Tenders Are Invited For Reconstruction Of District Road No. 1362 D In Kotowice, Consisting Of The Constructi ... in Poland

Work Detail

1. The Subject Of The Order Is The Performance Of Construction Works For The Task Titled: Reconstruction Of The District Road No. 1362 D, Consisting In The Construction Of A Sidewalk In The Town Of Kotowice, As Part Of The Task Entitled: Reconstruction Of The District Road No. 1362 D In The Town Of Kotowice, Consisting In The Construction Of A Sidewalk To The Intersection Of Ul. Agatowa From Ul. Szafirowa 50/50.2. Road Class – L3. The Investment Is Being Implemented On Plot No. 161 Am-1, Kotowice District, Oborniki Śląskie Commune.4. The Investment Includes The Construction Of The Following Elements: Reconstruction Of The District Road Includes Widening Of The Existing Asphalt Road Surface And Construction Of A Sidewalk, Earthworks (Construction Of A Bed For The Road Structures, Sidewalk), Construction Of Road Construction Layers, Sidewalk Surface, Exit. The Beginning Of The Task Starts From The End Of The Existing Sidewalk, While The End Of The Task Is Located Approximately 30 M After The Intersection Of Ul. Szafirowa From Ul. Agatowa. On The Section From Km 0+020 To 0+120, A Renovation Of The Existing Road Surface Edge Was Planned, Consisting Of Mechanical Removal Of The 4 Cm Thick Wearing Course On A 1 M Width And Laying A New Layer Of Ac11s Asphalt Concrete, 4 Cm Thick. The Road Was Designed To Widen To 5.5 M On The Section From Km 0+020 To Km 0+100. At Km 0+000 To Km 0+020 And From Km 0+100 To Km 0+127, A Variable Widening Width Was Designed To Adapt To The Existing Road Width. On The Section From Km 0+020 To 0+095, On The Right Side Of The Road, A Pedestrian Sidewalk With A Bitumen Surface And A Width Of 2.3 M Was Designed. The Pedestrian Path At The Edge Of The Road Is Limited From The Road By Traffic Separators U25b And The Edge Line P-7D. Along The Entire Length Behind The Designed Sidewalk, On Its Right Side, A Sewage System With Dimensions Of Concrete Channels Has Been Designed. 50X50x15cm On A C12/15 Concrete Bench, 15Cm Thick, For Proper Drainage Of Rainwater. The Designed Concrete Channel Will Be Separated From The Edge Of The Sidewalk By A Shoulder Made Of Crushed Aggregate, 0.2 M Wide, And A Green Terrace Sown With Grass. Along The Entire Length Of The Development, On The Left Side Of The Road, A Shoulder Made Of Crushed Aggregate With A Width Of 0.75 M Was Designed. On The Right Side Of The Road, A Shoulder Made Of Crushed Aggregate, 0.75 M Wide, Is Planned Behind The Intersection Of Ul. Szafirowa From Ul. Agatowa. The Reconstruction Of The District Road No. 1362D Will Improve The Comfort And Traffic Safety Of Residents Of Adjacent Properties. The Following Underground Facilities Are Located On The Development Section Of The District Road: - Energy Network - Water Supply Network - Telecommunications Network - Sewage Network During Earthworks, Special Attention Should Be Paid To The Existing Underground Infrastructure. Work Close To Underground Infrastructure Must Be Done Manually.5. Rainwater Drainage Method Surface Water Will Be

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