1. The Task Called: Construction Of Pavements In Radwanów Is Implemented By The Nowosolski Poviat In Cooperation With The Kożuchów Commune And Will Consist In The Construction Of Pavements In Radwanów At A Length Of About 300 M. 2. The Scope Of Investment Includes: Road Works - Measurement Works At Linear Earth Robots - Road Route In Flat Area: All Measuring Works Should Be Taken Into Account. Orders; - Mechanical Cutting Of Bituminous Surface With A Cutting Depth From 8 Cm To 14 Cm; - A Embankment With Forming And Density From The Obtained Soil;- Making The Trough Under The Pavement In The Ground Of The Category Iii-Iv Głębok. On Average, 25 Cm, Under The Structural Layers, With The Charges Of The Loaded Spoil To The Dump (Costs Of Transport And Deposit Are Borne By The Contractor; - Mechanical Profiling And Density Of The Ground (In Cat. Ii - Iv) Under The Structural Layers Of Pavements; - Construction Of A Foundation From A Broken Aggregate Mechanically Stabilized With A Grain Of 0/31.5 Mm - Layer 10 Cm Thick After Thickening Pavement;- Grubbing Down Bushes And Sheathing With Removal And Utilization;- Laying The Surface Of The Pavement Of A Concrete Cube Thickness 8 Cm Type. Vibrarated Vibration, Gat.1, With Dimensions 30 X 8 X 100 On A Concrete Bench With Concrete Resistance C16/20 (B20) (0.06M3/Mb);- Laying A Concrete Curb With Dimensions Of 15X 30 X100 Cm, Along With Making Concrete Benches Made Of Concrete C12/15, With Resistance From Concrete C12/15 Cement-Sand;- Alternating The Existing Trapezoidal Ditch Along The Construction Of The Pavement Built With The Abroad Of Loaded Spoil To The Dump (Transport And Deposit Costs Are Borne By The Contractor);- Execution Of A Linear Threshold Releasing A Plate Height Of 10 Cm With A Pedestrian Crossing With Dimensions ([1 +4 +1] X 6) With Limited Travel Speed 25- 30 Km/H With Ankle Concrete Limited By The Invasion Curb (15X22x100) On The Road Side;- Horizontal Marking Of The Roadway Made Mechanically In Thin-Layer Technology Segregation Lines;- Setting Posts From Galvanized Steel Pipes With A Diameter Of 60 Mm (45 Mb);- Assembly Of Medium Traffic Characters Type A And D From Type Ii Reflective Foil;- Road Mirror Mounting. U18a Fi 800; 3. Solutions. Gr Perform The Possible Correction Of The Grilles, Hatching And Valves And The Installation Of Bipartite Pipes In The Absence Of Them 5.3 The Dehydration Changes, Dehydration Will Continue To Take Place. Drainage And On Them The 50X50cm Paving Slabs, Directing Water Under The Sidewalk From The Road To Existing Ditches.
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