Tenders Are Invited For Reconstruction Of The Internal Road In The Musików Commune For Plot 1348/33; 1348/24 Rzeczyca Długa Precinct

1. The Subject Of The Order Is The Reconstruction Of An Internal Road In The Musików Commune For Plot 1348/33; 1348/24 Rzeczyca Długa District, Hereinafter Referred To As Construction Works. The Scope Of Work Includes: - Reconstruction Of The Route And Elevation Points In Plain Terrain For Linear Earthworks (Including As-Built Geodetic Inventory) -0.188 Km - Reconstruction Of The Route And Elevation Points In Plain Terrain For Linear Earthworks (Including As-Built Geodetic Inventory) -0.052 Km - Mechanical Removal Of A Layer Of Fertile Soil (Topsoil), Layer Thickness Up To 15Cm -244 M3- Dismantling Of The Crushed Aggregate Foundation, Thickness. Layer 15 Cm -27 M2- Dismantling Of The Crushed Stone Surface, Thickness Up To 15 Cm (Road + Shoulder) -33 M2- Mechanical Excavation In Category I-Ii Soil With Transport Of Excavated Material To A Dump Or Embankment For A Distance Of Up To 1 Km - (In The Culvert Design Location) -25 M3- Mechanical Excavation In Category I-Ii Soil With Transport Excavated Material For Dumping Or Embankment At A Distance Of Up To 1 Km - Construction Of Trapezoidal Ditches, Ditch Length 179 M -324 M3- Replacement Of Low-Bearing Soil (Excavation And Removal Of Excavated Material - Average Depth 0.50 M) (1623 M2x0.50 M) -812 M3- Construction Of Mechanical Embankments From Soil Of Categories I-Ii With Extraction From Excavation/Undercut And Transport Of Soil For A Distance Of Up To 1 Km (Backfilling Of The Culvert) -20 M3- Construction Of Mechanical Embankments From Soil Of Categories I-Ii With Extraction From The Cut/Undercut And Transport Of Soil For A Distance Of Up To 1 Km (Road + Roadside) -544 M3- Replacement Of Low-Bearing Soil - Medium Sand With Cbr ≥30% -812 M3- Laying Reinforcing Geotextile With A Weight Of 250-300G/M2 -1,376 M2- Making The Basic Foundation Of Crushed Aggregate. 0-63Mm, Layer Thickness 15Cm (Road + Reconstruction Of The Road In The Place Of The Designed Culvert) -1403 M2- Construction Of The Roadside From Crushed Aggregate, Thickness Layer 15Cm, Width Of The Roadside 50Cm -254 M2- Construction Of The Foundation From Cement-Stabilized Soil With A Strength Of Rm 2.50 Mpa, Layer Thickness 15Cm -1376 M2- Construction Of The Surface From Crushed Aggregate Fr. 0-31.5 Mm, Upper Layer, Layer Thickness 8 Cm (Road + Reconstruction Of Naves In The Place Of The Designed Culvert) -1403 M2- Topsoiling With Sowing Of Slopes With A Topsoil Thickness Of Up To 5 Cm -401 M2- Strengthening The Bottom And Slopes With Hydrotechnical Aggregate Fr. 63-200Mm, 20Cm Thick, On A C8/10 Concrete Foundation, Thick. 10Cm -3 M2- Laying The Culvert From A Pp Pipe With A Diameter Of Ø500mm -10 M- Construction Of Retaining Walls (Prefabricated Elements) Of The Ø500mm Culvert On A C8/10 Concrete Footing, 15Cm Thick -2 Pcs.- Construction Of A Foundation Footing Made Of Crushed Aggregate 0-31.5Mm, Thickness 20Cm -3 M3- Making Sand Bedding, Layer Thickness 10Cm -13 M22. Order Completion Date: Up To 2 Months From The Date Of Signing The Contr