Tenders Are Invited For Strengthening And Anti-Erosion Measures In The Town Of Belene, Within The Scope Of K ... in Bulgaria

Work Detail

The Subject Of The Public Procurement Includes The Smr For The Site: Strengthening And Anti-Erosion Measures In The Town Of Belene, Within The Scope Of Kraidunavski Park, Quarter 153, Town Of Belene-Ii Stage. The Activities Envisage The Construction Of A Retaining Wall In Upi Ii, Quarter 153, Town Of Belene Https://Maps.App.Goo.Gl/5Epqs4247nxsmnxu6 (From O.T.603 To The Existing Retaining Wall To O.T.601) With A Total Length Of 100M To Control Erosion Processes Along The Unfortified Bank Of The Danube River In The Northwestern End Of Belene, And Strengthening The Slope. According To Sketch No. 204/ 06.10.2023, Ed. From The Municipality Of Belene, Property Upi Ii-1261, Square 153, According To The Zrp Of The City Of Belene, It Is Allocated For Technical Infrastructure, And According To Sketch No. 15-1063723/ 06.10.2023. Of Sgkk Pleven, Pi With Identifier 03366.602.1477 Is Of Permanent Use For A Facility For Preventive Protection. To Control The Developed Erosion Processes And Strengthen The Slope, It Is Planned To Build A Retaining Wall With A Height Up To The Upper Edge Of The Slope. The Retaining Wall Is Implemented By Modular Systems Terramesh (Or Equivalent) And Is A Front Construction Of Staggered Gabions Stacked On Top Of Each Other With Tails Towards The Back, With An Overlap Of 0.50 Cm. According To The Terrain Conditions, The Construction Consists Of Three Sections: Section 1 With A Length Of 37 M - Behind The Existing Retaining Wall, Two Rows Of Gabions Are Built Along The Slope; Section 2 With A Length Of 58 M - The Unprotected Slope East Of The Retaining Wall Is Strengthened In Height By Six Rows Of Gabions. Gabion Mattresses Are Installed In Front Of The First (Bottom) Row; Section 3 With A Length Of 4 M - The South-Eastern End Of The Slope Is Strengthened With 5 Rows Of Gabions. The Gabions And Gabion Mattresses Are Filled With Crushed Stone Fraction 63/180 Mm. The Front Part (The Baskets) Of The Modular Gabion System Is Manually Filled With Graded Stone. To Ensure Good Drainage Of The Slope, Stability And Durability Of The Structure, It Is Planned To Lay A Non-Woven Needle Punched Geotextile Between The Ground Base And The Modular System, On The Tails Of The Gabions And The Back Of The Baskets. To Ensure Good Drainage Of The Slope, Stability And Durability Of The Structure, It Is Planned To Lay A Non-Woven Needle Punched Geotextile Between The Ground Base And The Modular System, On The Tails Of The Gabions And The Back Of The Baskets. Estimated Period Of Implementation - Up To 200 Calendar Days From The Opening Of The Construction Site To The Signing Of Act No. 15. The Object Is A Construction Of Iv Group, I Category. The Contractor Prepares Executive Documentation, As Well As A Complete Geodetic Survey Of The Scope Of The Object With The Applicable Documentation In Accordance With The Requirements Of The Zkir And The By-Laws. The Minimum Warranty Period For The Completed Smr Is 10 (Ten) Years. The Indicated Estimated Value Of The Order Incl. And 10% Contingency Of The Value Of The Planned Implementation Of The Cmp. Detailed Instructions, Descriptions And Requirements For The Implementation Of Smr Are Given In The Technical Specifications With The Activities Described In Them, The Announcement And The Documentation Of The Order And The Documents Attached To The Documentation - Ccc, Approved Investment Project, Construction Permit, Draft Contract.

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