Tenders Are Invited For Reconstruction And Renovation Of Poviat Road No. 1458 At Ul. Stefan Batory In Kędzierzyn-Koźle

1. The Subject Of The Contract Is: Reconstruction And Renovation Of Poviat Road No. 1458 At Ul. Stefan Batory In Kędzierzyn-Koźle. 2. The Subject Of The Contract Consists Of: 1) The Order Consists Of Two Stages: A) Stage I: Renovation Of Poviat Road No. 1458 At Ul. Stefan Batory In Kędzierzyn-Koźle. On The Section From Km 0+000.00 To Km 0+265.03 (Right Side), A Curb And Surface Replacement Was Designed: Pavement, Bands And Downhill Rides. The Existing Road Grades Will Be Slightly Changed. Changes Have A Character Maintaining Existing Declines And Eliminating Local Unevenness. The Method Of Draining Rain And Snowmelt In The Road Lane Area Will Not Change, They Will Be Surface -Drained In The Direction Of The Curb, Where They Will Be Taken Over By Inlets. Street Inlets Marked In The Project Documentation As W5, W6, W7, W8 Will Be Replaced Due To Poor Technical Condition. Absorbent Inproof In3, W4, W9 Are Intended For Liquidation. The Inlets Marked In The Design Documentation As W10 And W11 Are Intended For Renovation, And The Absorbent Wells To Which They Are Connected - For Cleaning. Due To The Inefficient Drainage System On The Section From Km 0+270.00 To 0+430.00 (Left Side), A Road Resistor Enabling Rainwater Flowing On The Side Of The Road Was Designed. The Service Of The Renovated Section In The Axis Is 430 M. It Is Expected To Change The Curb Line In The Plan On Some Sections. From Km 0+0.00 To Km 0+430 There Is A Replacement Of The Road Surface Along The Entire Width. Installing Of The Surface Of Individual Parts Of The Land Use- The Designed Surface Of The Main Road 2 580.0 M2- Designed Surface Of The New Pavement/For Replacement 330.0 M2- Designed Area Of ​​Exits For Renovation- Cobblestones 185.0 M2b) Stage Ii: Reconstruction Of Poviat Road No. 1458 With Ul. Stefan Batory In Kędzierzyn-Koźluna Section From Km 0+430.00 To Km 0+635.71 (Left Side) The Curb Replacement And The Surface Of The Conventions Were Designed. The Existing Road Grades Will Be Slightly Changed. Changes Have A Character Maintaining Existing Declines And Eliminating Local Unevenness. The Method Of Draining Rain And Snowmelt In The Road Lane Area Will Not Change, They Will Be Surface -Drained In The Direction Of The Curb, Where They Will Be Taken Over By Inlets. Street Inlets Marked In The Project Documentation As W5, W6, W7, W8 Will Be Replaced Due To Poor Technical Condition. Due To The Inefficient Drainage System On The Section From Km 0+430.00 To 0+626.80 (Left Side) A Road Resistor Was Designed To Run Rainwater On The Side Of The Road. On This Section, The French Drain Was Designed Whose Design Is Shown In Fig. 05R In The Project Documentation. In Km 0+629.1, The Lighting Of Pedestrian Crossings Was Designed. The Transverse Declines Of The Exit Were Adapted To The Designed Grade, Longitudinal Declines Of The Exits Were Shaped In A Way That Rainwater Did Not Affect The Properties Bordering The Road Lane (Shown In Fig. 04R In The Design Documentation). The Length Of T