Tenders Are Invited For Reconstruction Of Braci Korczyńskich Street In Brzeg Dolny in Poland

Work Detail

The Subject Of The Order Is The Implementation Of The Investment: Execution Of Road Works As Part Of The Task Entitled: Reconstruction Of Ul. Braci Korczyńskich In Brzeg Dolny. The Basis For The Implementation Of The Subject Of The Order Is The Design Documentation Prepared By Plan Pracownia Projektowa With Its Registered Office At Ul. Browarna 1, 65-849 Zielona Góra, Constituting An Annex To The Swz. Construction Works Concern:1. Reconstruction Of The Street Korczyński Brothers2. Reconstruction Of The Parking Lotthe Subject Of The Order Includes The Reconstruction Of The Municipal Road And Its Elements Located On Plots No. 1363, 1364, 1355 (Before The Change Of Numbering Ar_11.16, Ar_11.17/7, Ar_11.13) Characteristics Of The Project As Part Of The Task, A Maneuvering Road With A Total Length Of 59.13 M And A Width Of 5.0 M To 5.5 M. Perpendicular Parking Spaces Are Planned With Dimensions Of 5.0 M X 2.5 M. The Project Also Involves Supplementing The Surface Of Existing Sidewalks In Order To Correspond To The New Road Design Solutions. The Road Will Have A Maneuvering And Fire Protection Function. Due To The Fact That The Designed Road Connects To The Existing Communication System, Part Of The Design Study Includes Surfaces Intended For Height Correction In Order To Adapt To The Adjacent Areas. 1. Characteristic Parameters Of The Building. A) Basic Construction Data: Technical Class Dtraffic Category Kr2 Road Load Capacity 100 Kn/Axis Width Of The Road For Pedestrians And Bicycles From 5.0 M To 5.5 M Road Length 59.13 M Surface Concrete Cubes Transverse Slope Of The Road: One-Sided 2% (Road), Roof Slope 2% (Parking Lots)A) Road Structure:• Surface – Gray Concrete Cubes. 8 Cm, • Technological Ballast – Fine Stone (Basalt) Thick. 5 Cm, • Substructure - Mechanically Stabilized Crushed Aggregate (0-31.5 Mm) Thick. 20 Cm, • Foundation – Soil Stabilized With Cement (From The Factory) Rm = 2.5Mpa Thickness. 15 Cm,• Native Or Embankment Soil Brought To Is Of Minimum 1.01.B) Pedestrian Road Structure (Sidewalk):• Surface - Concrete Cubes, Gray Colors. 8 Cm, • Technological Ballast – Fine Stone (Basalt) Thick. 3 Cm, • Substructure - Mechanically Stabilized Crushed Aggregate (0-31.5 Mm) Thick. 15 Cm, • Native Or Fill Soil Brought To Is Of Minimum 1.01. C) Parking Structure: • Surface – Graphite-Colored Concrete Cubes, Thickness. 8 Cm • Technological Ballast – Fine Stone (Basalt) Thick. 5 Cm• Substructure - Mechanically Stabilized Crushed Aggregate (0-31.5Mm) Thick. 20 Cm, • Foundation – Soil Stabilized With Cement (From The Factory) Rm = 2.5Mpa Thickness. 15 Cm, • Native Or Fill Soil Brought To Is Of Minimum 1.01.2. List Of Areas: A) Road Area 456.00 M2b) Parking Area 55.00 M2c) Sidewalk Area 42.00 M23. Demolition Worksdemolition Works Generated By This Investment Will Consist In Dismantling Elements Of Road Infrastructure That Conflict With The Planned Purpose. It Is Assumed That All Demolition Materials Will Be Disposed Of. 4. Reconstruction Works When Pe

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