Tenders Are Invited For Reconstruction Of Municipal Road No. 180227C Osięciny - Karolin From Km 0+000 To Km 0+313, District 0016 Osięciny, 0.313 Km Long

1. The Subject Of The Order Is: Reconstruction Of Municipal Road No. 180227C Osięciny - Karolin From Km 0+000 To Km 0+313, District 0016 Osięciny, 0.313 Km Long. The Scope Of The Order Includes: - Demolition Works On The Existing Road Surface, - Earthworks, - Profiling And Compaction Of The Subsoil, - Construction Of A Drainage Layer Of Sand, Thickness. 12 Cm, - Making A Foundation Layer Of Crushed Aggregate, Thickness. 20 M, - Leveling The Existing Surface With An Ac11 W Mineral-Asphalt Mixture In The Amount Of 75 Kg/M2, - Mechanical Cleaning Of Construction Layers Improved With Bitumen, - Mechanical Sprinkling Of Bituminous Construction Layers With Asphalt Emulsion, - Laying A Geogrid With A Strength Of Over 80 Kn/M At The Junction Of The Surface Widening And The Existing Surface, - Applying An Ac 11W 4 Cm Leveling Layer, - Execution Wearing Layer Ac 11S Thick. 3 Cm - Construction Of Exits, - Strengthening The Roadside With Crushed Aggregate, Thickness Of The Layer After Compaction 15 Cm. Reconstruction Of The Road Will Consist In Leveling The Surface With An Ac11w Mineral-Asphalt Mixture In The Amount Of 75 Kg/M2, Laying A Binding And Wearing Layer Of A Mineral-Bituminous Mixture On The Cleaned And Sprinkled With Asphalt Emulsion Surface. In Order To Strengthen The Structure, A Geogrid With A Strength Of Over 80 Kn/M Will Be Additionally Embedded Across The Entire Width. Access Ramps Will Be Made To Each Plot And In The Places Of Existing Entrances To The Buildings. It Is Allowed To Change The Location Of Exits At The Request Of The Owners Of Adjacent Land. Ultimately, A 3.5 M Wide Bituminous Surface With 0.75 M Wide Shoulders On Both Sides. Connected To The Existing Surface For A Length Of 2 M, And Within The Intersection With Dp 2810C With Curves With A Radius Of R8. The Road Undergoing Reconstruction Runs In The Trace Of The Existing Paved Road. The Target Width After The Road Reconstruction Will Be 3.5 M. Currently, This Width Ranges From 3.0-3.5 M. On Sections Where The Width Of The Existing Road Is Less Than 3.5 M, The Reconstruction Will Be Widened And Strengthened To The Target Width. The Construction Layers Should Be Laid In A Stepwise Manner. Additionally, As Part Of The Works Carried Out, Wells And Sanitary Sewage Wells Will Be Adjusted. Drainage Of The Designed Surface Will Be Realized Through Transverse Slopes - Roof Slopes Of 2%. The Connection To The Existing Pavement Should Be Made By Making An Indentation In The Existing Road. Pavement Structure: Cross-Section A-A:- Wearing Course, B.A. Ac11s, Thick 3 Cm,- Geogrid With A Strength Above 80Kn/M, Width 3.50 M,- Binding Layer, B.A. Ac11w, , Thick. 4 Cm, - Leveling Layer Of Ba Ac 11W In The Amount Of 75 Kg/M2, - Existing Surface As A Base.2. A Detailed Description Of The Subject Of The Order And The Method Of Implementing The Subject Of The Order Was Specified In: 1) Design Documentation, Bill Of Quantities, Technical Specification For The Execution And Acceptance Of Construction W