Tenders Are Invited For Reconstruction Of Municipal Road No. 109456L Ul. Popławski In Józefów

The Reconstruction Includes A Road Section With A Total Length Of 384 Mb. The Beginning Of The Works Of Section 1 Was Located In Km 0+000 On The Edge Of The Municipal Road No. 114948L. The End Of The Route No. 1 Was Located In Km 0+234 On The Edge Of The Roadway Road No. 2950L. The Beginning Of The Works Of Section 2 Was Located In Km 0+240 On The Edge Of The Poviat Road No. 2950L. The End Of The Route No. 2 Was Located At 0+390 Km At The Border Of The Road Lane Of Voivodship Road No. 853. Reconstruction Of The Road And Pavement Pavements And Adjustment Of The Grilles And Sewage, Water, Gas, Telephone Wells, And Finishing Works Such As Humus, Humus And Drying Of The Slopes, Dismantling And Mounting Tracks And Vertical Plates Are Planned. Horizontal Marking Of The Road And Assembly Of A Vertical Lighting For Pedestrian Crossing, Solar And Water Supply, Along With Foundations, Support Constructions And Equipment, With Integrated Active Marking D -61). List Of Area And Parameters Of Land Development1. The Total Length Of The Rebuilt Municipal Road 384 M2. The Surface Of The Road Hardened With Asphalt Concrete 2 275 M23. Road Width 5.00 M4. Lane Width 2.50 M5. Basic Pavement Width 1.80 M6. Sidewalk Area 877 M27. Exit Area 350 M28. Surface Reaching A Gate 15 M22) Structure Of The Road Surface) 5 Cm-Abrasive In Asphalt Concrete Ac 11 S 50/70 Kr 1-2 According To Wt-2: 2010, B) Sprinkling Asphalt Emulsion, Quick-In-Up-Speed Emulsion C 60 B 3 Dosing Emulsion 0.4 Kg/M2, Asphalt Remaining 0.24 Kg/M2, C) Existing Construction, C) Existing Construction Pavement After Milling. 3) Construction Of Pavement Surface) 6 Cm-Holland Concrete Cobblestones, Gray, With Phase, According To Pn-En 1338 From 2005, B) 4 Cm-Cement-Sandy And Sand Bed 1: 4, C) 12 Cm-Basic Foundation Made Of Lean Concrete 9 Mpa According To Pn-S-96013: 1997, D) Wed. 19 Cm-Auxiliary Foundation From Aggregate 0/2 F7, E) Ground Ground Or Embankment According To Pn-S-02205.4) Construction Of The Surface Of The Downhill) 8 Cm-Holland Concrete Cobblestone, Graphite, With Phase, According To Pn-En 1338 From 2005, B) 4 Cm-Cement And Piasted Sleeping Pad Basic Foundation Made Of Lean Concrete 9 Mpa According To Pn-S-96013: 1997, D) Avg. 15 Cm-Auxiliary Foundation From Aggregate 0/2 F7, E) Ground Ground Or Embankment According To Pn-S-02205.5). Made Of The Border (Double -Sided) From The Invasion Curbs. 6). Delivery Curbs Should Be Folded On Pallets And Derived From The Place Indicated By The Contracting Authority (Transport Up To 1 Km)

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