Tenders Are Invited For Reconstruction Of District Road No. 1287N Dr. No. 1279N - Dr. Area 1285N Per Month. ... in Poland

Work Detail

Reconstruction Of District Road No. 1287N, Dr. No. 1279N - Dr. Pow. 1285N In The City Of Goryń Road: Width: 4.80 - 6.00 M; Length 999.00 Meters 3. Basic Information Regarding The Order: 1) The Project In Question Is Located In The Iława Poviat, In The Commune. Kisielice In The Town Of Goryń And Includes Plots No. 227, 228, 180, 148, 234 - District 0005 Goryń. The Investment Concerns The Reconstruction Of The Road Surface Of The District Road No. 1287N, Dp 1279N - Dp 1285N, On A Section Of 999.00 M Long.2) On The Road Section Planned For Reconstruction From Km 3 + 520 To Km 4 + 519, The Road With A Length Of 999.00 M Has A Surface Made Of A Mineral And Asphalt Mixture. The Width Of The Road Is Approximately 4.80 – 6.00 M. Dirt Roadsides 0.50 – 0.75 M Wide. The Road Surface Along The Entire Section Is Cracked With Numerous Potholes. Raised Dirt Shoulders Hindering Water Flow From The Road. On Sections Of The Road With A Large Longitudinal Slope, The Shoulders Are Partially Washed Out By Flowing Rainwater And Meltwater. At Km 3+606, 4+165 And 4+393, ​​Existing Concrete Culverts Under The Road With A Diameter Of 160 – 300Mm. On The Right And Partially Left Side Of The Road, There Is A Sidewalk Made Of Concrete Paving Stones With A Variable Width Of 1.00 - 1.80 M.3) The Planned Task Involves The Reconstruction Of A Section Of The Road Of District Road No. 1287N. On The Section From Km 3 + 520 To Km 4 + 519, The Existing Bituminous Road Surface Will Be Reconstructed, Along With Standard Exits To Properties And Fields. A New Surface Will Be Made On The Road, Made Of Ac16w Mineral And Asphalt Mixture With A Diameter Of 4Cm (100Kg/M2). On The Leveling Layer, A New Surface Will Be Made Of The Ac11s Mineral-Asphalt Mixture, 4 Cm Thick After Compaction.4) Due To The Reconstruction, The Existing Exits Will Be Made Of The Ac11s Mineral-Asphalt Mixture. 4 Cm After Compaction. The Substructure Of The Exits Is Made Of 0/31.5Mm Crushed C50/30 Aggregate, Mechanically Stabilized, Thickness. 25 Cm After Compaction. A Binder Layer Of The Ac16w Mineral And Asphalt Mixture, Thickness. 4Cm After Compaction. The Existing Exits Along The Sidewalk Will Be Adjusted In Height To The Newly Designed Road Surface. The Road Width Remains Unchanged. 5) On The Section From Km 3+740 To Km 3+969 And From Km 4+366 To Km 4+386, On The Right Side Of The Road, A 15X22 Inrun Curb Will Be Placed On A Concrete Footing With A Resistance Of +6 Cm From The Surface In Order To Prevent The Roads From Washing Out. Rainwater Is Drained From The Road Surface To The Roadsides And Green Areas Within The Road, Partly To Existing Road Ditches, Which Will Be Cleaned And Profiled During The Investment, Ensuring Efficient Drainage Of Rainwater Off The Road, And Partly To The Rainwater Drainage System. The Existing Street Inlet 60X40 Cm At Km 3+606 Together With A 10.0 M Long Collector Section Will Be Renovated And Inspection Wells Will Be Installed. Additionally, At Km 3+854, 3+883.5 And 4+163, 60X40 Cm S

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