Tenders Are Invited For Biedrzychowice Access Road To Agricultural Land

1. Subject Of The Order: Reconstruction Of The Access Road To Agricultural Land Along With The Construction Of A Rainwater Sewage Connection In Biedrzychowice, Olszyna Commune As Part Of The Task Entitled Biedrzychowice Access Road To Agricultural Land Divided Into: - Reconstruction Of The Access Road To Agricultural Land; - Construction Of A Rainwater Sewage Connection. 2. Scope Of The Subject Of The Order: Reconstruction Of The Road: Reconstruction Of An Internal Municipal Road With A Length Of 481 M (Section 0+500 To 0+981 According To Drawing No. 01_01 From The Design Documentation) Located On Plots No. 217 And No. 218 Within 0001 Biedrzychowice. The Road Is An Access To Agricultural Land In The Town Of Biedrzychowice, As Part Of The Reconstruction, Which Includes: - Cutting Down The High Shoulders And Their Supplementation; - Strengthening The Existing Road Structure By Constructing A New Road Structure With A Bituminous Surface; - Constructing A Bituminous Surface For The Exits And Access Roads To The Property; Construction Works Are Aimed At Improving Traffic Conditions And The Level Of Safety On The Road In Question By Constructing A New, Even, Rough Road Surface. The Investment In Question, Through The Construction Of A New Surface, Will Have A Positive Impact On Reducing The Level Of Noise And Pollution Into The Environment (Smooth Passage Of Vehicles, Without Sudden Braking And Starting On The New Surface, Will Contribute To Reducing The Emission Of Noise And Pollution Into The Environment). Preparatory Works: As Part Of The Preparatory Works, The Following Should Be Performed: - Pre- And Post-Construction Surveying Works. The Surveying Works Should Be Carried Out In Accordance With Technical Specification D-01.01.01 Earthworks: In As Part Of The Earthworks, It Is Envisaged: - Mechanical Troughing Of The Subsoil To A Depth Of Up To 40 Cm For The Road Reinforcement Structure With Transport Up To A Distance Of 5 Km, - Mechanical Grading Of The Subsoil To A Depth Of Up To 40 Cm For The Construction Of Exits With Transport Up To A Distance Of Up To 5 Km. Construction Of The Following Layers Of The Road In The Scope Of Its Renovation: - A Layer Of Improved Subgrade Made Of Soil Stabilized With A Hydraulic Binder Or Lime With Rm = 2.5Mpa, Thick. 10 Cm, - Auxiliary Base Layer Made Of An Unbound Mixture Of Mechanically Stabilized Crushed Aggregate With A Grain Size Of 0/31.5, Crushed Or Broken Grains Content C90/3, Maximum Dust Content In The Uf9 Layer, Frost Resistance F4, Cbr>80% - Thickness. 20Cm, - Binder Layer Of Ac16w Asphalt Concrete - Thickness. 5Cm, - Wearing Course Of Ac11s Asphalt Concrete - Thickness. 4Cm The Road Structure Is Shown In Drawing No. 02/01. Perform The Improved Subgrade Layer In Accordance With Technical Specification D-04.05.01. Perform The Auxiliary Base In Accordance With Technical Specification D-04.04.02. Perform The Binding Layer In Accordance With Technical Specification D-05.03.05B. Perform The Wearing Course