Tenders Are Invited For Road Construction Works – Tölgyes Street Renovation

Road Construction Works – Tölgyes Street Renovation. Tölgyes Utca Road Renovation, Pavement Construction And Rainwater Drainage: Planned Quantities: - Planned Road Length In Total: 1078.58 M - Planned Sidewalk Length: 1135 M - 4.373 M2 Mirror Preparation - 1.579 M2 Bench Arrangement - 400 M2 Section Formation - 1.137.5 M2 Earth Extraction - 218.2 M3 Macadam System Road And Mechanical Stabilization Demolition - Creation Of 55 M Sunken Edge Or Running Row - Creation Of 1,226 M Of Classic Road Edge - Creation Of 44.7 M2 Of Pavement For Heavy Use - Milling Of The Top Layer Of 4,093 M3 Asphalt Pavements - Creation Of 230.66 M3 Of Rolled Asphalt Base Layer Ac22 Base (N) 35/50, Ac22 Base (N) With 50/70 Type Bitumen, - 140 M3 Leveling Layer With Ac11 Abrasive 50/70, Ac11 Abrasive 70/100 Type Bitumen - 349.87 M3 Rolled Asphalt Wear Layer With Ac11 Abrasive (N) 50/70, Ac11 Abrasive (N) 70/100 Type Bitumen Design Class: B.Vi. Network Function: D Environmental Condition: B Design Speed: 30 Km/H The Crown Width Of The Planned Road Renovation Is 9.00M. The Widening To 6.00 M Will Take Place With A 2.5% One-Sided Fall In The Direction Of The South, In The Direction Of The Planned Rainwater Channel. Tölgyes Utca Branches Off To The Right From Csongor Utca. At The Same Time As The Tölgyes Utca Branch, The Section Of Csongor Utca With An Affected Pavement Length Of About 50.0 M Will Also Be Renovated. The Road To Be Renovated Crosses The Érpataki Viii.- Main Stream In Section 0+203.5 Km (0301 Hrs.) In Section 5+875 Km Of The Main Stream Vb. With A Bridge. The World Cup Bridge Width 9.50 M, Width Between Sidewalks 7.00 M. On The North Side Of The Street, A 1.50 M Wide Sidewalk Will Be Built Along The Lot Boundaries. The Widening Of The Pavement Is Two-Sided From The 0+000 Km Section To The Intersection Of The Main Stream Of Érpataki Viii., Further On, The Road Widens Mainly In The South Direction Towards The Forest. Before The Road Connections Of The Sidewalk Sections, Tactile Pavements Must Be Created By Installing A 1.5 M X 0.3 M Guide Strip And A 0.6 M X 1.5 M Warning Sign. Placement Of Elements For Speed Reduction In The 0+100, 0+450 And 0+800 Km Sections Is Planned, Taking Into Account The Provisions Of The Planning Guide Road Traffic Calming Published By The Hungarian Road Company. The Renovation And Widening Of The Planned Road Necessitates The Construction Of A Closed Rainwater Channel In The Street. The Route Of The Closed Rainwater Drainage Channel Is Planned Along The Route Of The Existing Gravity And Drainage Ditch Sections, So They Will Be Demolished And Filled. The Receiver Of The Closed Precipitation Channels Is Érpataki Viii., Which Crosses The Street. Existing Connection Points Of The Main Stream. A D 300 Kg-Pvc Channel Is Planned For A Length Of Approximately 187.8 M From The Existing Sinkhole Marked M27 From The West, And A D 400 Kg-Pvc Channel For A Length Of 729 M From The East. At The Receiver, The Existing 12 M Long Ø 40 Concrete Channel Section Is To Be Converted To A D 400 Kg-Pvc Pipe Due To The Change In Level Connection. Opposite Sikló Utca, The Cesspool In The Forest Will Continue To Be Connected To The Drainage System. After The Construction Is Completed, This Draining Pool Will Also Be Removed