Tenders Are Invited For Reconstruction Of The Internal Road In Topola, Plot No. 1004, 1072, From Km 0+000 To Km 0+260 And From Km 0+323 To Km 0+633, With A Total Length Of 570 Meters.

1. The Subject Of The Order Is Reconstruction Of An Internal Road In The Town Of Topola, Plot No. 1004, 1072, From Km 0+000 To Km 0+260 And From Km 0+323 To Km 0+633, With A Total Length Of 570 M. The Scope Of The Order Includes A Section Of The Internal Road In The Town Of Topola, On Plots No. 1004 And 1072, From Km 0+000 To Km 0+260 And From Km 0+323 To Km 0+633, With A Total Length Of 570 Meters. Plots No. 1004 And 1072 Are Located In A Rural Area, In The Skalbmierz Commune. Scope Of Works To Be Performed On Plot No. 1004• Leveling Of The Existing Aggregate Base Layer, Performed Mechanically With A Grader, With An Average Thickness Of 15-20 Cm, Along With Soil Compaction - 980.00 M²;• Making A Base Layer For The Asphalt Surface From A Mixture Of Unbound Crushed Aggregate Fraction 0/63 Mm, 17 Cm Thick, 3.50 M Wide, Including Compaction - 951.00 M²;• Making A Wearing Course Of The Ac 11 S Mineral-Asphalt Mixture For Traffic Category Kr 1-2, 6 Cm Thick After Compaction, Along With Delivering The Mixture From The Place Of Its Production, Sprinkling With Emulsion Asphalt, Making A Cut At The Existing Asphalt Surface And Pouring The Seam With Asphalt At The Intersection And At The Point Of Contact With The Asphalt Surface Along The Access Road - 874.00 M²; • Strengthening The Roadsides With Crushed Aggregate Fraction 0/31.5 Mm, 6 Cm Thick After Compaction, On The Right And Left Sides Of The Road - 52.00 M². Scope Of Works To Be Performed On Plot No. 1072• Execution Of Earthworks On A Section Of Approximately 40 Meters, Including Mechanical Works, Slopes, Filling Of Gaps And Holes In The Blurred Slope, And Compaction Of The Embankment And The Side - 70.00 M³;• Construction Of The River Bed With A Mechanical Grader, Along With Profiling And Compaction Of The Subsoil In Soils Of Categories I-Iv, With Average Bed Depth Of 20 Cm, In Places With Washed-Out Subgrade And Silt Deposits - 340.00 M²;• Completing The Subgrade Layer In Places Of Local Washes With A Mixture Of Unbound Crushed Aggregate Fraction 0/63 Mm, Including Installation And Compaction - 40.00 M²;• Leveling The Existing Subgrade With A Mechanical Grader, Including Profiling And Compaction, With An Average Thickness Of 10 Cm - 1,054.00 M²;• Execution Of The Base Layer For The Asphalt Surface From A Mixture Of Unbound Crushed Aggregate Fraction 0/31.5 Mm, Class C90/3, Thickness Of 15 Cm, With Compaction - 1,085.00 M²;• Execution Of A Wearing Course From The Ac 11 S Mineral-Asphalt Mixture For Traffic Category Kr 1-2, 6 Cm Thick After Compaction, Including Delivering The Mixture From The Place Of Its Production, Sprinkling With Asphalt Emulsion And Making And Filling The Seams With Asphalt - 1,023.00 M²;• Making Roadside Surfaces Made Of C30/37 Class Concrete, In Permanent Formwork, 21 Cm Thick - 24.00 M²;• Making Roadside Reinforcements Crushed Aggregate Fraction 0/31.5 Mm, 6 Cm Thick After Compaction, On The Right And Left Side Of The Road - 58.00 M²;• Mechanical Landscaping Of The Area At Th