Tenders Are Invited For Reconstruction Of District Road No. 3404P On The Olszówka - Wiedze Section

The Subject Of The Order Is: Reconstruction Of The District Road No. 3404P On The Olszówka - Wiedze Section Measurement Works On Linear Earthworks - 0.858 Km; Earthworks; Bituminous Road Surface Mechanical Cleaning Of The Improved Bituminous Road Surface - 4,500 M²; Sprinkling The Subgrade With Asphalt Emulsion - 4,500 M²;  Leveling The Existing Base With A Mineral-Asphalt Mixture With Mechanical Installation Analogy: Profile Layer Made Of A Mineral-Asphalt Mixture Ac 16 W 50/70 In The Amount Of 100 Kg/M2 - 450 T; Mechanical Cleaning Of The Improved Road Surface - Profile Layer - 5,200 M²; Sprinkling The Road Surface Asphalt / Emulsion - 5,200 M²; Surface Made Of Mineral-Bituminous Grit Mixtures - Asphalt Wearing Course Ac11s 35/50 - Thickness After Compaction 4 Cm - 5,200 M²; Mechanical Profiling And Compaction Of The Subgrade For Structural Layers Of The Pavement In The Ground Of Categories I-Iv - 800 M²; Layer Frost-Resistant Mixture Bound With A Hydraulic Binder (Mixture Bound With Cement C1.5/2 <= 4Mpa) - Layer Thickness After Compaction 30 Cm - 800 M²; Crushed Aggregate Foundation - Mixture 0/31.5 C50/30 - Layer Thickness After Compaction 22 Cm - 800 M²; Mechanical Cleaning Of The Surface Unimproved Road - 800 M²; Sprinkling The Road Surface With Asphalt / Emulsion - 800 M²; Leveling The Existing Base With A Mineral-Asphalt Mixture With Mechanical Incorporation Analogy: Laying A Binding Layer Of A Mineral-Asphalt Mixture Ac 16 W 50/70 8 Cm On The Widening, I.E. In An Amount Of 200 Kg/M2 - 160 T; Mechanical Profiling And Compaction Of The Subsoil For Structural Layers Of The Pavement In The Ground Of Categories I-Iv - 700 M²; Roadside Made Of Crushed Aggregate - Mixture 0/31.5 C50/30 - Layer With A Thickness Of 15 Cm After Compaction - 700 M²; Construction Of The Sidewalk Surface Mechanical Profiling And Compaction Of The Subgrade For Structural Layers Of The Pavement In The Ground Of Categories I-Iv - 970 M²; Frost-Protective Layer Made Of A Mixture Bound With A Hydraulic Binder (Mixture Bound With Cement C1.5/2 <= 4Mpa) - Layer Thickness After Compaction 15 Cm - 970 M²; Aggregate Base Crushed Stone - Mixture 0/31.5 C90/3 - Layer With A Thickness Of 15 Cm After Compaction - 970 M²; Mechanical Cleaning Of The Unimproved Road Surface - 970 M²; Sprinkling The Road Surface With Asphalt / Emulsion - 970 M²; Surface Made Of Grit Mineral-Bituminous Mixtures - Wearing Course Asphalt Ac11s - Thickness After Compaction 7 Cm - 970 M²;  Curbs And Edges;  Meetings;  Vertical And Horizontal Markings;  External Devices;  Accompanying Works;  Road Drainage - Storm Sewage System