Tenders Are Invited For Reconstruction Of Dr. In The Commune Ryglice: Vol. I: Dr. Commune 204034K -Zalasowa; Vol. Ii: Dr. Commune 200254K Zalasowa - Ul. Lesna; Vol. Iii: Dr. Commune 204012K Ryglice - Ul. Witos; Vol. Iv: Dr. Wola Lubecka Commune - 711, 712

Part I: Reconstruction Of Municipal Road No. 204034K Zalasowa - To Galasa In The Town Of Zalasowa At Km 0+000-0+374, At Km 0+374 - 0+475, At Km 0+475 - 0+900: Scope Of Works For The Implementation Parts Of The Order Include: Km 0+000-0+374 Preparatory Works - Measurement Works For Linear Earthworks - Road Route In Hilly Or Foothill Terrain; Demolition Works - Milling Of Surfaces With A Thickness Of Up To 8 Cm;- Removal Of Demolition Materials - Transport In Self-Dumping Vehicles Over A Distance Of 10 Km; Roadway - Mechanical Profiling And Compaction Of The Subgrade For Structural Layers Of Pavement In The Ground, Category I-Iv;- Sprinkling The Road Surface With Asphalt;- Ac16w Asphalt Concrete Surface - Asphalt Binding Layer - Thickness After Compaction 4 Cm;- Ac11s Asphalt Concrete Surface - Asphalt Wearing Layer - Thickness After Compaction 4 Cm; Connection Of The Intersection: - Mechanical Cleaning Of The Improved Road Surface (Bitumen); - Sprinkling The Road Surface With Asphalt;- Concrete Surface Asphalt Layer Ac16w - Asphalt Binding Layer - Thickness After Compaction 4 Cm;- Asphalt Concrete Surface Ac11s - Asphalt Wearing Course - Thickness After Compaction 4 Cm;Sides - Mechanical Profiling And Compaction Of The Subgrade For Structural Layers Of Pavement In The Ground, Categories I-Iv;- Surface Made Of Crushed Aggregate 0/31.5 Mm C90/3 Mechanically Stabilized - Thickness After Compaction 10 Cm. - Surface Consolidation Of The Surface With Asphalt Emulsion And Grit (Double Surface Consolidation Using A Renovator). Km 0+374-0+475 Preparatory Works - Works Measuring For Linear Earthworks - Road Route In Hilly Or Foothill Terrain; Roadway - Mechanical Profiling And Compaction Of The Subgrade For Construction Layers Of Pavement In The Ground, Categories I-Iv; - Sprinkling The Road Surface With Asphalt; - Ac16w Asphalt Concrete Surface - Asphalt Binding Layer - Thickness After Compaction 4 Cm;- Ac11s Asphalt Concrete Surface - Asphalt Wearing Course - Thickness After Compaction 4 Cm;Sides - Mechanical Profiling And Compaction Of The Subgrade For Structural Layers Of Pavement In The Ground, Category I-Iv;- Crushed Aggregate Surface 0/31 .5 Mm C90/3 Mechanically Stabilized - Thickness After Compaction 10 Cm. - Surface Consolidation Of The Surface With Asphalt Emulsion And Grit (Double Surface Consolidation Using A Renovator). Km 0+475-0+900 Preparatory Works - Measurement Works For Linear Earthworks - Route Roads In Hilly Or Foothill Areas; Demolition Works - Dismantling Of Surfaces From Concrete Slabs; - Removing A Layer Of Fertile Soil (Topsoil) Up To 15 Cm Thick Using Bulldozers; - Removal Of Demolition Materials - Loading With Backhoe Excavators With A Capacity Of Buckets 0.60 M3 In The Ground Of Category Iii With Transport Of Excavated Material In Self-Dumping Vehicles Over A Distance Of 10 Km. Roadway 0+475-0+600 - Mechanical Profiling And Compaction Of The Subsoil For Structural Layers Of The Surface In The Ground Of Categories I-Iv; - Sprink