Tenders Are Invited For Feasibility Study – Mihona - Technical-Economic Documentation Development Services F ... in Romania
Tender Notice
TenderID
88532871
Tender Brief
Tenders Are Invited For Feasibility Study – Mihona - Technical-Economic Documentation Development Services For The Feasibility Study Phase, For The Investment Objective Proposed Works Related To The Hydrographic Space Delimited By The Tributaries Of The Elan River, Development Of The Mihona River, Vaslui County
Feasibility Study – Mihona - Technical-Economic Documentation Development Services For The Feasibility Study Phase, For The Investment Objective Proposed Works Related To The Hydrographic Space Delimited By The Tributaries Of The Elan River, Development Of The Mihona River, Vaslui County. Works Are Needed To Restore The Transport Capacity Of The Bed Through Development Works, Damming On Both Banks And The Creation Of A Non-Permanent Accumulation. Taking Into Account The Specificity Of The Problems Reported In The Basin, The Designer Will Analyze Through Hydraulic Modeling The Effect Of The Measures Envisaged On The Floodability Of The Studied Areas And Has Full Freedom To Propose Structural And Non-Structural Measures (Transversal/Longitudinal Accumulations, Bed Recalibrations, Construction Of Dykes, Relocation Of Dykes, Embankments, Retaining Walls, Etc.) With The Role Of Reducing The Damage Caused By Floods And Removing Under The Influence Of The Effects Of The Floods Of The Localities. The Following Work Proposals Will Be Taken Into Account, Which Have As Their Main Role The Reduction Of The Damage Caused By Floods And The Removal Of The Localities From The Effects Of Floods: Mihona River Development, County Vaslui - Embankment Of The River Bed For A Length Of 5 Km (Both Banks) - Arrangement Of The River Bed For A Length Of 2.5 Km - Non-Permanent Accumulation 1 Piece Estimated Works For Defense Against Floods Are: Creation Of Non-Permanent Accumulation, Regularization Of The River Bed, Protection Dikes Against Floods If Any The Case, Works On Sediment Control, Etc., According To Stas 4273/1983 And Stas 4068/2/1987 Respectively Class Iii Of Importance, Having The Calculation Flow Under Normal Conditions Of Execution = The Flow With The Annual Probability Of Exceeding 2% And The Verification Flows: - With The Probability Of 0.5% For The Accumulation Dam And The Annexed Constructions. - With The Probability Of 1% According To Gd. 846 Of August 11, 2010, For The Rest Of The Works (Protective Dam, Bed Calibrations, Etc.).
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