Tenders Are Invited For Preparation Of Comprehensive Design Documentation For The Demolition Of A Road Culve ... in Poland

Work Detail

1. The Subject Of The Order Is The Contractors Performance Of The Service Ordered By The Ordering Party Entitled: Development Of Comprehensive Design Documentation For The Demolition Of A Road Culvert And A Pedestrian Bridge And The Construction Of A New Engineering Facility Along Sadowa Street (Dg 150915W), Along With Obtaining The Required Consents And Permits For The Implementation Of The Investment And Performing Authors Supervision.2. As Part Of The Task, Comprehensive Design Documentation For The Demolition Of Both Structures And A Design For The Construction Of A New Bridge With Geometry Enabling The Transfer Of A Single-Lane Municipal Road With One Lane In Each Direction And A Pedestrian Sidewalk Should Be Designed. The Facility Should Be Designed For Load Class Ii Pn-En 1991-2 Eurocode 1. Impacts On Structures. Part 2: Moving Loads On Bridges. The Bridge Geometry And Traffic Safety Elements Should Be Based On Applicable Technical Regulations And Regulations. The Cross-Section (Both The Structure And Surface Layers As Well As The Geometry) Should Be Agreed With The Municipal Roads Authority In Grodzisk Mazowiecki. Each Of The New Facilities Should Be Designed: • Ensuring Optimal Construction And Operation Time, • Taking Into Account Existing Location Conditions (Including, Among Others: Pedestrian And Bicycle Traffic, Public Transport, Connection Of Adjacent Plots) • Using Modern Structures, Materials And Robot Technologies, • With Industry Designs In The Event Of The Need To Rebuild Close/Conflicting Networks. The Length Of The Facility Will Result From Hydrological Calculations Of The Bridge Light And Will Be Consistent With The Conditions Included In The Water Permit And Environmental Decision. Et Al. Arrangements. The Elevations And Inclination Of The Gradeline Should Be Designed With The Highest Possible Elevation That Will, However, Enable Connection To The Existing Road. The Structures Supports Should Be Designed As Massive, Placed Adequately To The Identified Ground Conditions In A Way That Limits Earthworks, Drainage Of Excavations And Interference With The River Bed (E.G.: Concrete Columns, Displacement Piles, Sheet Piling Made Of Over-Embankment) And Ensures A Short Implementation Period. If Possible, The Supporting Structure Should Be Designed Without The Use Of Formwork With Elements Ensuring High Durability And Optimal Construction Time. The Bridge Structure Should Include At Least Four Free Cable Channels In Accordance With The Regulation Of The Minister Of Digital Affairs Of May 26, 2023 On The Technical Conditions To Be Met By Technological Channels And Their Location.3. A Detailed Description Of The Subject Of The Order Is Available In Chapter Iv. Swz And In Annex No. 9 To The Swz.

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