Tenders Are Invited For Modernization (Reconstruction) Of The Access Road To Agricultural Land No. 186, Loca ... in Poland

Work Detail

Modernization Consisting In The Reconstruction Of The Access Road To Agricultural Land No. 186, Located In The Town Of Boszczynek, Skalbmierz Commune, From Km 0+338 To Km 0+589, Length 251 M, Including: • Reconstruction Of The Route And Elevation Points Of Roads In Plain Terrain, For Linear Works - 0.251 Km; • Grubbing Up Rare Bushes 1000/Ha Along With Cleaning Up The Roots - 0.02 Ha; • Cutting Down A Tree Dia. 66–75 Including Root Grubbing And Cleaning, Conditions Without Difficulties – 1.00 Pcs.; • Leveling The Existing Aggregate Base With A Mechanical Grader And Compacting It, Depth. Wed. 10–35 Cm (Including Supplementing Local Washouts) (76.00 M X 3.10 M) – 235.60 M²; • Replenishment Of The Foundation Layer In Local Places With Washes Made Of A Mixture Of Unbound Crushed Aggregate Fraction 0/63, Including Installation And Compaction - 22.00 M³; • Mechanical Construction Of The Bed Along With Profiling And Compaction Of The Subsoil In Soils Of Categories I–Iv, Depth. Troughs Dia. 10–25 Cm (138.00 M X 3.10 M) – 427.80 M²; • Mechanical Construction Of The Bed Along With Profiling And Compaction Of The Subsoil In Soils Of Categories I–Iv, Depth. Troughs Dia. 10–15 Cm, For The Width Of The Slopes (Slopes To The Property (6.00 X 1.00 M)² X 2 Pcs., Slopes To The Fields (5.00 X 1.00 M)² X 5 Pcs.) – 37.00 M²; • Construction Of The Base Layer For The Asphalt Surface From A Mixture Of Unbound Crushed Aggregate Fraction 0/63 C90/3, Thickness. 25 Cm, Including Density (214 M X 3.10 M) – 663.40 M²; • Construction Of The Foundation Layer For The Asphalt Surface From A Mixture Of Unbound Crushed Aggregate Fraction 0/31.50 C90/3, Thickness. 10 Cm, Including Density (214 M X 3.10 M) – 663.40 M²; • Mechanical Cleaning Of The Asphalt Surface (36 M X 3.00 M) – 108.00 M²; • Making The Base From A Mixture Of Unbound Crushed Aggregate Fraction 0/31.50 C90/3, Thickness. 15 Cm, Including Density, For The Width Of The Slopes (Approaches To The Property (6.00 X 1.00 M)² X 2 Pcs., Exits To The Fields (5.00 X 1.00 M)² X 5 Pcs.) – 55.57 M²; • Milling Of Surfaces Made Of Mineral-Bituminous Mixtures Mechanically, Dia. Gr. 4 Cm, Without Removal Of Excavated Material (Locally In The Place Of Undulations 3.00 M X 15 M And At The Surface Junction 3.00 M X 1.00 M) – 48.00 M²; • Construction Of The Wearing Course Of Ac11s For Traffic Categories Kr 1–2, Gr. Layers After Compaction Of 5 Cm With The Mass Delivered From The Place Of Production, Along With Pouring The Seam With Asphalt At The Intersection (251 M X 3.00 M + Intersection 45.00 M²) - 798.00 M²; • Performing A Profiling Layer Of The Surface With A Mineral-Asphalt Mixture With Mechanical Incorporation At The Rate Of 100 Kg/M² After Sprinkling The Surface With Asphalt Emulsion - 4.00 T; • Execution Of The Wearing Course Surface From Ac11s For Traffic Categories Kr 1–2, Gr. Layers After Compaction Of 5 Cm With The Mass Delivered From The Place Of Production, Along With Compaction, For The Width Of The Slopes (Approaches To Th

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