Tenders Are Invited For Reconstruction Of The Municipal Road To Plot No. 200, 149 In Rudawica

The Study Includes The Reconstruction Of The Internal Surface Of The Municipal Road In Rudawica On Plots No. 200 And 149.1. Subject Of The Construction Project. It Is Planned To Reconstruct The Surface Of A Municipal Road With The Following Parameters:• Section Ab, Length L=266.85 M At Km 0+000 To 0+009.78, Width 2.5 M At Km 0+009.78 To 0+169.75, Width 3.0 M At Km 0+169.75 To 0+266.85 With A Width Of 3.5M• Section Cd With A Length Of L=176.78 At Km 0+000 To 0+044.27 With A Width Of 4.0M At Km 0+044.27 To 0+176.78 With A Width Of 3.0M• Within The Entire Scope Of The Study, The Existing Gravel Surface Should Be Demolished, The Material Obtained From The Demolition Should Be Build Into Roadsides. Excess Excavated Material Should Be Disposed Of In Agreement With The Investor.• After Demolition, Trenching And Profiling Should Be Carried Out In Order To Lay A Base Layer Of Crushed Aggregate Fraction 0/63Mm, 15Cm Thick, And A Base Layer Of Crushed Aggregate Fraction 0/31.5Mm, 10Cm Thick.• A Binding/Leveling Layer Was Planned On The Entire Road And Exits. Made Of Ac16w Asphalt Concrete, Thickness Wed. 4Cm.• A Wearing Course Of Ac11s Asphalt Concrete With A Thickness Of 4Cm Is Planned To Be Laid On The Entire Road And Exits.• Cross-Slope Of The Road: One-Sided I=2.0%.• The Height Of The Road Should Be Related To The Existing Land Development.• Geometry Of Individual Road Elements In Accordance With The Pzt Drawings And Cross-Sectional Drawings. Construction Of The Road Surface And Exits • 4 Cm – Wearing Course Of The Road Surface Made Of Ac11s Asphalt Concrete; • Dia. 4Cm (100Kg/M2) – Binding/Leveling Layer Of Concrete Surface. Asf. Ac16w;• 10Cm - Subbase Made Of Crushed Aggregate Fraction 0/31.5Mm• 15Cm - Main Subbase Made Of Crushed Aggregate Fraction 0/63Mm• Existing Compacted Subgrade. Construction Of Roadsides• 10 Cm - Material From The Demolition Of The Existing Gravel Road. List Of Designed Elements Bitumen Surface 1,650.00 M2. Longitudinal Profilethe Longitudinal Profile Of The Designed Sections Was Incorporated Into The Existing Terrain Profile, Adjusting The Longitudinal And Transverse Slopes To The Possibility Of Surface Drainage Of The Road. Drainagethe Drainage Of Rainwater Will Not Change, Rainwater Will Still Be Discharged In The Road Lane To Green Areas.Demolition Works• When Connecting Existing Perpendicular Roads, Carry Out Demolition To The Extent Necessary To Establish A Connection.• Should Be Demolished Existing Road Surface. Material From The Demolition Should Be Used To Build Roadsides. Excess Excavated Material Should Be Disposed Of In Consultation With The Investor.