Tenders Are Invited For Modernization Of Nadrzeczna Street In Ruda In The Dębe Wielkie Commune

4.2. The Subject Of The Order As Part Of The Implementation Of The Investment Task Titled Modernization Of Ul. Nadrzeczna In Ruda In The Commune Of Dębe Wielkie Will Include Road Works Consisting In The Reconstruction Of The Municipal Road Ul. Nadrzeczna In Ruda, Dębe Wielkie Commune, Which Includes: - Reconstruction Of The Municipal Road Road; - Reconstruction Of The Roadside. Construction Works Will Include Plot No. 407 In The Dębe Wielkie Commune In Mińsk Poviat, Registration Unit: 141205_2, Dębe Wielkie, Ruda District 0020. As Part Of The Order, The Scope Of Works Up To Execution Includes:‒ Measurement Works For Linear Earthworks - Road Route In Plain Terrain;‒ Earthworks (Including Removal Of The Topsoil Layer For Later Use, Trenching With Transport Of Excavated Material);‒ Construction Of The Base With The Following Structure:‒ Type 1A - Road Surface Structurewearing Layer Ac 11S - Thickness. 4 Cm, Asphalt Concrete Binding Layer - Ac 16 W - Thickness. 5 Cm, Supplementing The Existing Foundation With Mechanically Stabilized Crushed Aggregate With A Fraction Of 0/31.5 Mm - Thickness. 3-6 Cm (Reinforcement To E2 Parameters ≥ 160 Mpa), Existing Subgrade After Profiling And Compaction; Type 1B - Road Surface Structure Wearing Layer Ac 11S - Thickness. 4 Cm, Asphalt Concrete Binding Layer - Ac 16 W - Thickness. 5 Cm, Basic Substructure Made Of Crushed Aggregate With A Fraction Of 0/31.5 Mm, Mechanically Stabilized - Thickness. 20 Cm, Frost Protection Layer Made Of Natural Aggregate Stabilized With Cement Delivered From The C 1.5/2 Concrete Plant - Thickness. 15 Cm, Soil Subgrade After Demolition Of The Existing Surface, Adjusted To Parameters E2 ≥ 50 Mpa Is ≥ 1.0, Type 2 - Roadside Structure Crushed Aggregate 4/31.5, Mechanically Stabilized - Thickness. 15 Cm, * Crushed Aggregate 16/31.5, Mechanically Stabilized - Thickness. 65 Cm (Protected With Separation Geotextile), Native Subsoil Compacted To E2≥50 Mpa Is≥0.98. The Road Strip From The Roadside Will Be Separated By Embedded Concrete Retainers With Dimensions. 15X30 Cm. On The Section Covered By The Study, There Is The Following Technical Infrastructure Not Related To Roads, I.E.: Overhead And Underground Lv Power Grid, Overhead Telecommunications Network, Water Supply Network. Due To The Construction Of The Height, The Valve Boxes Of The Water Supply Network Located In The Place Of The Designed Road And Shoulder Are Subject To Regulation. The Scope Of Work Also Includes The Implementation Of Road Markings In Accordance With The Attached Permanent Traffic Organization Design, And Also After Completing All Road Works In The Field, Performing A Post-Construction Surveying Inventory.4.3. A Detailed Description Of The Subject Of The Order Can Be Found In Annex No. 1 To The Swz. It Consists Of The Following Documents: 1) Design Documentation Consisting Of A Road Industry Design And A Permanent Traffic Organization Design Developed By Biuro Usług Inżynieryjnych Bartłomiej Małetka With Its Registered