Tenders Are Invited For Reconstruction Of The Internal Road Ul. Ligowski In Jarczów From Km 0+000 To Km 0+451.45

4.1. The Subject Of The Construction Project Is The Reconstruction Of The Internal Road - (Category D - Access Road) Ul. Ligowskiego In Jarczów, A Section With A Length Of 451.45 M, Which Includes: - Reconstruction Of The Internal Road Ul. Ligowskiego, - Construction Of A Pedestrian Road On The Right Side, - Construction And Reconstruction Of Exits, - Surface Drainage: - Construction Of A Pedestrian Crossing Through Ul. Wincenty Witos.1). Characteristic Parameters Of The Building Structurea) Assumptions; - Traffic Category - Designed Traffic Category Kr2, - Permissible Load Of A Single Vehicle Axle On The Surface - 115 Kn, - Technical Class - D, Internal Road, - Soil Load Capacity Group: G2, - Soil Freezing Depth For Kr2 Hz = 0.45 M, - Design Speed: 30 Km/H, - Street Road Width: 6.00 M, - Lane Width: 3.00 M, - Transverse Slope: Roof, On A Straight = 2% B) Internal Road Structure - 4 Cm - Wearing Course - Sma 8 S Pmb 45/80-65, - 6 Cm - Binding Layer - Ac 16 W 35/50, - 8 Cm - Base Layer - Ac 16 P 35/50,- 20 Cm - Aggregate Stabilized With C3/4 Cement, - 15 Cm - Aggregate Stabilized With C3/4 Cement, - Interlayer Sprinkling Under Each Bitumen Layer.C) Pedestrian Road - 6 Cm - Paving Stones, - 4 Cm - Cement-Sand Ballast, - 15 Cm - Aggregate Stabilized With C3/4 Cement, - 10 Cm - Drainage Layer K≥8 M/Day. D) Individual Slopes - 8 Cm - Paving Stones, Graphite, - 3 Cm - Cement-Sand Ballast, - 15 Cm - Soil Stabilized With C3/4 Cement, Mixed In A Concrete Mixer, - 10 Cm - Soil Stabilized With C3/4 Cement, Mixed In A Concrete Mixer, Slopes 4.00+2*0.75 M, Slopes 2.00X2.00 M. On The Right Side, The Exits Pass Through A Pedestrian Road.