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Part I: Reconstruction of the municipal road Na Zagrody no. 364600K in the town of Spytkowice – stage I, section 1 from km 0+023.33 to 0+153.33, section 2 from km 0+000.00 to 0+226.00 GENERAL SCOPE OF PLANNED WORK: 1) surveying services – indicating the boundary limits on both sides along the section subject to reconstruction 2) demolition works 3) construction of stormwater drainage 4) reconstruction of the carriageway: Pavement structure – section 1 from km 0+023.33 to 0+153.33, section 2 from km 0+000.00 to 0+226.00: - 20 cm – base course layer made of an unbound mixture with aggregate C 90/3 – 130 MPa - 40 cm – frost-protective layer made of an unbound mixture or non-heaving soil (natural) CBR >20% – 80 MPa - soil strengthening layer under technological layers using geotextile with width 2.50 - 3.0 m (turned-in 60 cm on each side) – geotextile tensile strength along/across - 25 kN/m / 9.5 kN/m, punching strength - 3.1 kN - existing subgrade after trimming to the required depth – 50 MPa Shoulder pavement structure – section 1 from km 0+023.33 to 0+153.33, section 2 from km 0+000.00 to 0+226.00: 20 cm – a layer of broken aggregate, double-surface treated with emulsion and stone…

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