Tenders Are Invited For Reconstruction Of The Internal Road In The Town Of Szarbia Zwierzyniecka, Plot No. 89, 59, From Km 1+628 To Km 2+315, Length 687 M.

Reconstruction Of The Internal Road In The Town Of Szarbia Zwierzyniecka, Plot No. 89, 59, From Km 1+628 To Km 2+315, Length 687 M. The Scope Of The Order Includes A Section Of The Internal Road In The Town Of Szarbia Zwierzyniecka, On Plots No. 89 And 59, From Km 1+628 To Km 2+315, With A Length Of 687 M. Plots No. 89 And 59 Are Located In A Rural Area, In The Skalbmierz Commune. Scope Of Works To Be Performed: - Clearing Of Rare Bushes 1000/Ha, Including Cleaning Up - 0.02 Ha; - Mechanical Earthworks In Soil Of Categories Iii-Iv, Repair Of Broken Slopes, Along With Forming And Leveling The Surface, Including Transport To The Distance. 1Km;– 85.00M³; - Installation Of Eco-Drain Class D-400 Linear Drainage, At The Intersection With Dw783, Clear Width 40Cm, Clear Height 30Cm, Cast Iron Grate With Wide Grating Openings, Installation On A Concrete Bench C12/15, Thickness 15Cm - 7.00M; - Renovation Of The Through Part Of The Culvert Under The Road, Pp Pipes, Sn 8, Diameter 60 Cm, On A Bench Made Of Crushed Aggregate 0-63.00 Mm, Thickness 20 Cm (Including Dismantling The Existing Reinforced Concrete Culverts, Along With Dismantling The Surface Over The Culvert And Its Reconstruction) - 7.00 M; - Installation Of Straight Prefabricated Walls For The Culvert Under The Road, Diameter 60 Cm - 2.00 Pcs; - Construction Of A Mechanical Trough, Along With Profiling And Compaction Of The Subsoil In Soil Categories I-Iv, Trough Depth 15-25 Cm In Diameter, Including Removal Over A Distance Of 1 Km (687.00 M X 3.80 M + Intersection 70.00 M² + Bends 40.00 M²) - 2,720.60 M²; - Replenishment Of The Base Layer In Places Of Local Washouts And Holes With A Mixture Unbound With Crushed Aggregate Fraction 0/63, Including Installation And Compaction - 15.00 M³; - Making A Base Layer With A Mixture Unbound With Crushed Aggregate Fraction 0/63.00, Thickness 25 Cm (687.00 M X 3.80 M + Cross. 70.00 M² + Arches 40.00 M²) – 2,720.60 M²;- Construction Of The Base From A Mixture Unbound With Crushed Aggregate Fraction 0/31.5, Dia. Gr. 12Cm (687.00M X 3.80M + Intersection 70.00M² + Arches 40.00M²) – 2,720.60M²;- Execution Of The Wearing Course Of Ac11 S For Traffic Category Kr 1-2, Layer Thickness After Compaction 6Cm, Together With The Mass Delivered From The Place Of Production, After Sprinkling The Surface With Emulsion Asphalt, Including Filling The Seam With Asphalt At The Intersection (687.00 M X 3.50 M + Intersection 60.00 M² + Curves 35.00 M²) – 2,499.50 M²; - Construction Of Roadside Surfaces Made Of C30/37 Concrete, 15 Cm Thick, (7.00 M Long X Diameter 1.00 M Wide X 2) – 14.00 M²; - Reinforcing The Ditch (Slope, Counter-Slope, Bottom) With Eco-Drain Linear Drainage, With Prefabricated Openwork Slabs, Dimensions. 60X40x10cm, Laid On C12/15 Concrete, 10Cm Thick, With Free Spaces Filled With C12/15 Concrete - 32.00M²; - Concrete Reinforcement At The Broken Slopes And The Bottom Of The Ditch, Concrete C12/15– 2.00M³; - Strengthening The Roadsides With Crushed Aggregate Fracti