Tenders Are Invited For Reconstruction Of Municipal Road No. 102649L From Km 1+023.40 To Km 2+022.40 And From Km 2+022.40 To Km 3+021.40 And From Km 3+028.60 To Km 3+450.00 In Jeleniec

The Subject Of The Order Is The Performance Of Construction Works Consisting Of: Reconstruction Of Municipal Road No. 102649L From Km 1+023.40 To Km 2+022.40 And From Km 2+022.40 To Km 3+021.40 And From Km 3+028.60 To Km 3+450.00 In The Town Of Jeleniec.4.2.1 Municipal Road No. 102649L From Km 1 + 023.40 To Km 2 + 022.40 In The Town Of Jeleniec - Plot No. 308. The Scope Of The Order Includes The Following Activities: 1) Preparatory Works 2) Substructure 3) Street Elements 4) Surface Works 5) Permanent Traffic Organization 6) Finishing Works The Scope Of Investment For Municipal Road No. 102649L In The Town Of Jeleniec From Km 1 + 023.40 To Km 2 + 022.40 Includes: A) Construction Of An Asphalt Road Surface 5.50 M Wide On The Entire Section Covered By The Study By Making: - A Leveling Layer Of Asphalt Concrete In The Amount Of 100 Kg/M2 On Average (4 Cm Thick) From Km 1 + 023.40 To Km 2 + 022.40; - A Wearing Course Of Concrete Asphalt Thickness 4 Cm From Km 1+023.40 To Km 2+022.40; B) One-Sided Widening Of The Road With A Width Of 0.50 M From Km 1+138.00 To Km 2+022.40 By Implementing: - A Leveling Layer Of Asphalt Concrete In The Amount Of 100 Kg/M2 (4 Cm Thick) From Km 1+138.00 To Km 2+022.40; Asphalt Concrete Wearing Course, Thickness 4 Cm From Km 1+138.00 To Km 2+022.40; A Layer Of One-Sided Lower Foundation On The Widening, Made Of Cement-Stabilized Soil With Rm = 5.0 Mpa, 15 Cm Thick From Km 1+138.00 To Km 2+022.40; A Layer Of One-Sided Upper Foundation On The Widening Made Of Crushed Dolomite Aggregate Fraction 0/31.5 Mm Thick 15 Cm From Km 1 + 138.00 To Km 2 + 022.40; - Construction Of A River Bed On A One-Sided Widening With A Depth Of 35 Cm Along With Profiling And Compacting The Subsoil For The Structural Layers Of The Road Surface From Km 1+138.00 To Km 2+022.40; C) Widening The Road On Both Sides With A Width Of 0.25 M From Km 1+023.40 To Km 1+138.00 By Implementing: - A Leveling Layer Of Asphalt Concrete In The Amount Of 100 Kg/M2 (4 Cm Thick) From Km 1+023.40 To Km 1+138.00; Asphalt Concrete Wearing Course, Thickness. 4 Cm From Km 1+023.40 To Km 1+138.00; A Layer Of Double-Sided Lower Foundation On The Widening Made Of Cement-Stabilized Soil With Rm = 5.0 Mpa, 15 Cm Thick From Km 1+023.40 To Km 1+138.00; A Layer Of Double-Sided Upper Foundation On The Widening Made Of Crushed Dolomite Aggregate Fraction 0/31.5 Mm Thick 15 Cm From Km 1+023.40 To Km 1+138.00; - Making A River Bed On Both Sides With A Depth Of 35 Cm Along With Profiling And Compacting The Subsoil For The Structural Layers Of The Road Surface From Km 1+023.40 To Km 1+138.00; D) Construction Of A One-Sided Pedestrian And Bicycle Path With An Asphalt Surface 3.00 M Wide On The Entire Section Covered By The Study By Making: - A Leveling Layer Of Asphalt Concrete With An Average Amount Of 75 Kg/M2 (3 Cm Thick) From Km 1+138.00 To Km 2+022.40; Asphalt Concrete Wearing Course, Thickness. 3 Cm From Km 1 + 138.00 To Km 2 + 022.40; - Construction Of A Base Made Of Crushed