Tenders Are Invited For Reconstruction Of The Municipal Road In Nowe Skórowo 25/1

The Subject Of The Order Is The Reconstruction Of The Municipal Road No. 121008G In The Town Of Nowe Skórowo On Plots With Registration Numbers 18, 25/1, 35. Existing Condition: In The Road Area Of ​​The Municipal Road No. 121008G There Is An Existing Municipal Road, Access Technical Class (D) In A Single-Lane, Two-Way System 1/1. The Roadway Is 3.0-3.5 M Wide And Has A Surface Partly Made Of A Mineral-Asphalt Mixture And Partly Made Of An Unbound Mixture. There Are Dirt Exits Along The Road. The Road Is Drained On The Surface By Shaping The Surface With Longitudinal And Transverse Slopes, Draining Rainwater And Meltwater Into The Ground Through Infiltration Dispersed In The Green Area Of ​​The Road. The Road Has No Lighting. The Road Is Connected To The District Road Dp1182g In The Form Of A Regular Three-Entry Intersection. The Road Has Underground Infrastructure: A Telecommunications Network, A Water Supply Network And An Electricity Network. Scope Of Works: The Task Includes The Reconstruction Of A Municipal Road On A 775.0 M Long Section From The Intersection With The District Road. The Road Was Designed As A Single-Lane, Two-Way (1/1), With A Two-Lane Two-Way Section (1/2), Maintaining The Existing Road Alignment In The Plan. The Roadway Was Designed With A Width Of 3.5 M, On Sections 1/1 (Traffic Lane 3.5 M Wide) And 4.5 M On Section ½ (Two Lanes Of 2.25 M Each). The Basic Cross-Slope Of The Road Was Designed With Jomb-Type Perforated Concrete Slabs With Dimensions Of 100X75x12.5 Cm Made Of C30/37 Concrete And An Unbound Mixture 0/31.5 Mm - At The Point Of Integration Into The Existing Road Cross-Section And In The Area Of ​​Changing The Road Layout From 1/1 To 1/2. The Intersection Of The Road Edge At The Entrance Of Municipal Road No. 120008G Into District Road No. 1182G Was Designed As A Rounding With Circular Arcs With Radii R = 8.0 M And R = 6 M. On Both Sides Of The Road, Along The Length Of The Entire Section, 0.5 M Wide Shoulders And A 0/31 Mm Unbound Mixture Surface Were Designed. Construction/Reconstruction Of Ordinary Slopes Made Of Unbound Mixture 0/31.5 Mm Is Also Planned. After Completing The Works, Green Areas Damaged As A Result Of The Works Should Be Restored. Drainage Will Be Carried Out On The Surface By Appropriately Shaping The Longitudinal And Transverse Slopes Of The Road Surface With Drainage Of Rainwater And Meltwater Into The Ground By Infiltration Dispersed In The Green Areas Of The Road. Technical Parameters Of The Road: - Road Type - Rural - Technical Class - D - Traffic Category - Kr0 Arrangement Of Road Construction Layers: - Surface Made Of Perforated (Reinforced) Concrete Slabs, Jomb Type, Dimensions. 100X75x12.5 Cm, Gray Color, Made Of C30/37 Concrete; - Backfill Layer: Sand Backfill 0/2 Mm, Layer Thickness 5 Cm; - Basic Base: Unbound Mixture 0/31.5 Mm, Layer Thickness 17 Cm; - Existing Subgrade - Subgrade Load Group G1. Total Thickness Of Construction Layers 34.5 Cm - A Concrete Retainer Was Designed Abou