Tenders Are Invited For Reconstruction Of Poviat Road No. 2152P In Czerniejewo

The Planned Investment Includes Renovation Of The Pavement Of The District Road Of The Class From 2152P In Czerniejewo In The Commune Czerniejewo Towards Pawłowo. The Length Of The Section Is 1.51Km. The Investment Is Designed On Plots Of The Existing Road Lane Of Poviat Road No. 966, 23, 979, 14 Czerniejewo Precinct. It Is Planned To Renovate The Existing Bituminous Surface Along The Entire Length Of The Designed Route Section. From Km 0+000.00 To Km 0+360.00, The Ac11s 50/70 Abrasive In-Outfit Was Designed. 5Cm. In The Places Marked In The Documentation, Partial Repairs Of The Existing Surface Should Be Carried Out By Milling And Arranging An Additional Level Of Compensatory Ac11w 50/70 Gr. 4Cm. At Km 0+140.0 To Km 0+207.0, Make Milling On The Thickness Of On Average, 3Cm To Adapt The Height Road To The Existing Curb. From Km 0+360.0 To Km 1+070.0, The Performance Of The Ac11w 50/70 Remedy Was Designed. On Average, 3Cm And Mid-Wing Ac11s 50/70 Gr. 4Cm. The Existing Parking Bay Should Be Carried Out Profiling In The Axis Of The Bay Belt To Adjust The Altitude And Ensure Adequate Water Flow Towards The Ground Roadside. At Km 0+034.0 And 0+075.0, The Altitude Adjustment Of Existing Exits With Concrete Cube Pavements Along With The Curb Replacement With A 15X22x100 Invasion. In The Situational Locations Marked On The Sitting Plan, Conventions Paved With Broken Aggregate Should Be Made (Hard Aggregates Should Be Used). At The Bitumen Conventions, It Should Be Made And The Abrasive In The Gr. 4Cm Together With The V-Equalization. At The Congress At 0+427.0 Km Should Be Made, The Abrasive With A Thickness Of 5Cm (Entire Range Of The Existing Congress). The Existing Bus Bay Should Be Replaced By A Concrete Resistor Along With The Adjustment Of The Existing Concrete Cube Surface. Along The Curb On The Length Of The Sinus, One Should Be Made Of 1-Row Concrete Cube To Drain Rainwater To The Existing Tubular Drain. From Km 1+070.0 To Km 1+510.0, The Abrasive Ac11s 50/70 Gr. 5Cm (According To The Pre-Works Of The Works On This Section, Additional Amounts Of Equalization Were Also Accepted On The Underestimated Edges Of The Road). The Entire Length Of The Section Was Also Designed To Restore One Or Bilateral Ground Roadside (After Prior Execution Of The Existing Turf And Supplementing Possible Deficiencies In The Ground) From The Broken Stabilized Mechanical (Hard Aggregate) With A Width Of 1.0M (Class Of Class Z) And A Transverse Inclination Of 6.0%. The Work Of The Works Should Be Done Based On The Technical Documentation By Maciej Trajgis And Reporting Construction Works.