Tenders Are Invited For Construction And Modernization Of An Access Road To Agricultural Land, Within:-Jawornik - Przedmieście, Register No. 376-Jawornik - Przedmieście, Register No. 1291

1) The Subject Of The Order Are Construction Works Consisting In The Construction And Modernization Of An Access Road To Agricultural Land, Within: − Jawornik - Przedmieście, Registry Plot No. 376 − Jawornik - Przedmieście, Registry Plot No. 1291.2) The Scope Of Works Includes: Access Road In The Town Of Jawornik - Przedmieście, Registry Plot No. 376 At Km 0+355 - 0+555 Preparatory Works: - Measurement Works - Troughs Made Along The Entire Width Of The Road And Sidewalks, Mechanically, Soil Category V-Vi, At A Depth Of 20˙Cm - Earthworks Performed With Backhoe Excavators, But In Soil Previously Stored In Heaps, Transported By Self-Unloading Vehicles Per 1 Km With An Excavator With A Capacity Buckets 0.25 M3 - Soil Category I-Iii - Profiling And Compaction Of The Substrate For The Construction Layers Of The Surface, Mechanically, Soil Category V-Vi; Base And Surface: - Stabilization Of The Substrate With Cement Using A Stabilization Team, Substrate Up To Rm = 5˙Mpa From Native Soil With Granulation With Min. 50%, Layer After Compaction, Thickness 20˙Cm - Base Course Made Of Crushed Aggregates, Top Layer, After Compaction 8 Cm; - Manual Forming Of Embankments - Delivered Soil - From The Deposit Of Soil Category Iii-V - Forming The Stripaccess Road In The Town Of Jawornik - Przedmieście, Register No. 1291 At Km 0+357 - 0+713 Preparatory Works: - Measuring Works - Mechanical And Manual Grubbing Up Of Copses And Bushes, Dense Copses - Mechanical Grubbing Up Of Trunks, Trunk Diameters 36-45 Cm - Troughs Made Along The Entire Width Of The Road And Sidewalks, Mechanically, Soil Category V-Vi, At A Depth Of 20 Cm - Earthworks Performed With Backhoe Excavators, But In Soil Previously Stored In Heaps And Transported By Truck Self-Unloading Machines Per 1 Km Excavators With Capacity Buckets 0.25 M3 - Soil Category I-Iii - Planing The Surface Of Slopes, Bottoms And Crowns Of Permanent Ditches, Excavations And Embankments And Bottoms Of Excavations Made Mechanically - Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement, Mechanically, Soil Category V-Vi; Substructure: - Stabilization Of The Subgrade With Cement Using A Stabilization Team, Subgrade Up To Rm = 5˙Mpa From Native Soil Together With Granulation By Means Of Min. 50%, Layer After Compaction, Thickness 20˙Cm - Base Made Of Crushed Aggregates, Top Layer, After Compaction 8 Cm; Surface: - Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion, Base Made Of Crushed Stone Or Cement-Stabilized Soil, Emulsion Consumption 0.8˙Kg/M2 - Surfaces Made Of Mineral-Bituminous Mixtures (Wearing Layer), Asphalt Mixture, Thickness After Compaction 5˙Cm, Gravel And Sand Mass, Car 5-10˙T - Crushed Aggregate Sub-Base, Upper Layer, After Compaction 5˙Cm - Roadsides 3) Detailed Subject Of The Order And Scope Of Works And Responsibilities. The Contractors Specify The Bills Of Quantities Of The Works, Detailed Technical Specifications Constituting Annexes No. 2 And 5 To The Swz 4) An Overvie