Tenders Are Invited For Investor Supervision Over The Investment Titled: Construction Of A Low-Emission Mobility System In The Aleksandrów Łódzki Commune - Construction Of Pedestrian And Bicycle Paths, Stage Ii (From Zgniły Błot To Słowak)

1. The Subject Of The Order Is Investor Supervision Of Construction Works For The Task Titled: Construction Of A Low-Emission Mobility System In The Commune Of Aleksandrów Łódzki - Construction Of Roads For Pedestrians And Bicycles, Stage Ii - 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 - District Slovak Along With The Construction Of A Rainwater Canal With Connection To The Bełdówka River.2. Investor Supervision, Which Is The Subject Of The Order, Will Be Carried Out Over Works Consisting In The Construction Of A Road For Pedestrians And Bicycles In The Commune Of Aleksandrów Łódzki - From Zgniły Błoto To Słowak, In Particular Over: 1) Demolition Works, 2) Earthworks, 3) Felling Of Colliding Trees In Accordance With The Design Documentation, Along With The Removal Of Long Logs, Removal And Removal Of Stumps - 1 Set, 4) Execution Layers Of Auxiliary Foundation Made Of A Cement-Bonded Mixture C1.5/2.0 With A Thickness Of 20 Cm – 2,235.37 M2.5) Making 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 Additional Subbase Layer Made Of A Mixture Bound With C1.5/2.0 Cement, Thickness. 17 Cm – 414.62 M2.7) Making An Auxiliary Foundation Layer Made Of A Mixture Bound With C1.5/2.0 Cement, Thick. 15 Cm – 10,457.15 M2.8) Construction Of An Auxiliary Foundation Layer Of Asphalt Concrete With A Thickness Of 10 Cm – 1,533.00 M2.9) Construction Of A Foundation Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thick. 25 Cm – 978.39 M2.10) Construction Of A Foundation Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 22 Cm – 250.04 M2.11) Construction Of A Foundation Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 20 Cm – 11,383.15 M2.12) Construction Of A Foundation Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thick. 15 Cm - 96.64 M213) Making A Protection From A Geogrid, 1 M Wide - 689.00 M2.14) Cleaning And Sprinkling The Surface For Layers Of Asphalt Concrete 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) Making A Binding Layer Of Asphalt Concrete Ac16w 35/50, Thickness. 6 Cm - 1,520.00 M2.17) Making A Leveling Layer Of Asphalt Concrete Ac16w 35/50, Thickness. 4-8 Cm – 565.00 M2.18) Cleaning And Sprinkling The Surface For Asphalt Concrete Layers With Ac11s – 12,392.54 M2.19) Making A Wearing Course Of Ac11s 50/70 Asphalt Concrete, 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