1. The Subject Of The Order Is The Construction Of The Municipal Road Of Chądzyna Kuski - Chądzyna Krusze. The Subject Of The Subject Of The Contract Includes Tasks: Task No. 1 - Section From Km 0+000 To Km 1+410, Co -Financed From The Governmental Road Development, Task No. 2 - Section From Km 0+000 To Km 0+181. Km 2+026, No. 2 From Km 0+000 To Km 0+181, So The Subject Of This Contract Does Not Include All Works Included In The Project Documentation. The Basis Of Technical Parameters Of The Municipal Road Commune Road No. 2 X 0.75-1.25 M-Pavement-2.00 Mspads Transverse Road Surface Or One-Sided Road Surface-1-2%The Designed Surface Has An Approximate Course Of The Existing Asphalt Road. Control Points Were Used To Improve The Location Of The Road In The Road. The Municipal Road Of The Category D With A Two-Way Cross-Section, Intended For Doruchu In Both Directions With A Road Width Of 3.50-5.00 M, Side Roadside After 0.75-1.25 M. To Improve Road Safety, In Order To Allow The Vehicle To Pass, The Road Widening Was Designed. The Ordinary Ones With Asphalt. The Road With A Width Of 5.00 M, And Bilateral Roadsides At 0.75 M, And Cutting The Edge Of The Road And The Exit With The Slants 1.0-2.5: 1.0-2.5 M Or Rounded With A Circular Wheel With A Radius Of 5.0 M. For The Entire Section Of The Road Being Built, Dehydration In The Form Of Roadside Ditches Or Cannedly Absorbent French Removal. Asphalt: A) Surface Made Of Mineral-Bituminous Mixture Ac 11 S According To Pn-En-13108-1 (Asphalt Binder 50/70) Gr. 4 Cm-Abutment, B) Sprinkling Road Surfaces Asphalt In The Amount Of 0.5 Dm³/M², C) Surface Made Of Mineral And Bullumic Mixture Ac 16 W According To Pn-En-13108-1 (Asphalt Binder 50/70) Gr. 5 Cm-Binding Condition, D) Sprinkling Road Surfaces Asphalt In The Amount Of 0.8 Dm³/M², E) Foundation Of Broken Aggregate With A Grain Of 0-31.5Mm Gr. 20 Cm-On Widening, F) Foundation Made Of Natural Aggregate 0-31.50 Mm Gr. 20 Cm-On Widening. Construction Episode 1 From Km 0+000 To Km 0+040: A) Surface Made Of Mineral-Bitual Mixture Ac 11 S According To Pn-En-13108-1 (Asphalt Binder 50/70) Gr. 4 Cm-Abutment, B) Sprinkling Road Surfaces Asphalt In The Amount Of 0.5 Dm³/M², C) Surface Made Of Mineral And Bullumic Mixture Ac 16 W According To Pn-En-13108-1 (Asphalt Binder 50/70) Gr. 5 Cm-Binding Condition, D) Sprinkling Road Surfaces Asphalt In The Amount Of 0.8 Dm³/M², E) Foundation Of Broken Aggregate With A Grain Of 0-31.5Mm Gr. 10 Cm, F) Foundation Made Of Broken Aggregate With A Grain Of 0-31.5Mm Gr. 20 Cm-On Widening, G) Foundation Made Of Natural Aggregate 0-31.50 Mm Gr. 20 Cm-On Widening. Construction Of The Roadside: A) Surface Of Broken Aggregate With A Grain Of 0-31.5Mm Mechanically Stabilized Gr. 9 Cmb) Layer Of Broken Aggregate With A Grain Of 0-31.5Mm Mechanically Stabilized Gr. 10 Cm (On The Sections Of The Road With The Foundation) C) Supplementing The Patter To The Required Height (Embankment From The G1 Material). Construction Of The Roadside With
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