Tenders Are Invited For Construction Of A Low-Emission Mobility System In The Aleksandrów Łódzki Commune - Construction Of Roads For Pedestrians And Bicycles, Stage Ii (From Zgniły Błot To Słowak)

1. The Subject Of The Order Is The Reconstruction Of District Road No. 1134E And Municipal Roads No. 120003E, 120017E And 120023E In The Scope Of Construction Of A Pedestrian And Bicycle Path From The Height Of Plot No. 5 - Zgniłe Błoto District To Plot No. 3 - Słowak District, Together With The Construction Of A Rainwater Canal With Connection To The Bełdówka River.2. The Scope Of Works Includes In Particular: 1) Execution Of Demolition Works, 2) Execution Of Earthworks, 3) Cutting Down Of Conflicting Trees In Accordance With The Design Documentation Along With The Removal Of Logs, Removal And Removal Of Stumps - 1 Set, 4) Execution Of An Auxiliary Foundation Layer Made Of A C1.5/2.0 Cement Mixture With A Thickness Of 20 Cm – 2,235.37 M2.5) Execution Of An Auxiliary Foundation Layer Made Of A Mixture Bound With C1.5/2.0 Cement, Thickness. 18 Cm – 188.00 M2.6) Execution Of An Auxiliary Foundation Layer Made Of A Mixture Bound With C1.5/2.0 Cement, Thickness. 17 Cm – 414.62 M2.7) Execution Of An Auxiliary Foundation Layer Made Of A Mixture Bound With C1.5/2.0 Cement, Thickness. 15 Cm – 10,457.15 M2.8) Execution Of The Auxiliary Foundation Layer Of Asphalt Concrete, Thickness. 10 Cm – 1,533.00 M2.9) Construction Of The Foundation From Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 25 Cm – 978.39 M2.10) Construction Of The Foundation From Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 22 Cm – 250.04 M2.11) Making The Substructure Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 20 Cm – 11,383.15 M2.12) Construction Of The Foundation From Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 15 Cm - 96.64 M213) Making A Geogrid Protection, 1 M Wide - 689.00 M2.14) Cleaning And Sprinkling The Surface For Asphalt Concrete Layers With Ac16w - 12,091.54 M2.15) Making A Binding Layer Of Asphalt Concrete Ac16w 35/50, Thickness. 4 Cm – 10,006.54 M2.16) Execution Of The Binding Layer Of Asphalt Concrete Ac16w 35/50, Thickness. 6 Cm - 1,520.00 M2.17) Execution Of A Leveling Layer Of Asphalt Concrete Ac16w 35/50, Thickness. 4-8 Cm – 565.00 M2.18) Cleaning And Sprinkling The Surface For Layers Of Asphalt Concrete With Ac11s – 12,392.54 M2.19) Making A Wearing Course Of Asphalt Concrete Ac11s 50/70, Thickness. 4 Cm - 12,392.54 M2,20) Construction Of A Surface Made Of Gray Concrete Cubes - 664.66 M2,21) Construction Of A Culvert With A Diameter Of 1000 Mm - 4 M,22) Extension Of The Existing Culvert With A Diameter Of 800 Mm - 1 M,23) Reconstruction Of The Existing Culvert 3X1000 Mm - 2 M,24) Reconstruction Of The Existing Culvert Fi 500 Mm – 3.10 M,25) Construction Of A Box Culvert 200X100 – 4 M,26) Supplementing The Roadsides With Aggregate (0/31.5 Mm Mechanically Stabilized) 15 Cm Thick – 274.00 M2.27) Placing Concrete Curbs 15X30cm On A C12/15 Concrete Bench – 2,295.05 M,28) Setting Concrete Curbs 12X25cm On A C12/15 Concrete Bench - 369.86 M,29) Setting 8X30 Cm Concrete Borders On A C12/15 Conc