The Subject Of The Contract Is Construction Work Consisting In The Repair Of The Existing Sidewalk In Front Of House No. 136 And 143 On Husova Street In Lenešice. The Entire Building Is Located In The Cadastral Territory: Lenešice (679925). Sidewalk Spatial Design: The Existing Pavement Surface Along The Continuous Carriageway Of Road Iii/25013 Will Be Completely Repaired. The Reconstructed Sidewalk Is Designed In Its Entire Length As Barrier-Free, With A Basic Width Of Min. 2.0 M, Basic Cross Slope 2.0%. The Longitudinal Slope Will Copy The Grade Along The Road Next To Which The Sidewalks Are Situated, While Nowhere Exceeding A Maximum Of 8.33% Or 5.0%. Technical Design: The Surface Of The Sidewalks Will Be Paved With Concrete Paving, Brick-Shaped, Size 60/100/200, Natural Color, With Fastening Along The Roadway Into Concrete Road Curbs (120-150/250/1000 And 150/150/1000), Outside The Road Parallel To Concrete Park Curbs (80/250/1000). Pavement Construction: The Construction Of The Concrete Paving Pavement (Construction A) Is Designed According To Tp 170 – Design Of Roadways, Catalog Sheet D2–D–1–Ch–Piii, Design Level Of Roadway Damage D2 Adjusted To Local Conditions. Entrances Spatial Design: The Reconstruction Of The Entrances Is Proposed In Place Of The Existing Ones As Part Of The Continuous Pedestrian Route. The Construction Solution Mainly Consists In Creating A Connection Between The Property And The Connection To The Roadway Of Road Iii/25013. The Width Solution Of The Entrances Is Based On The Existing Arrangement, As Well As The Longitudinal And Transverse Slopes Of The Entrances. The Minimum Width Of The Passage Space Of At Least 0.9 M With A Cross Slope Of < 2.0% Is Observed At The Site. Technical Design: The Surface Of The Areas At The Entrances Will Be Paved With Concrete Paving, Brick-Shaped, Size 80/100/200, Natural Colors With Clamping Along The Road In Concrete Road Curbs (195-300/300/600). Construction Of Entrances: The Construction Of Concrete Pavement Entrances (Construction B) Is Designed According To Tp 170 – Design Roadway Catalog Sheet D2–D–1–O–Piii, Design Level Of Roadway Violations D2. Asphalting (Reconstruction) Of The Roadway - Repair Along Curbs The Existing Road Will Be Cut Along The Newly Installed Curbs And Subsequently Demolished. It Will Be A Strip 0.25 M Wide And 40 Mm Thick Was Demolished According To The Conditions Of The Project Documentation. Construction Will Take Place In Such A Way That A Pedestrian Route Around The Building Is Always Maintained And Access To Individual Properties Outside The Building Is Ensured. A Detailed Breakdown Of The Works Then According To The Technical Report, Drawings, Sections And Itemized Budget With A Statement Of Measurements Or Other Annexes To The Procurement Documentation.
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