Tenders Are Invited For Adaptation To Climate Change In The Mykanów Commune Through Modernization Water Rese ... in Poland

Work Detail

1) Part I - Adaptation To Climate Change In The Mykanów Commune Through Modernization Of Water Reservoirs - Desilting Of The Pond In Mykanów1. Name And Subject Of The Order: O Name Of The Task: Desilting Of The Pond In The Town Of Mykanów On Plot No. 562/3, Rev. 0021 Mykanów, Commune Mykanów. O Subject Of The Order: Execution Of Construction Works Consisting In Adapting The Existing Retention Reservoir To Changing Climatic Conditions, Including In Particular Cleaning And Desilting The Reservoir, Deepening The Pond Bowl And Performing Accompanying Works, In Accordance With The Design Documentation, Applicable Provisions Of Construction Law, Principles Of Technical Knowledge And Conditions Specified In The Order Documents. O Category Of The Construction Object: Water Management Facility - Open Retention Reservoir (Cat. Xxiv). 2. Investment Location: O Town / Plot: Mykanów / Plot No. 562/3, District 0021 Mykanów. O Commune / District / Voivodeship: Mykanów / Częstochowa / Silesia. O Plot Id: 240411_2.0021.562/3. O Access To The Area: Through The Road Located On Plot No. 561/2, District 0021 Mykanów. 3. Scope And Description Of The Planned Works: O Preparatory Works: Carrying Out Preparatory Works, Cutting Down Bushes And Trees And Clearing Out Stumps And Roots Colliding With The Investment, Obtaining By The Contractor (Based On A Power Of Attorney) Decisions/Permits To Remove Trees, If Required. O Earthworks: Cleaning The Bottom Of Silt And Sediments, Mechanical Deepening Of The Bowl, Profiling Of The Bottom And Slopes (Slope Of Approx. 1:2), Thickening The Slopes Using The Staggered Method. O Finishing Works: Grassing Slopes And Banks, Leveling The Area, Removing And Managing/Disposing Of Excess Excavated Material At The Contractors Expense. 4. Basic Technical Parameters: O Building Class / Type: Out Of Class / Retention Tank. O Area Of ​​The Tank Bowl: 3,029.0 M². O Water Surface Area: Approximately 3,353.0 M². O Maximum Depth: 2.00 M. O Water Volume At Max. Damming Level (Max Zw): Approximately 7,000.0 M³. O Slope Inclination: 1:2. O Characteristic Elevations: Slope Crown – 240.63 M Above Sea Level | Bottom Of The Reservoir – 238.63 M Above Sea Level | Max Water Level – 240.36 M Above Sea Level 5. Requirements For The Execution Of Works: O Compliance With Doc. Design, Stwiorb, The Pn-B-12095 Standard And The Principles Of Technical Knowledge. O Density Of Earth Bodies. O Written Consent Of The Owners Of Neighboring Areas Is Required If It Is Necessary To Enter Their Properties. 6. Environmental Protection And Health And Safety: O The Contractor Is Obliged To Comply With The Waste Act And The Environmental Protection Law. O Excess Soil And Silt Removed And Disposed Of At The Contractors Expense. O The Equipment Is Operational, Protected Against Leaks And Equipped With Sorption Mats/Sorbent. O Compliance With Occupational Health And Safety Regulations, With Particular Emphasis On Work Near Overhead And Underground Power Networks. The Contractor Is

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