Tenders Are Invited For Reconstruction Of The Municipal Road Of Kuriana - Halickie, Episode Ii B, Commune Of Zabłudów As Task No. 1 And Reconstruction Of The Municipal Road In Kudrycze As Task No. 2

1) The Subject Of The Contract Is The Execution Of Construction Works As Part Of The Task: Reconstruction Of The Kuriana Municipal Road - Halickie Episode Iib In Km Rob. 1+556-2+195 (Plot 426/2) Halickie Precinct, Commune Zabłudów.2) A Road Located On The Plot No. Geode. 426/2 Within Halickie. The Beginning Of Episode Iib Was Founded In Km Rob. 1+556, End Of The Episode In Km Rob. 2+195) Inventoried On The Edge Of The Road Lane Of Poviat Road No. 1485B Episode Halickie - Łubniki - Zwierski. The Above Road Supports Residential Buildings And Farms Located On Neighboring Plots. It Is A Connection Through The National Road No. 19 Episode Białystok - Zabłudów And Poviat Road No. 1485B Halickie - Łubniki - Zwierski And Other Municipal And Internal Roads With The Rest Of The Zabłudów Commune. 3) On The Section The Gravel Surface With A Width Of Approx. 5, 00 M Width Was Inventorized On The Section. The Road Dehydration Is Carried Out Using The Surface Rainfall Rainfall In Accordance With The Direction Of Longitudinal Decrease To Existing Reduction Of The Area Near The Road. 5) The Material Scope Of Construction Works Includes, Among Others: A) Measuring Works; B) Preparatory Works: Grubbing, Removal Of Humus; C) Earthworks: Excavations, Embankments; D) Dehydration: Purification From The Sovereignty Of The Existing Tube Culvert With A Diameter Of 600 Mm; Restoration To The Original State Of Existing Ditches; E) Performing Surface Drainage, Including Giving Longitudinal And Transverse Decreases; F) Altitude Adjustment Of Existing Water Supply Boxes, Hatching Of Teletechnical And Gas Devices; G) Making A Foundation With Profiling And Compaction Of The Ground; H) Making A Road Surface 5.00 M Wide From Surface Consolidation Of Asphalt Emulsion (Three Layers); I) Making Bilateral Roadside 2 X 0.75 M From Natural Broken Aggregate Mechanically Stabilized; J) Expressions Of Exit For Side Roads- Construction As On The Main Section; In The Existing State; L) Protection Of The Existing Technical Infrastructure:  Energy Cable Network-Under The Side Of The Road And Ditches At 1+8020-2+010;  Gas Network At Km 2+007-2-1195. Culfl Under The Road At 2+007 Km, Zip At 2+007 In The Side Of The Road;  Water Supply Network At 2+007-2+180 Km At The Edge Of The Road, At 2+180-2+195 Km At Km 2+180-2+195 Left Side At The Edge Of The Road, Under The Road At 2+180 Km. In Km 2+070 (Law) Hydrant+Slope; Ł) Vertical And Horizontal Marking; M) Installation Of Energy-Consuming Barriers At 1+588-1+600; N) Marking Of The Area For The Time Of Conducting Works; O) Cut Shrubs Along With Root Carp. Trail, One-First) Category Movement: Kr1d) Design Speed: 40 Km/He) Load: 80Kn/Osf) Section Length: 639 Mg) Road Width: 5.00 Mh) Road Width: 0.75 Mi) Transverse Decrease: 2.5%J) Transvers Of The Roadside: 6.0%