Tenders Are Invited For Renovation Of The Municipal Road No. 327006T Łopacienka Through The Village Of Marianów, 375 Meters Long From Km 0+000 To Km 0+375

1. The Subject Of The Order Includes The Renovation Of The Municipal Road No. 327006 T Łopacienka Through The Village Of Marianów, 375 Meters Long. From Km 0+000 To Km 02+375. The Scope Of Works Includes: Reconstruction Of The Route And Height Points During Linear Earthworks In Flat And Hilly Terrain, Together With An As-Built Geodetic Inventory; Mechanical Excavation In Category I-Iv Soil, Including Storage, Loading And Removal Of Soil; Execution Of The Through Part Of Prefabricated Single-Hole Pipe Road Culverts, Which Consists Of A Foundation Strip Made Of Cement-Stabilized Aggregate. 40 Cm, Hdpe Sn8 Pipes With A Diameter Of 60 Cm (After Dismantling The Existing Culvert) Along With Backfilling, Restoring The Structural Layers Of The Road Surface And Strengthening The Inlet And Outlet By Using Stone Riprap (Unprocessed Broken Stone Of Irregular Shapes And With A Diameter Of 10÷50 Cm) Laid On C12/15 Thick Concrete. 15 Cm With Joints Filled With Cement-Sand Mortar 1:4; Profiling And Compaction Of The Subgrade For Road Surface Construction Layers; Leveling The Existing Surface With A Mineral-Bituminous Gravel-Gravel Mixture (Traffic Category Kr1-Kr2 - Ac 11 W 50/70) After Previously Cleaning The Existing Bituminous Surface; Laying An Intermediate Layer Of Geosynthetic With A Strength Rn Above 10 Kn/M; Laying Triangular Concrete Sewage Channels With A Width Of 0.50 M On A Cement-Sand Ballast Of 1:4 Gr. 5 Cm And On A Bench Made Of C12/158 Thick Concrete. 10 Cm Covered With Checker Plate On Exits; Making A Binder Layer Of A Mineral-Asphalt-Gravel Mixture With A Layer Thickness After Compaction Of 4 Cm; Making A Wearing Course Of A Mineral-Asphalt-Gravel Mixture With A Layer Thickness After Compaction Of 4 Cm (Traffic Category Kr1-Kr2 - Ac 8 S 50/70) After Inter-Layer Sprinkling With Asphalt Emulsion, With Edges Protected With Bitumen Before Making The Roadsides; Construction Of Roadsides With A Ground Surface Improved With Crushed Natural Aggregate With A Grain Size Of 0-31.5 Mm; Planting Slopes In Category Iii-Iv Soil Between The Edge Of The Roadside And The Border Of The Road, Leveling The Height Difference At Existing Intersections And Exits Using Bitumen And Aggregate Technology; Execution Of Vertical And Horizontal Markings; Installation Of Steel Protective Barriers Sp-09/4.