Tenders Are Invited For Construction Of A Road On The Estate Ivy In The Town Of Dalki

The Planned Investment Includes The Construction Of Local Municipal Roads In The Town Of Dalki, Commune. Gniezno (Bluszczowe Estate). The Entire Investment Consists Of 3 Sections. Section I With A Length Of 180.4 M, Section Ii With A Length Of 84.6 M And Section Iii With A Length Of 86.9 M. The Total Length Of The Designed Sections Is Approximately 352.0 M. List Of Land Development Areas - Road With A Surface Made Of Eko Concrete Cubes - Area Approx. 1925.0 M2 - Ordinary Slopes With A Surface Made Of Eko Concrete Cubes - Area Approx. 270.0 M2. The Investment Is Planned On The Plots Of The Right-Of-Way Of Municipal Roads And The District Road (Intersection). Section I. It Has A Regular Intersection With District Road No. 2152P. Rounding Curves With Radii R = 10.0 M Were Designed At The Intersection. The Street Has A Constant Width Of 5.0 M. At Km 0+095.71 The Road Has An Intersection With Section Ii And At Km 0+180.43 The Intersection With Section Iii (Rounding Arcs With Radii R = 10.0 M). The Roadway Is Separated On Both Sides With A 12X25x100 Embedded Concrete Retainer, And On The Sections Marked In The Pzt, There Are Also Single- Or Double-Sided Kerbside Drains Made Of Concrete Cubes. In The Locations Marked On The Pzt, Ordinary D-Class Exits Were Designed With A Surface Made Of Concrete Drainage Blocks And Widths Adapted To The Existing Ones. The Exits, Like The Road, Are Separated By A 12X25 Embedded Concrete Barrier. In The Locations Marked On The Pzt, Accesses To The Gates Are Also Designed With A Surface Made Of Solid Concrete Cubes, Brick Type, 1.2 M Wide. On Both Sides Of The Road, Hardening Made Of Crushed Aggregate 0/63 Mm Is Planned. Episode Ii It Has A Regular Intersection With Episode I (Km 0+000.00). Rounding Curves With Radii R = 10.0-11.0 M Were Designed At The Intersection. The Street Has A Constant Width Of 5.0 M. Due To The Non-Through Nature Of The Street, A Widening (Maneuvering Area) Was Designed In The Final Section To Make A U-Turn Possible. The Square Has A Total Dimension Of 7.35X14x65. Due To The Possibility Of Draining Rainwater Into The Existing Section Of The Storm Sewer, The Road Is Separated On Both Sides With A Concrete Curb 15X22x100 (H=3.0Cm). The Exception Is The Section Of The Maneuvering Area (Left Side), Where Excess Rainwater Is Directed To The Adjacent Roadside And Green Areas Of The Road. A 12X25 Embedded Concrete Retainer Was Designed For This Section. Along The Entire Length Of Section Ii, A Left-Side, Two-Row Curbside Drain Made Of Concrete Cubes Was Designed. In The Locations Marked On The Pzt, Ordinary D-Class Exits Were Designed With A Surface Made Of Concrete Drainage Blocks And Widths Adapted To The Existing Ones. The Exits, Like The Road, Are Separated By A 12X25 Embedded Concrete Barrier. In The Locations Marked On The Pzt, Accesses To The Gates Are Also Designed With A Surface Made Of Solid Concrete Cubes, Brick Type, 1.2 M Wide. On Both Sides Of The Road, Hardening Made Of Crushed Aggregate 0