Tenders Are Invited For Mk Drahenice - Road Renewal in Czech Republic

Work Detail

There Will Be A Full-Surface Removal Of The Road Layers In A Thickness Of 150 Mm And The Removal Of Existing Overgrown Verges On Both Sides. New Cover Layers Will Be Made Of Asphalt Mixtures In Thickness. 150 Mm (Aco 11+ – Thickness 40 Mm And Acp 16 – Thickness 60 Mm, Addition Of Gravel With An Average Thickness Of 50 Mm). The Shoulders Will Be Made Of 300 Mm Wide Asphalt Rycklat With A Slope Of 8% In The Amount Of 0.04 T/M. On The Road, The Width Of The Asphalt Abrasive Surface Will Be 3-3.5 M Wide (According To The Situational Drawing) And The Cross Slope Will Be One-Sided And Maintained Within The Existing Parameters. The Connection To The Existing Surface At The Stationing Level Of 0.000 Km Will Be Made By Cutting The Existing Connecting Edge And After The Asphalt Layers Have Been Made Filled With Asphalt Grout. Between The Individual Asphalt Layers, A Bonding Spray Of A Cation-Active Emulsion Of 0.4 Kg/M2 Will Be Carried Out. The Existing Linear Channel Located At The Beginning Of The Modification Will Be Removed And A New Linear Channel Will Be Made In The Given Place In Length. 4.5 M Incl. Part Of The Inlet, Which Will Be Connected To The Existing Sewage System. At The Level Of St. 0.093.80 Km, A New Linear Channel Will Be Constructed In Length 6.5 M Incl. Insert Part. In Both Cases, Drainage Channels Made Of Polymer Concrete Are Designed In The Load Class Min. D400, E.G. In The Mea Meandrin Dm 2020 Design, Or A Similar Product Of The Same Capacity.

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