Tenders Are Invited For Reconstruction Of Poviat Road No. 1194N Road No. 1307N (Zalewo) - Miłomłyn - Construction Of The Pavement In Msc. Loan

1 Side-In-Side Technical Parameters:- Length 251.50 M- Width 1.80- 2.00 M- Area 448.80 M2chdid Is Located Directly On The Left Edge Of The Poviat Road. In The Lane Of The Poviat Road, The Pavement Is Removed From The Edge Of The Road Distance From 0.75 M To 5.40 M. The Pavement With A Length Of 251.50 Mb Will Connect The Existing Pavements Within The Public Transport Bus Stop. It Should Be Made Of 1.80 M Wide Pedestrian Pavement. On The Section From Km 0+000 To Km 0+120, The Pavement Limited On A Concrete Rim 8X30 Cm. On The Remaining Section From 0+120 Km To Km 0+251.5, The Pavement From The Road Side Is Limited By A 15X30 Cm Concrete Curb From The Green Side Of The 8X30 Cm Concrete Ruling. At The Exit To The Property At The Edge Of The Road, The Invasion Curb At +2 Cm. The Sides And Rear Of The Congress Limited By A Concrete Resistor Of 12X25 Cm With A Height Of ± 0 Cm From The Road Surface. Speed ​​Pavement Made Of Concrete Cobblestones Gr. 8 Cm On Cement -Sand Bedding Gr. 4 Cm. Concrete Cube Arranged On The Foundation Layer Of A Crushed Aggregate Mixture C5/6 Mpa Gr. 15 Cm And Draining Layer From Concentrated Sand. 20 Cm. The Foundation On Conventions From A Mixture Of Aggregate Associated With C5/6 Mpa 20 Cm Thick. At Km 0+0+118.6 A Culvert During A Road Ditch With A Length Of 10.00M Was Designed. A Culvert Of Sn8 Structural Pipes With A Diameter Of 400 Mm. A Culvert 800 Mm In Diameter 300 Cm Long Was Designed At 0+230 Km. Liberties Placed On A Bench From A Mixture Of An Aggregate Unrelated 0/20 Mm With Thickness 30 Cm. Under The Pavement At 0+151 Km; 0+174; 0+199; 0+229.5 Is Designed Under The Pavement Inverted Sewage. Within The Culvert At 0+230 Km, The Slope Strengthening On Both Sides Of The Culvert With A Field Stone On C12/15 Concrete During The Poviat Road At The Height Of The Designed Pavement, The Existing Left Road Ditch Should Be Cleaned.