Tenders Are Invited For Road Reconstruction- Plot No. 1011 In Siedlęcin And Reconstruction Of The Road- Plot No. 1013 In Siedlęcin.

The Subject Of The Contract Is The Implementation Of Construction Works Consisting In: A. Reconstruction Of The Internal Road Section No. 1011 In Siedlęcin At A Length Of About 254M From The End Of The Existing Asphalt Congress From Poviat Road No. 2646D At Km 0+006.35 To Approx. Km 0+260. The Road Surface And Asphalt Concrete Conventions With A Road Width Of 3.00-2.50M Limited By A Concrete Resistor Or Invading Curb As Well As The Side Of The Road Or Sewage From The Stone Cube On The Resistance Concrete Bench Are Planned. Characteristic Parameters Of The Designed Facility:- Length Of The Section Of The Road Covered By The Project: 261.42M,- Length Of The Renovated Section Of The Road: Approx. 254M,- Road Width: 3.00- 2.50M,- Surface Of The Road From Asphalt Concrete: 670M2,- Surface Of The Roadside And Exit From Concrete Cubes: 27M2,- Surface And Sewage Surface From The Stone Cube: 30M2,- Road Surface From Broken Aggregate: 153M2,- Faculty Of The Slopes From Bet. Openwork: 114M2,- Pe Culprit, Pp: Fi Min. 1000Mm, L = 9.90M. 200Mm, L = 6M.- Pvc Pipe Defect: Fi Min. 160Mm, L = 6M.- Protective Barriers U-12A: 52M (17+35M, Interchangeably 35M Panel Fence)- Category Of Movement Kr1.B. Reconstruction Of The Internal Road Section No. 1013 In Siedlęcin At A Length Of About 52M From The End Of The Existing Asphalt Congress From Poviat Road No. 2646D At Km 0+009.60 To Km 0+061.35. The Surface Of Asphalt Concrete Width Of 2.50-2.00M Is Designed, Limited By A Concrete Resistor Or Road And Sewage From A Stone Cube On A Retaining Concrete Bench. Behind The Concrete Resistor, The Roadside Is Designed From A Stone Aggregate 0-31.5Mm Mechanically Stabilized With Variable Width To The Road Lane Border And Descent And Exit From The Concrete Cube Gr. 8Cm Limited With A Concrete Rim On The Resistance Concrete Bench. If You Need To Reduce The Level Difference When Descending To The Building, Instead Of Resistors, The Use Of Invasion Curbs Is Allowed. Along The Existing Edge Of The Escarpment From Journal Of Laws No. 553 In Order To Protect The Road Structure Against Settlement, The Reconstruction Of The Retaining Stone Retained Structure On A Concrete Bench Reinforced With Concrete C25/30. Characteristic Parameters Of The Designed Object:- Length Of The Section Of The Road Covered By The Project: 61.35 M- Length Of The Renovated Section Of The Road: 51.75 M- Road Width: 2.50- 2.00M,- Road Surface Made Of Asphalt Concrete: 110M2,- Surface Of The Roadside And Concrete Cube Downhill: 25M2,- Road Surface And Sewage From The Stone Stone: Surface Area: Surface Area: 25M2,- Road Surface From Broken Aggregate: 50M2,- Culvert From Pe Notching Pipes, Pp: Fi Min. 1000Mm, L = 5.00M- U-12A Protective Barriers: 32M- Movement Category Kr1. As Part Of The Investment, Street Lighting Will Also Be Made On The Above -Mentioned Municipal Road Sections. The Set Description Of The Subject Of The Contract Is Contained In The Public Design Documentation Constituting An Attachment To This Swz