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In The Scope Of The Project Entitled: Extension Of The Municipal Road No. 107396R Na Żuczka In The Town Of Olchowa Together With The Technical Infrastructure At Km 0+000 - 0+589.90, It Is Assumed That The Following Works Will Be Performed On A 590 M Long Road Section: - Designation Of Road Elements, Reconstruction Of Geodetic Control Points And Performance Of An As-Built Inventory, - Mechanical Removal Of A Layer Of Fertile Soil (Humus) Gr. Up To 15 Cm In The Amount Of 651.3 M3 - Cutting Down Trees And Grubbing Up The Trunks, - Demolition Of Road Surface Elements And Exits Made Of Crushed Stone, In The Total Amount Of 752.5 M2, - Demolition Of Pipe Culverts With Diameters Of 30-60 Cm, - Demolition Of Concrete Reinforcements On The Drainage And Other Elements Within The Road Crown, - Demolition Of The Fence And Protective Barriers, - Earthworks In Forming The Road Embankment, In The Total Amount Of 1,705.5 M3, - Drainage; 2 Pcs. Of Inspection Wells, 2 Pcs. Of Sewage Wells, Sewers, 19.5 M Long, - Installation Of Channels Made Of Pp Pipes With A Diameter Of External 315 Mm, In The Amount Of 32 M, - Laying Of Prefabricated Sewage, In The Amount Of 526 M, - Strengthening The Slopes With Crushed Stone In The Amount Of 15.5 M2 And Openwork Slabs In The Amount Of 303 M2, - Construction Of Culverts From Hdpe Pipes, Diameter 500 And 600 Mm, With A Total Length Of 30 M, - Construction Of The Through Part Of The Culverts Under The Exits, Along With Strengthening With Concrete Elements, - Construction Of A Wearing Course Of A Mineral-Asphalt Mixture On The Slopes. 5 Cm With A Base Made Of A Mixture Of Cement And Crushed Aggregate, On The Area 342 M2, - Construction Of A Foundation Of Cement-Stabilized Soil, Mixed Directly In The Roadbed, With Prior Granulation Of Aggregate From Demolition Or Transported From The Plant, Layer Thickness Of 35 Cm, In The Amount Of 2,624 M2, - Construction Of A Foundation Of Crushed Aggregate 0/31.5 Mm Thick. After Compaction 10 Cm, Area 2,447 M2, - Construction Of Roadsides Made Of Crushed Aggregate, Thickness After Compaction 10 Cm, Area 749 M2, - Sprinkling The Binder Layer With Asphalt Emulsion, Area: 2,358 M2, - Execution Of A Binding Layer Of A Mineral-Asphalt Mixture, Thickness Layers After Compaction 5 Cm, On The Area 2,358 M2, - Execution Of A Wearing Course Made Of A Mineral-Asphalt Mixture, Thickness Layers After Compaction 4 Cm, On The Area 2,287 M2, - Execution Of Vertical And Horizontal Marking Elements, - Reconstruction And Protection Of The Medium Pressure Gas, Water And Energy Networks And Vertical Regulation Of Sewage Inspection Chambers. As Part Of The Task, The Contractor Will Develop And Present A Temporary Traffic Organization Design For The Duration Of The Works, Approved By The Traffic Management Body, And Will Provide Archaeological Supervision During The Earthworks, Due To The Archaeological Site Occurring Within The Investment. The Ordering Party Has Requested The Managers Of The Technical Infrastructur
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