Tenders Are Invited For Improvement Of Road Infrastructure In The Przysucha Commune Through Reconstruction And Renovation Of Municipal Roads No. 330677W, 330673W In Jakubów And 330620W In Ul. Lubelska In Przysucha.

Part I: Reconstruction Of Municipal Road No. 330677W In Jakubów At Km 0+000 To Km 0+582. 1) Investment Location And Existing Condition: The Subject Of The Order Is Located On Plots With Registration Number 559, Jakubów District, District Number 0008 And Plot No. 534, Przysucha District, District Number 0001; Przysucha Commune, Przysucha Poviat, Masovian Voivodeship. The Plot Is Not Entered In The Register Of Monuments And Is Not Subject To Protection Under The Local Development Plan, And Is Not Located Within The Mining Area. Existing Condition: Length 582 M, Variable Width From 3.5 M To 5 M; The Surface Is Made Of Crushed Stone For A Length Of 463 M And Bituminous For A Length Of 119 M; Dirt Shoulders With Variable Width Of 0.75 M, Drainage Ditches.2) Technical Parameters Of The Designed Road: Single-Lane, Two-Lane, Two-Way Road With Passing Areas; Road Class – D, Traffic Category – Kr2; Wearing Course – Asphalt Concrete. Road Width: In Km 0+000 To Km 0+350 - 5.0 M, In Km 0+350 To Km 0+463 - 3.5 M, In Km 0+463 To Km 582 - 4.0 M. Mijanki Location In Accordance With The Land Development Plan, Width 1.5 M For A Road With A Width Of 3.5 M And 1.0 M For A Road With A Width 4.0 M. Ramps - Wearing Course Made Of Asphalt Concrete On A Base Of Crushed Aggregate. Dirt Roadsides On Both Sides, 0.75 M Wide, Reinforced With Aggregate. 3) Characteristics Of Construction Works Covered By The Subject Of The Order: Demolition And Earthworks: Removal Of The Existing Crushed Stone Surface, Trenching For The Structural Layers Of The Road, Roadsides And Exits. Corrective Milling At Km 0+463 To 0+582 Construction Of Road Structural Layers: Section From Km 0+000 To Km 0+463 - Frost Protection Layer Made Of A Cement-Bonded Aggregate Mixture, 15 Cm Thick After Compaction; Main Base Made Of Unbound Aggregate, 20 Cm Thick After Compaction; Binding Layer Of Asphalt Concrete Ac11w 50/70, Thickness 4.0 Cm After Compaction; Wearing Course Of Asphalt Concrete Ac11s 50/70, Thickness 3.0 Cm After Compaction. Section From Km 0+463 To Km 0+582 - Subgrade After Corrective Milling Of The Existing Asphalt Concrete Surface; Binding Layer Of Asphalt Concrete Ac11w 50/70, Thickness 4.0 Cm After Compaction; Wearing Course Of Asphalt Concrete Ac11s 50/70, Thickness 3.0 Cm After Compaction. Construction Of Passing Areas - Frost Protection Layer Made Of A Mixture Of Cement-Bonded Aggregate, 15 Cm Thick After Compaction; Main Base Made Of Unbound Aggregate, 20 Cm Thick After Compaction; Binding Layer Of Asphalt Concrete Ac11w 50/70, Thickness 4.0 Cm After Compaction; Wearing Course Of Asphalt Concrete Ac11s 50/70, Thickness 3.0 Cm After Compaction. Road Shoulders: Both Sides Made Of Crushed Aggregate, Layer Thickness After Compaction 10 Cm, Width 0.75 M; Ramps: Base Made Of 20 Cm Thick Crushed Aggregate After Compaction, Wearing Course Made Of Ac 11S 50/70 Asphalt Concrete, 4 Cm Thick; Height Adjustment Of Sewage Wells And Water Supply Boxes In The Amount Of 5 Pieces. Vertical Marking Includ