Tenders Are Invited For Architectural, Construction, Engineering And Inspection Services – Pd: Ii/366 Prostějov - Road Crossing - 2Nd Stage

Architectural, Construction, Engineering And Inspection Services – Pd: Ii/366 Prostějov - Road Crossing - 2Nd Stage. The Subject Of The Performance Of The Public Order Is The Processing Of Project Documentation, Within Which The Client Requests To Solve The 2Nd Stage Of The Realignment Of Road Ii/366, The Purpose Of Which Is To Divert Transit Traffic Coming From Plumlov Outside The Center Of Prostějova. The Bypass Route Is Situated In An Undeveloped Area In The Northwestern Part Of The City Of Prostějov And Will Continue Through K.Ú. Municipalities Of Smržice And Mostkovic And Is In Accordance With The Principles Of Territorial Development Of The Olomouc Region. The Beginning Of The Bypass Is Proposed At The Location Of The Currently Implemented Roundabout On Za Kostelecka Street, Which Is Part Of The Construction Of The Northeastern Bypass Of The City Of Prostějova. From The Roundabout, The Bypass Route Leads North-West To Road Ii/37760, Which It Then Copies With Slight Adjustments To The Radii Of The Directional Line In Accordance With Čsn 73 6101 Up To The Area Of The Existing Junction Of Road Ii/150 With Road Iii/37762 And Road Iii/37760 Near The Cemetery And Park With Solar Panels Near Mostkovice, Where The New Intersection (Variant 3 In The Search Study). From The Point Of View Of The Extent Of The Clash With The Urbanized Environment, The Area Of ​​Interest Is Favorable To The Built-Up Area, The Route Abuts Only At The End At The Connection To The Existing Forces. Ii/150, Over A Distance Of Approx. 140 M. A Collision With Technical Equipment Occurs Only At The End Of The Route At The Connection To The Existing Silos. Ii/150. The Clash With Utility Networks Will Be Resolved By A Transfer. The Diagrams Of The Course Of The Existing Networks Were Entered Into The Situation According To The Documents From Their Administrators And Their Impact Was Determined. Bypass Route, Except For The Connection To The Silo. Ii/150 At The End Of The Route, Is The Same For All Variants. The Route Was Designed According To Valid Čsn 73 6101 And 73 6102. Communication Is Designed In Category S7.5/90. The Width Of The Lane Is Proposed To Be 3.25M, The Width Of The Guide Strip 0.25M, The Width Of The Paved Shoulder 0.50M. The Transverse Slope Is Equal To 2.50% On The Entire Route Of The Bypass. According To Table 9 Of Čsn 73 6101, The Slope On The Shoulder Of The Junction Towards Prostějov Is 4.00%. The Current Situation Is That All Traffic Is Directed Along Road Ii/150 (Ul. Plumlovská) Towards The City Center, Or Part Of The Vehicles Turn Towards Držovice And The Surrounding Villages Following Existing Routes. Iii. Classes. From The Beginning Of The Route For About 1,700 Km, The Bypass Route Is Guided Through Agricultural Land. After That, The Route Already Copies The Existing Forces. Iii/37760 And At The End It Connects To The Existing Forces. Ii/150 Using A Junction. At The Beginning Of The Route, The Bypass Connects To The North-Eastern Bypass Of Prostějov, Which Is Already Under Construction, And Continues Until Km 1,500, Where It Crosses The Line. Iii/37762. There Will Be A Level Crossing At This Point (According To The Transport Model, Which Is Suitable To Be Carried Out After The Construction Of The North-Eastern Bypass, It Will Be Determined Whether It Will Be A Descent Or An Intersection). From This Point, The Bypass, With Slight Changes In Direction, Follows The Current Route. Iii/37760 And At The End It Connects To The Existing Forces. Ii/150 At The Cemetery