Tenders Are Invited For Reconstruction Of Municipal Road No. 102128.2- Ul. Wąska In Wola Osowińska And Reconstruction Of Municipal Road No. 102128L Ul. New In Wola Osowińska

4.1 The Subject Of The Contract Is Reconstruction Of Municipal Road No. 102128.2- Ul. Wąska In Wola Osowińska From 0+00 Km To Km 0+286.69 And Reconstruction Of Municipal Road No. 102128L Nowa Ul. Nowa In Wola Osowińska From Km 0+000 To Km 0+770 4.1.1 Short Description Of The Subject Of The Contract. The Opinion Includes: In The Scope Of Municipal Road No. 102128.2- Ul. Wąska In Wola Osowińska From 0+00 Km To Km 0+286.69 Preparatory Works1. Measurement Works At Linear Earthworks - Road Route In The Plain Area 0.300 Km2. Corridge 30 Cm Performed In Cat. Ii-Iv Land On Road Or Pavements- 228.00 M2podesty 3. Foundations From A 20 Kg/M2 Cement Stabilized Ground, Layer With A Thickness Of 10 Cm- 228.00 M24. The Upper Layer Of Foundation From Broken Aggregates With A Thickness Of 15 Cm - 228.00 M2 M2. Mechanical Cleansing And Sprinkling Of Cold Asphalt Emulsion Of The Foundation Or Concrete/Bituminous Surface; Emulsion Consumption 0.5 Kg/M2- 1573.640 M26. Equalizing The Existing Foundation With A Mechanical Mineral-Bituminous Mineral Mixture In An Average Amount Of 100Kg/M2- 157.360 M27. Surfaces Made Of Mineral And Bitumen Asphalt Mixtures With A Thickness Of 4 Cm (Abdominal Layer) -1543,150 M2-Reinforced Ground-Shaped 8. Developing Layers Made And Mechanically Compacted With A Thickness Of 10 Cm- 430.00 M29. Stone Crushed Stone Surfaces - Upper Layer With Gr. After Chasing 10 Cm- 430.00 M210. Vertical Road Signs - Stall Pipe Posts - 3 Pcs. 11. Vertical Road Signs - Prohibition, Warning And Information Signs About The Area Up To 0.3 M2- 3 Pcs. 12. Horizontal Marking Of The Road With Chlorochacacal Paint - Lines At Intersections And Pedestrian Crossings Painted Mechanically - 3 M2w Of The Municipal Road No. 102128L Ul. New In Wola Osowińska From Km 0+000 To Km 0+770 Preparatory Works1. Measurement Works At Linear Earth Robots - Road Route In The Plain Area -0.77 Km2. Removal Of A Layer Of Fertile Soil (Humus) With Thickness Up To 15 Cm Within The Road Lane - 2429.00 M23. Renovation Works - Gr Structural Layers Of The Asphalt Road - 1299.10 M26. Asphalt Emulsion Of The Foundation Of A Stone And Designed Asphalt Surface Along The Asphalt Roadside; Emulsion Consumption 0.5 Kg/M2-884.00 M29. Mineral -Bituminous Mixtures Surfaces - A Binding Layer With A Thickness Of 5 Cm On The Asphalt Side Of 1.55 M (1.05 M+0.5 M Of The Existing Surface) - 1922.00 M2 At 0+620 - 0+77010. Making A Trough For Widening The Road Structure In The Category Ii -Iv - Depth. 20 Cm Troughs, Trough Width 0.6 M- 180 M211. Mechanical Profiling And Compaction Of The Substrate Under The Structural Layers Of The Surface On The Widening- 180 M212. Foundation From Broken Aggregate 0/63 - Lower Layer With Thickness. 10 Cm And Width 0.6 M - 180 M213. Foundation From Broken Aggregate 0/31.5 - Top Layer With Thickness. 10 Cm And Width 0.6 M- 180 M2na 14. Mechanical Cleaning And Condensation Of The Asphalt Emulsion Of The Existing Surface With A Layer Binding Asphalt Roadsts At 0+000 - 0+620 Km; E

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