Tenders Are Invited For Reconstruction Of The Municipal Road In Kurowice - Ul. Government.

1. The Subject Of The Order Is The Reconstruction Of Municipal Roads As Part Of The Investment Task Entitled: Reconstruction Of The Municipal Road In Kurowice - Ul. Rządowa, Plots No. 89/4, 88, 89/1, 90/1, District 0006 Kurowice, Brójce Commune.2. The Scope Of The Investment Includes Construction Works Related To The Reconstruction Of The Road At Ul. Government In Kurowice, With A Total Length Of ~ 658 M, On Plots Marked With Registration Numbers 88, 89/1, 89/4 And 90/1, District 0006 Kurowice, In The Brójce Commune And Includes: 1) Preparatory Works: A) Surveying Measurements; B) Development Of Temporary Traffic Organization. 2) Earthworks And Demolition Works: A) Demolition Of The Old Road Surface;B) Mechanical Troughing For The New Road Structure And Sidewalk;C) Excavations For Storm Sewage.3) Road Drainage:A) Concrete Inspection Wells Dn1200 (6 Pcs.) And Dn1500 (4 Pcs.) With Cast Iron Manholes;B) Installation Of A Flow Regulator In The Inspection Well - 1 Pc.;C) Rainwater Drainage Network Made Of Wipro Dn500 Concrete Pipes - 69.74 M;D) Storm Sewage System Made Of Pvc-U Pipes Dn500 Class L, Solid Wall - 70.0 M;E) Storm Sewage Network Made Of Pvc-U Pipes Dn400 Class L, Solid Wall - 353.0 M;F) Storm Sewage Network Made Of Pvc-U Pipes Dn300 Class L, Solid Wall - 123.5 M;G) Sewage Network Rainwater Drainage System Made Of Pvc-U Pipes Dn250, Class L, With A Solid Wall - 2.82 M;H) Rainwater Drainage Network Made Of Pvc-U Pipes Dn200 Class L, With A Solid Wall - 29.6 M;I) Concrete Rainwater Inlets Dn500 With A Relief System - 12 Pcs.4) Structure And Surface Of The Road, 5 M Wide, In The Kr2 Category: A) Layer Natural Aggregate Stabilized With Cement Rm = 2.5 Mpa Thickness. 20 Cm; B) Substructure Thick. 25 Cm Of Crushed Aggregate 0/31.5 Mm Mechanically Stabilized; C) Binding Layer Thickness. 8 Cm; D) 4 Cm Thick Wearing Course; 5) Structure And Surface Of The 1.80 M Wide Sidewalk (Western Side): A) Cutting-Off Layer . 20 Cm Made Of Sand; B) Road Curb With Dimensions Of 20X30 On A Concrete Bench On The Side Of The Road; C) Concrete Edge With Dimensions Of 8X30 On A Concrete Bench On The Side Of The Property; D) Foundation Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thick. 15 Cm;E) Cement-Sand Bedding 1:4;F) Top Layer Of Gray Concrete Cubes, Thickness. 8 Cm.6) Reconstruction Of Paved And Unpaved Exits (Western Side): A) Length Of Exits 1.80 M (Sidewalk Strip); B) Width Of New Exits 5 M; C) Width Of The Rebuilt Exits Adapted To The Existing Condition; D) Natural Aggregate Stabilized With Cement Rm = 2.5 Mpa, Thickness. 15 Cm; E) Basic Foundation Made Of Crushed Aggregate 0/31.5 Mm Thick. 15 Cm; F) Cement-Sand Backfill 1:4, Thickness. 3 Cm; G) Surface Made Of Colored Cubes, Thickness: 8 Cm.7) Roadside (Eastern Side): A) Hardening Of The Roadside With Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 12 Cm, Layer Width 0.75 M, Slope 6% Towards The Adjacent Areas.8) Adjustment Of The Height Of The Paved Exits (Eastern Side):