Tenders Are Invited For Extension Of The Municipal Road No. 107395R Na Jóźwiaka In Olchowa Along With Technical Infrastructure At Km 0+000 - 0+420.40.

Extension Of The Municipal Road No. 107395R Na Jóźwiaka In The Town Of Olchowa Together With Technical Infrastructure At Km 0+000 - 0+420.40, It Is Assumed That The Following Works Will Be Performed On A 420 M Long Road Section: - Designation Of Road Elements, Reconstruction Of Geodetic Network Points And Performance Of An As-Built Inventory, - Mechanical Removal Of The Fertile Soil Layer (Topsoil) Gr. Up To 15 Cm In The Amount Of 431 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 934 M2, - Demolition Of The Concrete Surface In The Amount Of 4 M2, - Demolition Of Pipe Culverts With Diameters Of 30-60 Cm, In The Amount Of 9 M, - Demolition Of Concrete Reinforcements On Drainage And Other Elements Within The Road Crown, - Demolition Of Fence Elements, - Earthworks In Forming The Road Embankment, In The Total Amount Of 1,117 M3, - Execution Of Drainage; 6 Pcs. Inspection Wells, 5 Pcs. Sewage Wells, 17 M Long Sewers, - Installation Of Channels Made Of Pp Pipes With A Diameter Of External 315 Mm, In The Amount Of 167 M, - Construction Of A Wooden Palisade Protecting The Reinforcement Of The Slope With 84 M Of Openwork Slabs In The Area Of The Mouth Of The Ditch To The Watercourse - Laying Of Prefabricated Sewage, In The Amount Of 108 M, - Strengthening The Slopes With Crushed And Technical Stone In The Amount Of 27 M2 And Openwork Slabs In The Amount Of 65 M2, - Construction Of Culverts With Hdpe Pipes 500 Mm, With A Total Length Of 16 M, - Construction Of The Through Part Of The Culverts Under The Exits, Total Length Of 70 M, Including Reinforcement With Concrete Elements, - Cleaning The Ditch From Silt With Profiling Of The Bottom And Slopes, 15 M Long - Construction Of A Wearing Course On The Exits From A Mineral-Asphalt Mixture, Thickness. 5 Cm With A Base Made Of A Mixture Of Cement And Crushed Aggregate, On The Area 462 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 Factory, Layer Thickness Of 35 Cm, In The Amount Of 1,870 M2, - Construction Of A Foundation Of Crushed Aggregate 0/31.5 Mm Thick. After Compaction 10 Cm, Area 1,744 M2, - Construction Of Roadsides Made Of Crushed Aggregate, Thickness After Compaction 10 Cm, Area 542 M2, - Sprinkling The Binder Layer With Asphalt Emulsion, Area: 1,681 M2, - Execution Of A Binding Layer Of A Mineral-Asphalt Mixture, Thickness Layers After Compaction 5 Cm, On The Area 1,681 M2, - Execution Of A Wearing Course Made Of A Mineral-Asphalt Mixture, Thickness Layers After Compaction 4 Cm, On The Area 1,631 M2, - Execution Of Vertical 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 Fo