Tenders Are Invited For Reconstruction Of The Internal Road In The Town Of Smółka (Plot No. 182)

Detailed Description Of The Subject Of The Order: 1. Subject And Scopethe Construction Project In Question Is Located In The Koźminek Commune, Road In The Town Of Smółki, Plot No. 182, Geodetic District 0018 Smółki, Kalisz Poviat, Greater Poland Voivodeship.2.1 The Scope Of Works Includes: - Preparatory Works - Maintenance Cuts - Demolition Works - Vertical Adjustment Of Devices - Asphalt Road - Finishing Works - Vertical Marking - As-Built Inventory3. Existing Condition. Currently, The Road Has A Surface Made Of Crushed Hard Aggregate And Is In Poor Technical Condition. There Is Moderate Traffic Of Passenger Cars And Trucks On The Reconstructed Road, Which Poses A Significant Safety Threat To Road Users. In The Demarcation Lines, The Width Of The Road Lane Is From 3.5 M To 8.0 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. The Reconstructed Road Is Not Intended For Pedestrian Traffic. The Area Adjacent To The Road Is Intended For Development. The Map Does Not Contain Updated Content. The Demolition, Reconstruction Or Piping Of Water Devices - Ditches Is Not Expected.4.1 Cross-Sectionthe Cross-Section Of The Rebuilt Road Section Was Designed As Follows: 0+000.00 - 1+145.00 - Road Width 4.0 M, Cross-Section With A Roof Slope Of 2%, Straight Section - In Accordance With The Site Plan (Fig.2). Details Of The Solution Are Included In Drawing No. 3.4.2 Design Parameters - Road Class: D (Access), - Availability: Unlimited, - Traffic Category: Kr1 - Design Speed - 30 Km/H - Road Width On A Straight Section: 4.0 M - Asphalt Surface Area: 3,840.0 M2 Other Parameters In Accordance With The Requirements Of The Regulation Of The Minister Of Infrastructure Of June 24, 2022 On Technical And Construction Regulations Regarding Public Roads (Journal Of Laws 2022, Item 1518).4.3. Situational Solution The Axis Of The Designed Road Was Determined On The Basis Of The Current Situational And Height Measurement, With The Assumption Of Maximum Adaptation Of The Route To The Existing Road Alignment. Geometric Solutions Were Adopted To Enable Full Use Of The Existing Road, Which Allowed Limiting Interference With The Adjacent Area And Minimizing The Costs Of The Investment. The Transverse Inclination Of The Road Was Designed In Accordance With The Site Plan, Adapting Its Values ​​To The Applicable Standards And Terrain Conditions. Slopes Ensure Proper Drainage Of The Surface And Road Traffic Safety. 4.4. Roadway Structure Pavement Structure: Cross-Section A-A Surface Made Of Mineral-Asphalt Mixtures, Wearing Course Thickness 5 Cm Upper Layer Of Foundation Made Of Crushed Aggregate 0-31.5 Mm - 15 Cm Lower Layer Of Foundation Made Of Cement-Stabilized Soil Rm = 5.0 Mpa Gr. 18 Cmsubstructure Made Of Natural Aggregate (Gravel) Thickness. 10 Cm Details Of The Solution Are Included In Drawing No. 3.4.5. Drainagethe Drainage Of Rainwater From The Road Is Ensur