Tenders Are Invited For Reconstruction Of District Road No. 4502W Kazanów - Kopiec From Km 1+982 To Km 3+165

1. The Subject Of The Order Is The Performance Of Construction Works Consisting In: Reconstruction Of The District Road No. 4502W Kazanów - Kopiec From Km 1+982 To Km 3+165. 2. The Scope Of Works Includes: 1) Preparatory And Measuring Works; 2) Demolition Works Of Existing Surfaces; 3) Construction Of A Right-Hand Sidewalk Made Of Paving Stones, 1.50 M Wide, Along The Edge Of The Road, Behind The Designed Concrete Curb, Along The Entire Section, With Places For People With Special Needs (Pedestrian Passing Places), 2.0 M Long And 2.3 M Wide; 4) Reconstruction Of The Existing Bus Bay At Km 2+285.10 (Side L) With An Asphalt Surface Along With A Stop Platform Made Of Paving Stones And Construction Of An Access From Paving Stones To The Planned Pedestrian Crossing At Km 2+259.50; 5) Construction Of Warning Strips For The Blind From Concrete Warning Tiles With Protrusions On Both Sides Of The Pedestrian Crossing At Km 2+259.50; 6) Construction Of Entrances To The Property From Paving Stones; 7) Construction Of Ramps From Crushed Aggregate; 8) Construction Of Asphalt Concrete Exits; 9) Adjusting The Height Of Paving Stones Within The Existing Exits And Accesses To The Property To The Level Of The Asphalt Surface; 10) Carrying Out Local Corrective Milling Of The District Road Road To A Depth Of Up To 4 Cm; 11) Construction Of A Retainer Along The Road From Crushed Aggregate 0-31.5 Mm Thick. 30 Cm And Width 0.3-0.75 M; 12) Construction On The Section From Km 2+336 To Km 2+411 And From Km 2+940 To Km 3+165 On The Left Half Of The Road Of A New Surface Structure Consisting Of Layers: • Cement-Stabilized Sand With Rm=2.5 Mpa Thickness. 20Cm; • Substructure Made Of Crushed Aggregate 0/31.5 Mm Stabilizing. Down. Gr. 20Cm; • Concrete Substructure Inserts. Asphalt Ac16w Kr3, Thickness 8 Cm; • Binding Agreement With The Bet. Asphalt Ac16w Kr3, Thickness 4 Cm; • Concrete Wear-Out. Asphalt Ac11s Kr3, Thickness 4 Cm; 13) Construction Of A Leveling Layer Of Ac16w Kr3 Asphalt Concrete On The Existing Asphalt Road From Km 2+223.67 With A Diameter Of Gr. 5.5 Cm According To The Alignment Table; 14) Construction Of A Binder Layer Of Ac16w Kr3 Asphalt Concrete On The Existing Asphalt Road From Km 2+223.67, Thickness 4 Cm; 15) Construction Of A Concrete Wearing Course On The Existing Asphalt Road From Km 2+223.67. Asphalt Ac11s Kr3, Thickness 4 Cm And 5.5 M Wide (6.1 M And 6.5 M Wide Within The Horizontal Arc); 16) Mechanical Cutting Of Existing Elevated Earth Shoulders On A Width Of 1.0 M; 17) Construction Of Roadsides Improved With 1.0 M Wide Crushed Aggregate Along The Edge Of The Asphalt Road; 18) Clearing The Entire Section Of Existing Ditches; 19) Construction Of Culverts From Pehd Pipes, Diameter 40 Cm, Under The Exits, Along With Strengthening The Inlets With Field Paving On A C16/20 Concrete Bench; 20) Construction Of 4 Pcs. Of Type 1 Curb Drainage Wells And 17 Type 2 Curb Drainage Wells Along With Sewers Made Of Pvc Pipes Diameter 160, Discharging Rainwater To E