Tenders Are Invited For Reconstruction Of Poviat Road No. 1345 D Marcinowo.

1. Reconstruction Of Poviat Road No. 1345 D Marcinowo. 2. The Project Includes: 2.1 Subject Of The Investment. The Object Of The Investment Is The Reconstruction Of Poviat Road No. 1345D On A Section With A Length Of About 710 M. In Marcinowo. 2.2 Existing Condition. The Process Covered By The Study Begins At The Entrance To The Town Of Marcinowo At The Height Of Ul. Apricot And Fruit, And Ends At The End Of The Village At A Connection With The Existing Surface, Which Is In Good Technical Condition. The Total Length Of The Section Is About 710 M. In The Existing State, The Width Of The Road Both On The Left And Right Are Numerous Conventions. The Existing Bituminous Surface Is In Poor Technical Condition And Requires Urgent Repair2.3 Geotechnical Category Of The Substrate. The Rebuilt Poviat Road Operates Straight, Unsettled Loads, The Expected Constructions Are Not Complicated, The Ground Conditions And Water Conditions Are Simple, The Consequences Of Destroying The Designed Objects Are Negligible Therefore The First Geotechnical Category Was Assumed. Design. Basic Technical Parameters: Parameters Road District. Road Traffic Kr 2Klasa Roading Street Section Section - 710 Mszerość Road 5.50 - 6.50 Mszerokości Króżcza From The 1.0 Mcel Of The Reconstruction Of The Poviat Road Is To Make A New Bituminous Surface Due To The Poor Condition Of The Existing Surface. It Is Planned To Make A Road With A Width Of 5.5 M To 6.5 M And Reconstruction Of Existing Conventions. As Part Of The Reconstruction Of The Poviat Road, Existing Road Grooves Will Also Be Cleared And Adjusted To The Efficient Water Drainage And Mechanically Cleaned Existing Sewage System Along With The Sewage. Recreating Bilateral Roadsides Will Contribute To The Improvement Of Rainwater Flow From One Poviat Road. In Order To Improve The Drainage System Of The Rebuilt Poviat Road, Existing Ditches Will Be Cleaned And Cleared. In Addition, On The Last Section Of The Road About 215 M, A Mechanical Cutting Of The Roadside Will Be Made For Surface Drainage Of Rainwater Into The Watercourse Side. As Part Of The Investment, A Bus Bay Will Also Be Reproduced In The Place Existing With The Platform For The Getting On, While In The Region Of The Fire Station In Km Of Approx. 0+182 A Release Threshold Will Be Made, Which Is Also A Pedestrian Cross The Existing Pavement Located On The Left Side Of The Road In Km Of About 0+180 - 0+256 Will Be Postponed With The Curb And Adapted To New Roadside Heights. On The Section From Km 0+613 To Km 0+672 On The Left, They Are Crossed By The Strengthening Of The Slopes With Concrete Openwork Plates Filled With Aggregate. In Km From 0+80 To Km 0+120 On The Right Side Of The Road Outside There Are Three Carpics Remaining After Cutting Down Trees, Which Should Be Removed As Part Of The Task. Land Use2.4.2 Data Specifying The Impact Of Mining Operation On The Area Of ​​The Construction Intention Located Within The Mining Area. The Investment Of The Investment Is Smal