Tenders Are Invited For Modernization Of District Road No. 1941C Górki Zagajne - Juncewo - Żerniki From Km 1 ... in Poland

Work Detail

The Subject Of The Order Is: Modernization Of District Road No. 1941C Górki Zagajne - Juncewo - Żerniki From Km 10+845 To Km 13+105 And From Km 13+490 To Km 17+020 Along With The Construction Of A Sidewalk In The Town Of Juncewo Detailed Description Of The Subject Of The Order Modernization District Road No. 1941C Górki Zagajne – Juncewo – Żerniki From Km 10+845 To Km 13+105 And From Km 13+490 To Km 17+020 The Task Regarding The Modernization Of The District Road Will Consist In: • Local Milling Of The Surface, • Mechanical Cleaning Of Culverts, • Regulation And Cleaning Of Rainwater Drainage Inlets ,• Making A Leveling Layer Of Ba Ac16w In Places Indicated By The Ordering Party,• Cutting Roadsides, • Construction Of Roadsides Made Of Mechanically Stabilized Crushed Aggregate. A Detailed Description Of The Subject Of The Order For The Modernization Of The District Road Was Presented In The Offer Cost Estimate. Construction Of A Sidewalk Along The District Road No. 1941C Górki Zagajne - Juncewo - Żerniki In The Town Of Juncewo. The Beginning Of The Designed Sidewalk Was Connected To The Existing Sidewalk Built As Part Of The Expansion Of Dw251 Near Property No. 11, While The End Is Located At The Intersection With The Municipal Road, Plot No. 299/1. At Working Kilometer 0+190 There Is An Intersection With A Municipal Road Where The Designed Sidewalk Will Be Adapted To The Geometry Of The Existing Intersection And Introduced Into The Municipal Road With Curves With A Radius Of R = 8. The Edge Of The Sidewalk Was Adapted To The Edge Of The Dp1941c Road. A 1.8 M Wide Sidewalk (1.6 M In Difficult Conditions) Was Designed, Made Of Phased Concrete Cubes With Dimensions. 10X20 Cm And Thickness 6 Cm On A Cement-Sand Ballast (1:4) Thick. 5 Cm And A Cutting Layer Of Thickness. 15 Cm After Compaction With C1.5/2.0 Stabilization. The Sidewalk Should Have A Transverse Slope Of 2% Towards The Road And The Longitudinal Slope Should Be Adjusted To The Level Of The Existing Road. The Sidewalk Should Be Limited From The Road With A Concrete Curb Of Dimensions 15X30x100 Cm Protruding 12 Cm Above The Road (Taking Into Account The Leveling And Wearing Course Of The Road), Placed On A Concrete Footing With C12/15 Concrete Support. From The Side Of The Road, It Is Planned To Close The Sidewalk With A Concrete Edge Of Dimensions. 8X25x100 Placed On A Concrete Bench With C12/15 Concrete Support (Do Not Use Edging In The Area Where There Is A Fence Foundation). Concrete Cubes Should Be Mostly Gray In Color, Only Along Its Entire Length. (At The Curb) It Is Planned To Lay 20 Cm Wide (Two Rows) Of Red Concrete Cubes. Situational Solutions Take Into Account The Existing Development Of The Road (Property Boundaries), Minimizing The Scope Of Earthworks. .As Part Of The Construction Of The Sidewalk, It Is Planned To Modernize The Existing Road Surface Along The Length Of The Designed Sidewalk Due To Its Poor Technical Condition. During The Investment, A Leveling Layer Of Ba Ac11

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