Tenders Are Invited For Reconstruction Of The Municipal Road In Wysoka Kamieńska Along With The Reconstruction Of The Intersection With The Provincial Road No. 108

1. The Subject Of The Contract Is In Particular: A) Demolition Works - As Part Of This Investment And Adaptation To The Existing Asphalt Surfaces, The Existing Structures Of The Road Surface And Exits Should Be Dismantled. B) Reconstruction Of The Road - Reconstruction Of The Intersection With Provincial Road No. 108 Has Been Designed. 108, Was Designed With An Angle Close To The Right Angle Of The Provincial Road No. 108. The Edges Of The Intersection Arcs Were Designed With A Radius Of R=8M. In Addition, On The Left Side Of The Intersection, It Has Been Designed To Widen It By Cutting It Out With An Arc With A Radius Of R = 14 M And Making A Surface Of Stone Paving Stones (Paving). The Roadway From The Provincial Road No. 108 To The Raised Pedestrian Crossing Was Designed With A Width Of 5.50 M (2X2.75 M), While The Raised Pedestrian Crossing Itself To The End Of The Investment Was Designed With A Width Of 5.00 M (2X2.50 M). The Designed Roadway Will Have A Single-Sided Cross-Section From The Intersection With The Provincial Road No. 108 To The Raised Pedestrian Crossing, While The Roadway Will Have A Roof-Shaped Cross-Section Behind The Raised One. On The Widenings Of The Carriageway And On The Edges Of The Connections Of The New Construction Carriageway With The Existing Structure, A Glass Fiber Mesh With A Tensile Strength Of 200 Kn/M Was Designed. C) Construction And Reconstruction Of The Pavement - Reconstruction Of The Existing Pavement Located On The North Side Was Designed. The Reconstruction Of The Existing Pavement Will Consist In Its Location At The Edge Of The Road. The Newly Designed One Was Located On The Southern Side, Outside The Roadway, Between The Roadway And The Border Of Properties Adjacent To The Right-Of-Way. The Sidewalk Was Designed With A Width Of 2.00 M With A Surface Made Of Concrete Blocks Measuring 20X10x8 Cm, Framed With Concrete Edging 30X8 Cm. At The Height Of The Entrance Gates And Entrances To The Property, Entrances Adapted To The Width Of The Gates And Exits Have Been Designed. The Gradeline Of The Pavement And Exits Was Designed With Reference To The Gradeline Of The Existing Terrain, With The Elevation Of The Pavement Level By 10 Cm In Relation To The Existing Terrain And Maintaining A Minimum Longitudinal Slope Of 0.5%. Ramps Of Min. 2 M In Order To Tie The Height Of The Pavement Surface And Exits. Sidewalks Should Be Made With A Cross Slope Of 1% On One Side Towards The Roadway. The Change Of The Cross Slope At The Contact With The Surface Of The Exits Should Be Made Along The Length Of The Ramps. The Surface Of The Exit Was Designed With Concrete Paving Stones With Dimensions Of 20X10x8 Cm, Framed With Embedded Concrete Resistors 25X12 Cm. At The Existing Entrance Gates Or On The Plot Border, Concrete Resistors With A Clearance Of +3 Cm Were Designed To Prevent The Runoff Of Rainwater From The Surface Of The Exits To The Adjacent Plots. The Edges Of The Exit Are Designed With A Slope Of 1:1 In Relation To The Edge On A Section Of 1.5 M. Cross Slopes Of The Exit Surface Should Be Adjusted To The Longitudinal Inclination Of The Street Edge.