Tenders Are Invited For Road Iii/48414 - Reconstruction Of Bridge Ev. No. 48414-9 In The Village Of Raškovice in Czech Republic

Work Detail

The Subject Of The Public Contract Is To Conclude A Contract For Work With One Supplier For The Performance Of Construction Work Consisting In The Reconstruction Of The Bridge Ev. 48414-9 In The Village Of Raškovice - Road Iii/48414. The Existing Bridge Is About One Field In Poor Building And Technical Condition And Does Not Meet The Current Requirements (Reduced Load Capacity Of Hv = 19T, Vr = 42T, Abnormal Restraint System). As Part Of The Construction, The Original Bridge And Felling Of 4Pcs Of Trees Will Be Demolished. The Condition For The Feasibility Of The Construction Is To Convert All Operations From The Part Of The Road To The Temporary Detour Route. The Construction Is Divided Into The Following Building Buildings: So 000 Inventory Of Secondary And Other Costs So 001 Demolition Sat 151 Dio So 201 Most Ev. No. 48414-9 It Is Not A Division Of The Public Contract Into Parts. So 000 Inventory Of Secondary And Other Costs So 001 Demolition The Object Of The Building Is The Complete Demolition Of The Existing Bridge Building, Including The Foundation. The Demolition Of The Existing Bridge Is A Prerequisite For The Release Of The Construction Site For The Construction Of A New Bridge Structure. Sat 151 Dio The Subject Of The Building Is A Description Of Measures That Will Release The Construction Site From All Transport And Solve Transport Services Of The Affected Properties. It Is About Identifying Suitable Detour Routes For Iad And Solving Changes In The Organization Wolf. So 151 Also Includes The Establishment Of A Temporary Footbridge For Pedestrians And An Extension Of The Culvert As Part Of The Arc Of The Intersection. The Temporary Pedestrian Footbridge Will Be Created From The Ml36 System According To The Tp254. It Is Simply A Supported Truss Structure Of A Span Of 27.0 M. The Main Support Elements Consist Of: Cross Frame, Lower And Upper Passports, Bridge Grate. The Individual Components Are Connected Via Pin And Screw Connections. The Walkable Deck With Anti -Slip Treatment Is Made Of Frp Composite. The Footbridge Is A Two -Lane With A Bright Width Between The Handrail Of 2000 Mm. The Horizontal Handle For Cycling Is At +1.300 M Above The Deck. The Footbridge Will Be Placed On The Equestination Of The Road Panels 3.0/2.0. The Ramps On The Bank Road Will Be Made Of Carpentry Wooden Structures. So 201 Most Ev. No. 48414-9 The Subject Of The Building Is To Rebuild Your Own Bridge And The Follow -Up Sections Of The Road, Ie All The Work And The Activities Unspecified In The So 001 Building. On The New Bridge, The Leveling Will Be Smoothed With A Constant Descent Of 0.5%, With A Binding To The Existing Condition In Front Of And Behind The Bridge. The Road Will Be Modified In A Total Length Of 65.0 M (36.0 Bc And 29.0 M After The Crossing Point). The Load -Bearing Structure Of The Newly Designed Bridge Consists Of A Monolithic Rift Directly By 1 Field. The Ceiling Of The Frame Point Consists Of A Circle Start. The Lead Is Connected By A Frame Corner With The Extreme Walls. The Walls Are Woven Into The Monolithic Foundation Threshold. In The Back Of The Frame Walls, The Parallel Suspended Wings Are Set. The Transition Area Behind The Back Of The Abutment Is Covered With Transition Boards. Road Iii/48414 Will Be Closed Due To The Reconstruction Of The Bridge Ev. No. 48414-9. The Completely Closed Section Is About 100 M In Length (Existing Bridge And Adjoining Road Sections). Otherwise, Road Iii/48414 Will Be Accessible. Transport On Detour Roads Will Be Controlled By Temporary Traffic Signs (Pdz).

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