The Subject Of The Public Contract Is The Reconstruction Of The Bridge, Which Consists In The Implementation Of A New Supporting Structure That Will Formed By A Monolithic Reinforced Concrete Frame With One Field. The Foundation Of The Bridge Will Be Deep On Micropiles. Groove. The Wings Will Be Parallel, Cantilevered Into The Walls Of The Frame. Monolithic Gutters Will Be Installed On The Bridge. Cornices With A Reflective Edge Height Of 150 Mm. The Arresting System Consists Of A Steel Railing With A Vertical Infill. Bridge Conclusions Will Not Be Made. Load-Bearing Insulation The Construction Will Be From Naip, Doubled Under The Cornices. Transitional Areas Will Be Addressed Using Transitions Wedges Made Of Gap-Shaped Concrete. The Reverse Side Of The Walls Of The Frames Will Be Drained By Dn150 Cross Drainage. Under The Bridge, The Riverbed Will Be Reinforced With Concrete Stone Paving (V-Shaped, Central Slope 5.50%), Always Finished With Transverse Concrete Thresholds. On The Flood Side, The Right Bank Will Be Adjusted For A Smoother Connection To The Right Bank Abutment. The Length Of The Bed Treatment Will Be Approx. 20.1 M, Strengthening Of The Bottom With A Stone Level Min. 200 Kg, Machine Folding, Wedging And Leveling The Face. The Reinforcement Of The Slope Cones Will Be Stone Paving In Concrete. Construction Finishing Will Be Carried Out On Both Sides Of The Structure. The Contract Will Be Financed From Mmr Subsidy Funds, Name Of The Subsidy Program: 117D926 Restoration Of Municipal And Regional Property After Natural Disasters In 2024, Grant Title Dt2, 1St Call. More Detailed Information Can Be Found In Appendix No. 1 Of The Call - Project Documentation, Including A Statement Of Measurements.
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