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The Subject Of The Contract Is The Performance Of The Task Entitled: Construction Of The Forest Road Seventh Line At 0+000 Km To Km 1+263 Located In The Marynin Forestry Location: Real Estate Constituting Plots With Registration Numbers: 6380, 6370, 6361 Located In Brzóza Królewska, Commune Leżajsk, Leżajsk Poviat, Podkarpackie Voivodeship. Forest Troops-206, 207, 197.198, 189, 190, 182. The Building Of The Road Begins With The Intersection With Public Road Dw No. 875 (Dziedz. Leśny No. 206-207, Plot Of Land No. 180804_2.0032.6529) 220/1028 (Department Of Leśny 189-190, Registration No. 180804_2.0032.6361). 1. As Part Of The Construction Of The Forest Road, It Is Planned: 1.1. Preparatory: Measuring Robots At Rope Earthworks - Road Route In Plain Area (Including As -Built Geodetic Inventory), Mechanical Trunks Of Sr. (26-55 Cm) Along With Export And Utilization, Removal Of The Layer Of Fertile Soil (Humus) Using Bulldozers, Earthworks Performed With Excavators In The Ground Along With Transport Of Spoil With Self-Relieving Cars At A Distance Of 2 Km. 1.2. Demolition Works: Dismantling Of Existing Pipe Culverts. Elements Suitable For Re -Building Should Be Handed Over To The Employer, And Elements Not Suitable For Reusable Should Be Taken And Dispose Of. 1.3 Dehydration Of The Road Body: Culverts Under The Road With Wed. 600 Mm.1.4. Earthworks: Performed Excavations In The Cat. I-V With The Transport Of Spoil With Self-Relief Cars At A Distance Of 10 Km On The Surfaces Of The Road, Passes, Exits, Component Squares Of 20-30 Cm, Cutting The Hill And Making The Evaporation Tank. 1.5. Foundation And Surface: Range In Km 0+000 - 0+390 Mechanical Profiling And Compaction Of The Substrate Under The Structural Layers Of The Surface, Foundation Made Of Broken Aggregate 0/63 Mm With A Thickness Of 20 Cm After Thickening, Foundation Made Of Broken Aggregate 0/31.5 Mm With A 2/6 Mm Thick Thickness 10 Cm Thick After Thickening. Range Of Km 0+390 - 1+263: Mechanical Profiling And Compaction Of The Substrate Under The Structural Layers Of The Surface, Strengthening Layer For The Technological Layers Of Geotkanine, Strengthening Layer With Geocrat Hdpe With A 20 Cm High, Underbuilding Of A Broken Aggregate 0/63 Mm 20 Cm Thick, Underback, Underback, Broken Aggregate 0/31.5 Mm. 2/6 Mm With A Thickness Of 10 Cm After Compaction. 1.6. Finishing Works: Strengthening Of Inlets And Outlets Of Culvert Stone Cobblestones, Forming From Native Ground And Compaction Of The Roadsides. 2. As Part Of The Reconstruction Of The Exit From The Provincial Road, It Is Planned: 2.1 Preparatory Works: Reconstruction Of The Route And Measuring Points. 2.2 Demolition Works: Demolition Of The Foundation From Broken Aggregate, Demolition Of Concrete Elements. 2.3 Dehydration Of The Road Body: 2.4 Foundations: Mechanical Execution Of The Trough, Cleaning And Sprinkling Of Structural Layers, Foundations Of Broken Aggregate 0/31.5 Mm, Gr. 20 Cm.2.5 Surfaces: Binding Layer With Ac 16, Gr. 5 Cm
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