Tenders Are Invited For Expansion And Reconstruction Of The Municipal Road In Długie

1. The Subject Of The Order Are Construction Works Related To The Task Entitled: Expansion And Reconstruction Of The Municipal Road In Długie2.Place Of Order Fulfillment: Voivodeship: Masovian Voivodeship; District: Ostrołęka; Commune: Czarnia; Town: Długie, Precinct 0006, Plot No.: 366/2, 433/2 (After The Division 433/3), 415/10 (After The Division 415/11), 463 (After The Division 463/1), 454 (After The Division 454/1), 453 (After The Division 453/1), 523 (After Division 523/1), 452 (After Division 452/1), 451 (After Division 451/1), Temporary Seizure Of 388, 366/1. 3. The Exact Location Is Specified In The Design Documentation Attached To The Swz. 4. The Scope Of Work For The Implementation Of The Task Includes: The Task Includes The Expansion And Reconstruction Of The Municipal Road In Długie With A Total Length Of Approx. 0.27 Km - Construction Of An Asphalt Concrete Road Surface With A Width Of 5.0 M With Dirt Shoulders On Both Sides, 0.75 M Wide, Construction And Reconstruction Of Exits And Construction Of Road Drainage (Road Ditches And A Culvert Under The Exit). Measurement Works For Linear Earthworks - Road Route In Flat Terrain. Performing An As-Built Inventory. Felling And Grubbing Up Trees And Bushes. Disposal Of Stumps And Branches On The Contractors Side, Obtained Stumps To Be Transported Up To A Distance Of 1 Km. Relocation Of The Shrine. Removal Of The Fertile Soil Layer, The Excavated Material To Be Used As Topsoil Material For Slopes, The Bottom Of Ditches And Counter-Slopes. The Remaining Part Is To Be Disposed Of By The Contractor. Excavations In Non-Rocky Soil, Excavated Material To Be Used For Embankments. Forming And Compacting Embankments In Category I-Ii Soil. Works Related To Shaping The Road Body. Subgrade Profiling And Compaction Performed Mechanically In Non-Rocky Soil For Pavement Construction Layers (Improved Subgrade, Shoulders, Exits). Construction Of An Improved Subgrade Layer Of Soil Stabilized With C1.5/2 Cement, Thickness 22 Cm, Construction Of A Base Layer Of A Mixture Of Mechanically Stabilized Natural Aggregate 0-31.5, C50/30, Layer Thickness 22 Cm + Slopes. Execution Of The Binder Layer Ac 16 W, Kr 1-2, Layer Thickness After Compaction 5 Cm, Including Cleaning And Sprinkling The Base Base With Asphalt Emulsion Before Laying The Binder Layer + Rappels. The Longitudinal Joint In The Road Axis Should Be Sealed In Accordance With The Technical Specifications. Construction Of The Ac 11 S, Kr 1-2 Wearing Course, Layer Thickness After Compaction 4 Cm, Including Cleaning And Sprinkling The Substrate With Asphalt Emulsion Before Laying The Wearing Course + Descents. The Longitudinal Joint In The Road Axis Should Be Sealed With A Flexible Bituminous Tape. 10 Mm According To Technical Specifications. Construction Of Roadsides From A Mixture Of Natural Aggregate With A Grain Size Of 0-31.5 Cnr, Roadside Thickness 10 Cm. Construction Of Hdpe Pipe Road Culverts With A Strength Of 8 Kpa And A Diameter Of 40 Cm Under The