Tenders Are Invited For Construction Supervision Services - Supervision Services Site Management Of The Execution Of C+M Works For The Investment Objective Non-Permanent Accumulation Corbești, Bihor County - Remaining To Be Executed -

Construction Supervision Services - Supervision Services / Site Management Of The Execution Of C+M Works For The Investment Objective Non-Permanent Accumulation Corbești, Bihor County - Remaining To Be Executed -. The Purpose Of The Application Of This Public Procurement Procedure Is The Conclusion Of The Contract For The Supervision / Site Management Of The Execution Of Construction Works - Installation For The Investment Objective Permanent Accumulation Corbești, Bihor County - Remaining To Be Executed - According To The Requirements Of The Specifications, In Compliance With The Legislation In Force And The Community Regulations. The Non-Permanent Accumulation Corbești, With The Main Role Of Mitigating Flood Waves, Is Classified In The Iii Class Of Importance According To Stas 4273/83 And Dimensioned According To Stas 4068/87 At The Calculation Flow Q2% And Verified At Q0.5%. According To Ntlh21, The Dam Is In Category C, Normal, Current Tracking Rb=0.245. The Description Of The Technical Solutions Approved For The Investment Object Non-Permanent Storage Corbești, Bihor County, - Remains To Be Executed - Is Presented Below, As Follows: Reservoir Characteristics: - Flood Volume Corresponding To Q1% = 117 Mc/S, V = 5.18 Million Mc; - Flood Volume Corresponding To Q0.5% = 142 Mc/S, V = 6.29 Million Mc; - Q Emptying = 52.44 Mc/S (Calculation) / Qdischarge = 53.43 Mc/S (Verification); - With A Load Of H = 1.43 M, A Flow Of 147.00 Mc/S Is Discharged; - With A Load Of H = 0.71 M, A Flow Of 53.68 Mc/S (Functional Discharge). = 2,303,036 M3 - Compared To The Original 1,300,000 M3 Corbești Dam - Dam Body - Dam Elevation - Dam Hearth - The Area Will Be Waterproofed By A Series Of Vertical Boreholes - Dam Mask - The Geomembrane Mask Will Be Executed And Not The One Originally Designed, Made Of Concrete - The High Water Discharger - The High Water Evacuator Was Designed As A Type Of Frontal Outlet Executed Entirely On The Dam Fill -Bottom Draining - It Was Necessary To Extend The Existing Bottom Drain, Downstream, With Another Section Of Approximately 13.00 M Length, Which Will Be Embedded Downstream In The Rapid Channel Of The High Water Discharger. And Control The Description Of The Proposed Works Is Presented In Chapter 2.1.2. Proposed Works In Accordance With The Technical Documentation.