Tenders Are Invited For Ruokasenkatu Bridge Construction Contractor in Finland

Work Detail

The Contract Area Is Located In Rovaniemi On Ruokasenkatu Crossing Vt4, Where A New Bridge Crossing Vt4 To Ruokasenkatu Will Be Built And The Old Pedestrian Bridge Crossing Vt4 Will Be Demolished. Alitava Highway 4 Is Four-Lane At The Bridge Site. The Bridge To Be Built Is Located In A Different Place Than The Pedestrian Bridge To Be Dismantled. In Addition, Water Supply Structures And Street Structures Will Be Built On Ruokasenkatu At The Intersection Of Poromihentie. A Reinforced Concrete Continuous Slab Bridge Of 12.5 M+14.0 M+14.0 M+11.0 M Will Be Built At The Bridge Site. The Bridge Is Horizontally Straight And The Slope Is 103.05 Gon. The Total Length Of The Bridge Is 59.1 M And The Useful Width Is 16.0 M. The Intermediate Supports Of The Bridge Are Rectangular Pillars 3 Pcs/ Support Line. Intermediate Support T4 Is Located In The 1.5 M Wide Area Between The Driving Lanes. The Pillars Of Support T4 Are Shaped From The Lower End Into The Shape Of A Concrete Railing Element. The Concrete Railing Continues On Both Sides Of The Pillar, So The Pillar Acts As Part Of The Railing And A Direct Collision With The Pillar Is Prevented. The Support Lines Of All Supports Are Perpendicular To The Dimension Line Of The Crossing Road. All The Supports Of The Bridge Are Established On The Ground. The Cross-Section Of The Bridge Is Slab-Like, The Edges Of Which Are Beveled From The Outer Edge Of The Edge Beam, Measured At A Distance Of 2.6 M. The Lower Surface Of The Slab Is Horizontal In The Transverse Direction Of The Bridge, And The Upper Surface Is Shaped According To The Cross-Section Of The Crossing Street. The Bridge Cover Is Rigidly Attached To The Intermediate Beams. The Ends Of The Bridge Have Rubber Plate Bearings That Allow Movement In All Directions. The Bridge Is Supported Longitudinally On The Embankment By Means Of Buttress Beams At Both Ends. In The Transverse Direction, The Bridge Rests On The Embankment By Means Of Wing Walls At Both Ends. In The Immediate Vicinity Of Support T5, There Is An Old Station Building Built On Stone Slabs, The Foundation Level Of Which Is Higher Than The Digging Depth Of The Trench. The Contractor Must Draw Up A Detailed Support Plan For The Support Of The Trench. 5.0 Meter Transition Slabs Are Cast At The Ends Of The Bridge.

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