Tenders Are Invited For Expansion And Reconstruction Of The Municipal Road No. 120109C Intersection With Poviat Road No. 2118C - Wąpielsk From Km 0+000 To Km 1+402.3.
Tenders Are Invited For Expansion And Reconstruction Of The Municipal Road No. 120109C Intersection With Poviat Road No. 2118C - Wąpielsk From Km 0+000 To Km 1+402.3.
The Expansion And Reconstruction Of The Municipal Road No. 120109C, Intersection With Poviat Road No. 2118C - Wąpielsk From Km 0+000 To Km 1+402.3. A Road With A Bituminous Surface With A Width Of 5.0 To 5.5 M Was Designed. At The Intersections With Poviat Roads, The Tongue Of The Edge Of The Roads Was Used. M. Construction Of The Ropary:- Abert Construction Ac11s Grup. 4 Cm, - Ac16w Asphalt Concrete Binding Layer. 5 Cm,- Foundation Made Of Broken Aggregate/Mixture Not Related To Aggregate C90/3 With A Grain Of 0/31.5 Mm Thick. 20Cm. On Sections: From Km 0+000 To 0+400.00; From Km 1+000.36 To Km 1+250.00; From Km 1+382.3 To 1+402.3 And In Places Of Expansion On The Rest Of The Road, A Frost -Protective Layer Has Been Designed As A 0/2 Mm Sand Drainage Layer, Thick. 22 Cm Designed Exits With A Bituminous Surface. Construction Of Exits:- Ac11s Grup Sheets. 4 Cm, - Ac16w Asphalt Concrete Binding Layer. 5 Cm,- Foundation Made Of Broken Aggregate/Mixture Not Related To Aggregate C90/3 With A Grain Of 0/31.5 Mm Thick. 20Cm. The Roadside Roadside Was Designed With A Width Of 0.75M. The Reconstruction Of The Road Culvert Was Planted - A Culvert Of A Polyethylene Pipe, A Spirally Notching Pipe With A Diameter Of 60 Cm On A Bench From A Mixture Not Related To The C90/3 Aggregate With A Grain Of 0/31.5 Mm Thick, Was Designed. 30Cm And Frontal Walls. The Scope Of Works Includes The Assembly Of Vertical And Horizontal Marking, Securing Telecommunications Cables With A Bipartite Pipe And A Felling Of Trees With Investment. The Trial. The Trial Episode Covers The Same Range As The Implemented Appropriate Section. It Must Be Prepared In The Same Technology And Contain All Elements In Accordance With The Design Documentation. The Trial Section Should Be Located In A Place Agreed With The Investor (Up To 2.0 Km From The Investment). The Area Of The Test Section Should Be A Minimum Of 500 M2. On The Trial Section, The Contractor Should Use Such Materials And Equipment That He Intends To Use To Make Individual Construction Layers Of The Road. The Contractor May Proceed To The Implementation Of The Appropriate Works After The Inspector Of The Technology Supervision Inspection Of The Built -In And Thickening Technology And The Results From The Test Section.
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