Tenders Are Invited For Construction/Reconstruction Of Access Roads To Agricultural Land Nowe Dwory, Plot Registration Number 59/1, 81/3, 111, Nowe Dwory Precinct, Commune. Wieleń, Czarnków-Trzcianecki Poviat

The Subject Of The Order Is The Implementation Of An Investment Task: Construction / Reconstruction Of Access Roads To Agricultural Land Nowe Dwory, Plot Registration Number 59/1, 81/3, 111, Nowe Dwory District, Commune. Wieleń, Czarnków-Trzcianecki Poviat, Including: 1.1. Measurement Works - 0.7520 Km, 1.2. Earthworks - Construction Of The River Bed - 653 M3, 1.3. Subsoil Profiling And Compaction Performed Mechanically In Category Ii-Iv Soil (Road + Exits + Bays + Sidewalks + Benches) - 3,265.00 M2, 1.4. The Upper Layer Of The Foundation Made Of Crushed Aggregates With A Thickness Of 20 Cm After Compaction - Road. Multiplicity = 2 - 3265 M21.5. Surface Consolidation Of Road Surfaces With Asphalt Emulsion, Stone Grit Fraction 8-11 In The Amount Of 13.0 Dm3/M2 - 2819.00 M2,1.6. Surface Consolidation With Emulsion With Grit 10 Dm3/M2 Fraction 5-8 - 2819.00 M2,1.7. Surface Treatment Of Road Surfaces With Asphalt Emulsion, Stone Grit Fraction 5-8 - 2819.00 M2, 1.98. Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Grit Fractions 2-5 - 2819.00 M2.1.10. Flat Road Signs - Disassembly - 2 Pieces.1.11. Vertical Road Signs - Steel Pipe Posts - 10 Pcs.1.12 Vertical Road Signs - Prohibition, Warning And Information Signs, Placards - 14 Pcs.1.13. Strengthening The Slopes With Topsoil Of Thickness 10 Cm Including Grass - 1,940.00 M2, 1.14. Mechanical Grubbing Up Of Groves – 0.0040 Ha, 1.15. As-Built Surveying Inventory – 1 Set. The Reconstruction Of A 752-Meter-Long Road Section Is To Be Carried Out Within The Existing Road, Plot No. 59/1, 81/3, 111, Nowe Dwory District, Commune. Wieleń, Czarnków-Trzcianecki Poviat. Drainage From The Road Will Be Carried Out On The Surface Through Appropriate Transverse And Longitudinal Slopes Ensuring Efficient Drainage Of Retention Water Into The Adjacent Permeable Area. A One-Sided Road Slope Of I = 2%, Shoulder Slope I = 4% Was Assumed. The Road With The Following Construction And Technology Was Assumed: Roadway: - Width 4.60 M, Slope I = 2% - 2 Cm - Triple Surface Consolidation Of The Surface With Asphalt Emulsion And Chippings: 1St Layer Of Grits Of Fraction 8/11 Mm, 2Nd Layer Of Grits Of Fraction 5/8 Mm, 3Rd Layer Grits Of Fraction 2/5 Mm Subbase: - Width 4.6 M, - Lower Layer Of Subbase Made Of Crushed Aggregate Fraction 0/63, Thick After Compaction 12 Cm, Mechanically Stabilized, - Upper Layer Of Subbase Made Of Crushed Aggregate 0/31.5, Thick After Compaction 8 Cm, Mechanically Stabilized.