Tenders Are Invited For Expansion Dp 4115W Ul. North On Episode 343 M In Goals And Wola Łuszczewska, Commune Common

Expansion Dp 4115W Ul. North On Episode 343 M In Goals And Wola Łuszczewska, Commune Błonie: 1) Preparatory Works: Restoration Of The Route And Altitude Points At Linear Earthworks, Securing Trees And Shrubs For The Duration Of Construction, Cutting Trees Along With Grubbing, Grubbing Up Shrubs, Etc., 2) Demolition Works: Disassembly Of Existing Marking, Dismantling Of Fences Along With Foundations, Dissertation Of Culverts Under The Conventions, Gr. 5 - 10 Cm (Disposal Of The Destruct In Place Indicated By The Investor), Mechanical Dismantling Of The Foundation From Broken Or Natural, Crushed, Concrete, Cobblestone With A Layer Of 10 - 15 Cm, Dismantling Of The Surface From: Concrete Slabs, Concrete Cubes, Trillin, Etc., Dismantling Of Curbs On A Concrete Bench, Debris, 3) Earthworks: Photo Of The Layer Of Fertile Soil (Humus) With Thick Layers Up To 35 Cm With Excess Humus, Mechanical Execution Of Excavations, Mechanical Execution Of The Embankments Mechanically Under The Ground With The Transport Of Spoil On The Embankment With Cars Along With The Formation And Thickening Of The Embankment And Wetting As Needed As Needed By Water -Thickened Layers, 4) Culverts Under The Downhill Rides Ø 40 Cm With Frontal Walls, 5) Floods And Surfaces: A) Profiling And Compaction Of The Substrate Under The Structural Layers Of Surfaces Made Mechanically In The Ground, B) Execution And Mechanically Compaction Of The Drainage Layer By 10 Cm Thick, C) Making A Foundation From The Ground Stabilized With Cement Prepared In The Rm Label = 2.5 Mpa Layer Thickness After Thickening About 10, 15, 18 Cm, D) The Thickness Of The Layer After Thickening 20 Cm - Road, Public Conventions, E) Making A Foundation Of Broken Stone Aggregate, Layer Thickness After A Thickening Of 15 Cm - Individual Conventions, F) Cleansing And Sprinkling Structural Layers With Asphalt Emulsion, G) Making A Foundation From A Mixture Min. - Asf. Ac 22P 35/50 Layer Thickness After A Compaction Of 5 Cm, H) Laying The Glass Mesh With A Stretch Strength Of 120 Kn/M In The Longitudinal And Transverse Direction, I) Making A Binding Layer From The Ac 16W Pmb 25/55-60 Mineral-Asphalt Mixture, Layer Thickness After Compact 5 Cm, J) Ac 11S Pmb 45/80-55 Mineral-Asphalt, Layer Thickness After 4 Cm Compaction, K) Making Pavement From Paving Stones, Concrete, Colored Thick. 8 Cm On Cement -Sand Bed, Welds Filled With Sand - Exits, 6) Street Elements: A) Setting Concrete Curbs Protruding With Dimensions Of 15X30 Cm Together With Making A Bench With A Concrete Resistance C 12/15, B) Setting Of 15X22 Cm With Concrete Concrete Curbs With A Ch Concrete. 12/15, C) Setting Concrete Resistors With Dimensions Of 12X25 Cm Together With Making A Bench With A Concrete Resistance C 12/15, D) Setting Of Concrete Rollers With Dimensions Of 8X30 Cm Together With Making A Bench With A Concrete Resistance C 12/15, E) Making Pavement From Paving Stones, Concrete, Gray, Non -Phase Thick. 6 Cm On Cement -Sand Beds, Joints Filled Wit