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Chapter Iii. Description Of The Subject Of The Order1) 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+000 - 0+555 Preparatory Works: - Troughs Made Along The Entire Width Of The Road And Sidewalks, Mechanically, Soil Category V-Vi, At A Depth Of 20˙Cm - Earthworks Carried Out With Backhoe Excavators, But In Soil Previously Stored In Heaps, Transported By Self-Unloading Vehicles Per 1 Km With An Excavator With A Capacity Of 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 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: - 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, Transported By Self-Unloading Vehicles On 1 Km Of 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 Performed Mechanically - Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement, Mechanically, Soil Of The V-Vi Categories; 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 Th
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