Tenders Are Invited For Reconstruction Of Municipal Road No. 180025 In Wielka Tymawa in Poland

Work Detail

1. The Subject Of The Order Includes Construction Work Entitled: Reconstruction Of Municipal Road No. 180025 In Wielka Tymawa. The Investment Includes The Expansion Of The Municipal Road No. 180025 Wielka Tymawa - Święta. The Planned Works Will Include The Expansion Of The Existing Road By Making A Bituminous Overlay And Widening; Construction Of Exits And Roadsides. Reconstruction Of Two Existing Culverts Is Also Planned. The Planned Expansion Will Include The Construction Of A Bituminous Overlay On The Existing Road, Road Widening To A Width Of 5.0 M, Construction Of Exits And Roadsides. It Is Also Planned To Install Energy-Absorbing Barriers With A Length Of 251.0 M. In The Place Where There Is A Slope With An Inclination Greater Than 1:1.5, Reinforcement With Openwork Concrete Slabs Is Planned. The Scope Of Works Within The Investment Includes: - Marking Out The Planned Works In The Field - Carrying Out Felling Of Trees And Bushes - Carrying Out Earthworks - Constructing The Structure And Road Surface - Constructing Exits - Constructing Roadsides - Carrying Out Cleaning Works Design Assumptions: - Class D Road - Design Speed 30 Km/H - Category Kr1 Traffic - Road Width 5.0 M - Side Width 0.75 M Figures: Bituminous Road - Overlay - 9,877.80 M2 Bituminous Road - New Construction - 4,022.20 M2 Bituminous Ramps - 418.60 M2 Aggregate Roadsides - 2,758.20 M2 Cobblestone Roadsides - 1,077.30 M2 Openwork Concrete Slabs - 575.20 M2 Length Of The Road - 2666.88 M The Roadsides Made Of Concrete Cubes Will Be Framed With Concrete Curbs. Culvert P1 - Description Of The Designed Condition The Culvert Is Made Of A Spirally Corrugated Pipe Protected With A Polymer Coating With An Oval-Circular Cross-Section Of 1.62X2.16 M And A Wall Thickness 3.5Mm. Foundation Of The Culvert On An Aggregate Foundation. Reinforcement Of Slopes In The Inlet And Outlet Areas Using Stone And Cement Mortar. The Slope Inclination Is Designed To Be 1:1.5 And 1:1.35 Culvert P2 - Description Of The Designed Condition The Culvert Is Made Of A Spirally Corrugated Pipe Protected With A Polymer Coating With An Oval-Circular Cross-Section Of 1.62X2.16 M And A Wall Thickness Of 3.5 Mm. Foundation Of The Culvert On An Aggregate Foundation. Reinforcement Of Slopes In The Inlet And Outlet Areas Using Stone And Cement Mortar. The Slope Inclination Is Designed To Be 1:1.5 And 1:1.35. Tree Felling Is Expected In The Area Of The Planned Investment - Tree Cutting Is Not Included In The Investment Costs, It Will Be Done By The Investor In The Winter Season Before The Implementation Of The Investment. Compensatory Plantings Should Be Made In The Amount Of: 8 Small-Leafed Linden Trees, 8 Pieces Of Broadleaf Linden, 8 Pieces Of Norway Maple, 8 Pieces Of Sycamore Maple, 9 Pieces Of Hornbeam, 9 Pieces Of Pedunculate Oak With Trunk Circumference At A Height Of 1 M - Minimum 12 Cm. The Plantings Should Be Made In The Immediate Vicinity Of The Municipal Road - In The Place Indicated By The Investor. A Detai

Contact Information