Tenders Are Invited For Road-Repair Works – Rdw In Biała Podlaska: Renovation Of Provincial Road No. 811 On The Section From Km 27+289 To 29+477 With A Length Of 2.188 Km

Road-Repair Works – Rdw In Biała Podlaska: Renovation Of Provincial Road No. 811 On The Section From Km 27+289 To 29+477 With A Length Of 2.188 Km. The Subject Of The Order Are Construction Works Consisting Of: Renovation Of Provincial Road No. 811 On The Section From Km 27+289 To 29+477 With A Length Of 2.188 Km. The Scope Of Works Includes: 1) Measurement Works Together With The Preparation Of An As-Built Inventory And Registration In The District Center For Geodetic And Cartographic Documentation, 2) Dismantling Of The Surface Made Of Concrete Paving Stones, Edges, Curbs And Concrete Drains Together With A Concrete Footing, Transported Outside The Construction Site And Disposed Of At The Contractors Expense, 3) Milling Of The Existing Asphalt Surface Along The Entire Length The Renovated Section, 4) Excavations Of The Soil For The Surface Structure, 5) Profiling And Compacting The Subsoil For The Construction Layers Of The Surface, 6) Making A Base Of The C 3/4 Concrete Mixture With A Thickness Of 15 Cm After Compaction, 7) Leveling The Existing Base With A Concrete Mixture, 8) Making Grooves For Curbs And Edges, 9) Placing Concrete Curbs On A Concrete Bench With Resistance, 10) Setting Concrete Edges On A Concrete Bench With Resistance, 11) Laying Prefabricated Concrete Sewage On A Concrete Bench, 12) Making A Surface Of Concrete Paving Stones, 13) Cleaning And Sprinkling The Construction Layers, 14) Making A Leveling Layer Of Asphalt Concrete In The Amount Of 100 Kg/M2, (Diameter 4 Cm Thick), 15) Making An Anti-Cracking Layer Of Plastic Glass On The Leveling Layer, 16) Making A Binding Layer Of Mineral And Asphalt Mixtures - Thickness 6 Cm, 17) Execution Of The Wearing Course Of Asphalt Concrete Thickness. 4 Cm, 18) Construction Of The Lower Layer Of The Roadside, 1 M Wide, From Mechanically Stabilized Natural Aggregate With An Average Thickness After Compaction Of 12 Cm, 19) Construction Of The Upper Layer Of The Roadside Hardened With Reclaimed Asphalt, Thickness. 15 Cm, 20) Construction Of A 0.5 M Wide Dirt Roadside Outside The Hardened Roadside And Slopes, 21) Filling The Exit Surface With Mechanically Stabilized Crushed Aggregate 0-31.5, 22) Filling The Exits With A Dirt Surface Up To The Border Of The Road, Moving U-1A Posts And Road Signs, 23) Making Horizontal Markings Thin Film.