1. The Subject Of The Order Is The Implementation Of Construction Works As Part Of The Task Called Renovation Of Górna Street With A Culvert On The Jasieniec River In Konstantynów Łódzki.2. The Order Covers The Renovation Of A Municipal Road Divided Into The Following Road Sections: 2.1. Renovation Of Górna Street On The Section From The Intersection With Moniuszki Street To The Culvert On The Jasieniec River In Konstantynów Łódzki, Along Municipal Road No. 108628E, On Plots With Registration Numbers 290/1, 289/2, 1/5, Precinct K-12 Konstantynów Łódzki And On Plots With Registration Numbers 310/2, 241/1, 310/1, 226, 38/9, Precinct K-11 Konstantynów Łódzki, Konstantynów Łódzki Commune, Pabianice Poviat;2.2. Renovation Of The Culvert On The Jasieniec River Along Górna Street In Konstantynów Łódzki, On Plots With Registration Numbers 100, 136/7, 136/2, 150/6, Precinct K-8 Konstantynów Łódzki, Konstantynów Łódzki Commune, Pabianice Poviat.3. The Subject Of The Order Referred To In Point 2.1 Includes In Particular: 3.1. Performing Geodetic Measurements,3.2. Development, Introduction, Maintenance And Liquidation Of Temporary Traffic Organization,3.3. Milling And Demolition Of Existing Structural Layers Of The Road Surface,3.4. Demolition Of Existing Road Elements, Including Curbs, Exits, Roadsides, 3.5. Clearing Of Bushes,3.6. Planting/Cutting Existing Roadsides/Green Areas - In Accordance With The Scope Specified In The Design Documentation To A Level Ensuring Proper Drainage Of Rainwater From The Road And Roadsides To Green Areas And/Or To The Roadside Ditch, 3.7. Execution Of Earthworks, Including Trenching To The Appropriate Elevation Resulting From The Gradeline And The Structural Cross-Section, As Well As Profiling And Compacting The Subsoil For The Structural Layers Of The Pavement In The Ground, 3.8. Renovation Of The Existing Road Sub-Base - Construction Of The Main Sub-Base From A Mixture Unbound With Aggregate C90/3 0-31.5 Mm, Thickness 20 Cm, 3.9. Cleaning And Sprinkling Cold Asphalt Emulsion On The Substructure Made As Part Of The Renovation, 3.10. Making A Binding Layer Of The Ac 11W 50/70 (Kr1) Mineral-Asphalt Mixture, 4 Cm Thick, 3.11. Cleaning And Sprinkling Cold Asphalt Emulsion On The Binder Layer Made As Part Of The Renovation, 3.12. Making A Wearing Course Of The Ac 11S 50/70 (Kr1) Mineral-Asphalt Mixture, 4 Cm Thick, 3.13. Installation Of Concrete Curbs 15×30×100 Cm In Accordance With The Scope Specified In The Design Documentation, 3.14. Renovation (From A Mixture Unbound With C90/3 0/31.5 Mm Aggregate Obtained From The Demolition Of The Existing Road Substructure), Relocation And Height Adjustment Of Existing Exits With Frames And Accesses To The Property, 3.15. Renovation Of Roadsides Made Of A Mixture Unbound With Aggregate C90/3 0/31.5 Mm, Thickness 15 Cm, Width 50 Cm And/Or Bituminous Reclaimed Material, 50 Cm Wide, 3.16. Height Regulation Of Existing Elements Of The Utility Network, 3.17. Replacing The Hydrant With An Under
