Tenders Are Invited For Reconstruction Of The Municipal Road In The Town Of Gąsewo - Stage Ii

The Subject Of The Order Includes The Task Entitled: Reconstruction Of The Municipal Road In The Town Of Gąsewo - Stage Ii. The Subject Of The Order Is The Performance Of Construction Works Consisting In The Reconstruction Of The Municipal Road Located On Plot No. 145 In The City. Gąsewo, Financed From The Budget Of The City And Commune Of Bodzanów And From The Budget Of The Masovian Voivodeship Regarding The Construction And Modernization Of Access Roads To Agricultural Land. The Subject Of The Order Includes, Among Others, 1) Reconstruction Of The Route And Height Points For Linear Earthworks In Plain Terrain - On A Section Of 0.4400 Km2) Cold Milling Of Asphalt Surfaces, Average Layer Thickness Of 3 Cm, Transport Excavated Material To The Storage Site At A Distance Of Up To 10 Km - 1,540.0000 M23) Mechanical Excavations In Soil Of Categories Iii-Iv With Transport Of Excavated Material To The Dump By Trucks At A Distance Of Up To 3 Km Along With The Formation And Leveling Of Slopes On The Dump - 330.0000 M34) Profiling And Mechanical Compaction Of The Subsoil For Construction Layers Of Pavement In Soil Of Categories Ii-Iv - 1100.0000 M25) Construction Of The Foundation From Stone Aggregate Fraction 31.5/63 Mm, Bottom Layer, Layer Thickness 20 Cm, Channel Section. Sanitary – 2244.0000 M26) Execution Of The Base From Crushed Aggregate Fraction 0-31.50 Mm, Upper Layer, Layer Thickness After Compaction 8 Cm – 2288.0000 M27) Execution Of The Binder Layer From The Ac16w Mineral-Asphalt Mixture Delivered From The Plant To The Place Of Installation, Layer Thickness After Compaction 5 Cm – 2244.0000 M28) Execution Of The Wearing Course Of The Ac8s Mineral-Asphalt Mixture Delivered At The Plant To The Place Of Installation, Layer Thickness After Compaction 3 Cm - 2200.0000 M2 9) Execution Of The Base Course From Crushed Aggregate Fraction 0-31.50 Mm, Upper Layer, Layer Thickness After Compaction 8 Cm - 660.0000 M210) Mechanical Excavations In The Soil Of Categories Iii-Iv With Transport Of Excavated Material To The Dump By Trucks For A Distance Of Up To 3 Km, Together With The Formation And Leveling Of Slopes On The Dump - 6.0000 M311) Profiling And Mechanical Compaction Of The Subsoil For Structural Layers Of The Pavement In Soil Of Categories Ii-Iv - 20.0000 M212) Laying Of Pipe Culverts Pehd With A Diameter Of 40 Cm With Sloping Walls Under The Exits - 6.0000 M13) Construction Of The Foundation From Stone Aggregate Fraction 31.5/63 Mm, Bottom Layer, Layer Thickness 20 Cm, Section Along The Channels. Sanitary – 20.0000 M214) Cleaning Of Ditches From Silt With Profiling Of The Bottom And Slopes, Silt Thickness 20 Cm – 440.0000 M15) Carrying Out An As-Built Inventory. A Detailed Description Of The Subject Of The Order Includes - Description Of The Subject Of The Order Along With Design And Technical Documentation And Bill Of Quantities - Constituting Annex No. 2 To The Swz.