Tenders Are Invited For Reconstruction Of District Road No. 2240L, Kol. Chmielnik - Kierz - Cuple - Trzciniec, Section 1.030 Km Long

The Subject Of The Order Is The Reconstruction Of District Road No. 2240L, Kol. Chmielnik - Kierz - Cuple - Trzciniec, On A Section Of 1,030 Km. The Scope Of The Order Includes: Preparatory And Demolition Works: - Reconstruction Of The Route And Height Points In Plain Terrain; - Cold Milling Of Asphalt Surfaces, Thickness In-Out 4 Cm; - Dismantling Concrete Curbs On A Cement-Sand Ballast; - Dismantling The Exit Surface Made Of Prefabricated Concrete (Trylinka); - Dismantling The Surface From A Mixture Of Stone Aggregates (Bay Near The Fire Station); - Uncovering The Edge Of The Road Along With Cutting The Inflated Shoulder, Mechanically Sheared Layer Thickness Up To 10 Cm And Width 0.50 M; - Demolition Of The Existing Pedestrian Road Made Of Cobblestones. Concrete. With Framing (Curbs And Concrete Edges); - Vertical Regulation Of Water Supply Valves (Bay At The Fire Station); - Height Adjustment Of Existing Exits And Squares Made Of Prefabricated Concrete Elements (Concrete Paving Stones) With Framing To Match The Height Of The Road Edge; - Demolition Of The Min.-Bitumen Road. Along With The Ground (0+963-1+030). Parking Bay At The Fire Station: - Profiling And Mechanical Compaction Of The Subsoil For The Construction Layers Of The Parking Bay Along With The Exit And In The Vicinity Of The Stop; - Foundation Made Of Cement-Stabilized Aggregate Rm=5.0Mpa With A Layer Thickness Of 15 Cm After Compaction; - Making The Base Of Crushed Aggregate Fraction 0-31.5 Mm, Layer Thickness After Compaction 12 Cm; - Sprinkling The Foundation With Asphalt Emulsion; - Binding Layer Of Asphalt Concrete Ac 16 W (Kr2), Layer Thick. 5 Cm After Compaction; - Sprinkling The Binding Solution With Asphalt Emulsion; - Ac 11 (Kr2) Asphalt Concrete Wearing Course, Layer Thickness After Compaction. Pedestrian Path: - Transverse Mechanical Excavations In Category Iii Soil, Depth 45 Cm Under The Curb, Depth 25 Cm Substructure, Depth 30 Cm Slope Substructure, Depth 15 Cm Below The Edge; - Profiling And Mechanical Compaction Of The Subsoil For Construction Layers In Soils Of Categories Ii-Iv; - Protruding Or Lowered Concrete Curbs With Dimensions Of 15X30x100 Cm On A Cement-Sand Ballast With A Footing With A Support Made Of C12/15 Concrete (Sidewalk); - Concrete Inrun Curbs With Dimensions Of 15X22x100 Cm On A Cement-Sand Ballast With A Footing With C12/15 Concrete Support (Entrances); - Concrete Edges With Dimensions Of 6X20x100 Cm On A Bench With C12/15 Concrete Support, Joints Filled With Cement And Sand Mortar (Sidewalk); - Construction And Mechanical Compaction Of A Drainage Layer Of Mechanically Stabilized Sand, Layer Thickness 10 Cm; - Substructure - Mixture Bound With C3/4 Cement (<6.0Mpa) Thickness. 15 Cm After Compaction (Sidewalk); - Surface Made Of Colored Concrete Paving Stones. 6 Cm On Cement-Sand Ballast 1:4, Thickness. 3 Cm, Joints Filled With Sand (Sidewalk, Platform); - Lower Surface Of The Foundation - Mixture Bound With C1.5/2 Cement (<4.0Mpa) Thick. 15 Cm Af