Tenders Are Invited For Reconstruction Of The Internal Road In The Town Of Pietrzyków (Plot No. 178)

Description Of The Subject Of The Order1. Subject And Scopethe Construction Project In Question - An Internal Road Is Located In The Koźminek Commune, A Road In The Town Of Pietrzyków, Pietrzyków Geodetic District, Kalisz Poviat, Greater Poland Voivodeship.2. The Scope Of Works Includes: - Measurement Works - Demolition Works - Earthworks - Surface Works - Finishing Works - Vertical Markings - Horizontal Markings - Post-Construction Inventory3. Existing Conditionthe Road In Question Runs On Flat Terrain, With Farm Buildings. Currently, The Road Has A Stone (Rubble) Surface. In The Demarcation Lines, The Width Of The Road Lane Is From 4.10 M To 6.00 M.4. Design Statusdue To The Technical Parameters Of The Existing Road, Road Class D (Access Road) Was Adopted. A Class D Road Is A Public Road Intended For All Users. Due To The Adopted Road Surface Structure, The Current Study Is The First Stage Of Reconstruction.4.1 Cross-Section In The Cross-Section, The Rebuilt Road Section Was Designed As Follows:0+000.00 - 0+300.00 - Road Width 3.00 M, Cross-Section Roof Slope 2%0+000.00 - 0+300.00 - Shoulders Were Designed With A Width Of 0.30 M (Hard Crushed Stone 0-31.5 Mm Or Fine Granulated Crushed Stone) On Both Sides, Slope 8% (Fig. 2). Details Of The Solution Are Included In Drawing No. 3.4.2 Design Parameters - Road Class: D (Access), - Accessibility: Unlimited, - Traffic Category: Kr1 - Design Speed - 30 Km/H - Built-Up Area - Road Width: 3.00 M4.3 Situational Solution The Road Axis Was Designed On The Basis Of A Situational Measurement, Assuming The Maximum Inclusion Of The Route In The Existing Axis And The Use Of The Road Right-Of-Way. The Reconstruction Of The Road Starts From Km 0+000 Towards The North-East And Then Runs To Km 0+300 Where It Ends. The Transverse Inclination Of The Reconstructed Road In Accordance With The Site Plan.4.4 Road Structureon The Reconstructed Road Section, A Structure For Light Traffic Kr1 Was Designed, Consisting Of The Following Layers:Construction:Roadway Structure 0+000 - 0+300:Surface Made Of Mineral-Asphalt Mixtures, Wearing Layer Thickness Of 4 Cm.Surface Made Of Mineral-Asphalt Mixtures, Thickness Binding Layer 4 Cm. The Upper Foundation Layer Is Made Of Crushed Aggregate 0-31.5 Mm Hard, Thick. 25 Cm Layer. The Lower Foundation Layer Is Made Of Cement-Stabilized Soil Rm=5.0Mpa, Thickness. 18 Cm. Lower Foundation Made Of Natural Aggregate - Road Gravel, Thickness. 10 Cmdetails Of The Solution Are Included In Drawing No. 3.4.5 Drainagethe Drainage Of Rainwater From The Road Is Ensured By Transverse And Longitudinal Slopes Of The Road, And The Flowing Water Is Discharged Into The Adjacent Area. A Detailed Description Of The Subject Of The Order Is Included In The Design Documentation, Construction Design, Technical Design, Bill Of Quantities. Note: The Bill Of Quantities Attached To The Swz Should Be Treated As An Additional (Auxiliary) Element And Not Used To Describe The Subject Of The Order And Calculation Of The