Tenders Are Invited For Construction Of Municipal Roads - Ul. Parkowa/Jaśminowa In Żydowo

1. The Planned Investment Includes The Construction Of Local Municipal Roads In The Town Of Żydowo, Commune. Czerniejewo. The Parkowa/Jaśminowa Street Under Construction (From Ul. Klonowa To Ul. Leśna) Has A Total Length Of Approx. 330.0 M. It Has A Regular Intersection With Ul. Klonowa. Rounding Curves With Radii Of 10.0-12.0 M Were Designed At The Intersection. The Street Is 5.0 M Wide Up To Km 0+064.0, And 6.0 M Wide Up To Km 0+183.0 (Along The Horizontal Arc With A Radius R = 72.0 M). At Km 0+183.0 To Km 0+202.0, On The Designed Circular Arc With A Radius Of R = 14.0 M, The Roadway Is Widened To 6.60 M. Continue To Ul. Leśna At Km 0+330.52 Has A Constant Width Of 5.0 M. At The Intersection With Ul. Rounding Arches Were Designed At Leśna With Radii R = 8.0 M. At Km 0+030.0 To Km 0+066.0, On The Right Side (Near The Municipal Sports Field), A 5.0 M Wide Parking Bay Was Designed (12 Parking Spaces, 2.5 M Wide And 1 Parking Space For Special Vehicles, 3.6 M Wide) Along With A Fragment Of The Sidewalk Of Approx. 7.0 M. The Road Is Separated On Both Sides By A 12X25 Embedded Concrete Barrier. The Exception Is The Parking Bay Ended With A 15X22x100 Concrete Curb. At The Length Of The Bay And In The Area Of ​​The Intersection With Ul. Klonowa Street Was Designed With A Right-Hand, Two-Row Sewer Made Of Concrete Cubes. In The Locations Marked On The Pzt, Ordinary D-Class Exits Were Designed With A Surface Made Of Concrete Drainage Blocks And Widths Adapted To The Existing Ones. The Exits, Like The Road, Are Separated By A 12X25 Embedded Concrete Barrier. In The Locations Marked On The Pzt, Accesses To The Gates Are Also Designed With A Surface Made Of Solid Concrete Cubes, Brick Type, 1.2 M Wide. The Following Structures Were Adopted For The Designed Road Elements: Road With A Surface Made Of Concrete Cubes - Surface Made Of Concrete Cubes. 8Cm On Sand Bed, Thickness. 3 Cm - Permeable Paving Stones With A Characteristic H Shape, Equipped With Special Spacer Studs, Gray In Color, Filled With 5/8 Mm Grit. Basic Foundation Layer Made Of Kłsm 0/31.5 Mm Thick. 15 Cm (Hard Aggregate, E.G. Granite), Layer Of Reinforced Base/Auxiliary Sub-Base With Kłsm 0/63 Mm Thick. 15 Cm (Hard Aggregate, E.G. Granite), Drainage Layer Of Medium Sand (K10 Min 8 M/Day) Thick. 15 Cm, Separation And Filtration Layer Made Of Geotextile. A Similar Structure Should Be Used At The Exits Of The Above-Mentioned Roads. Streets Without A Geotextile Separation Layer.2. Details Regarding Individual Scopes Of Works Are Included In The Design Documentation (Appendix No. 6 To The Swz), Including: Technical Design, Detailed Technical Specifications For The Execution And Acceptance Of Works, Bill Of Quantities, Arrangements.