwater Collected Through The Designed Storm Sewage System From The Part Of Lipowa Street Above The Railway Tracks, In A Tight, Drainless Reservoir. Task 3 - Pre-Purification Of Rain/Meltwater And Increasing The Stabilization Of The Water Level Of Lake Maleszewo By Constructing Water Facilities In The Form Of A Gravel And Stone Rapids, A Hydrophyte Pre-Treatment Tank And Rebuilding The Rainwater Drainage System And Outlet. According To The Design Documentation, The Scope Of The Investment Includes: Task 1 - Networks: Facility 1A) Construction Of A Gravity Rainwater Drainage Network Dn 200-Dn700 In Accordance With Pt, B) Construction Of A Separator With A Settling Tank In Place Of A Well (D1.1) On Plot 143/2, Precinct 0006 In Accordance With Pt, C) Construction Of A Separator With A Settling Tank In Place Of A Well (D1.1.1) On Plot 143/2 Precinct 0006 In Accordance With Pt, D) Construction Of Street Inlets In Accordance With Pt, Facility 2A) Reconstruction Of A Section Of The Water Supply In Śląska Street By Relocating A Section Of The Existing Water Supply So That It Does Not Interfere With The Planned Storm Sewage System In Accordance With Pt. Technical Parameters Of The Network And Land Infrastructure Devices For Task No. 1 Are Included In Table No. 1, Point And Subsection 3.1.1. All Construction Works Related To Task No. 1 Should Be Performed In Accordance With Detailed Design Solutions Included In The Folder - 3. Pt. Task 2A) Water Management Facilities: Object 3A) Construction Of A Tight Open Retention Reservoir With A Capacity Of 1640 M3 Along With An Access Road In Accordance With Pt, Object 4A) Construction Of A Construction Object (Water Facility) In The Form Of A Rainwater Drainage Outlet To The Newly Designed Reservoir In Accordance With Pt, B) Networks: Object 5A) Construction Of A Gravity Rainwater Drainage Network Dn 200-Dn600 In Accordance With Pt, B) Construction Of A Separator With A Sedimentation Tank In Place Of The Well (D32.1) On Plot 386, District 0006 In Accordance With Pt, C) Construction Of Street Inlets In Accordance With Pt. Technical Parameters Of The Network And Land Infrastructure Devices For Task No. 1 Are Included In Table No. 3, Point And Subpoint 3.2.1. Ptall Construction Works Related To Task No. 2 Shou

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