Tenders Are Invited For Reconstruction - Modernization Of Municipal Road No. 060518C Kijewo Szlacheckie - Wi ... in Poland

Work Detail

1. The Subject Of The Order Is The Performance Of Construction Works As Part Of The Investment Called Reconstruction - Modernization Of Municipal Road No. 060518C Kijewo Szlacheckie - Village, Stage Iii, Kijewo Królewskie Commune. 2. Scope Of The Subject Of The Order: A) Scope Of The Study: The Subject Of The Construction Project Is The Reconstruction - Modernization Of The Municipal Road No. 060518C Kijewo Szlacheckie - Wieś Stage Iii, Commune. Kijewo Królewskie. The Scope Of Reconstruction Includes A Road With A Length Of 910.00 M. The Road Planned For Reconstruction, Consisting In The Reconstruction Of The Road, Has The Xxv Category Of A Building. B) Location Of The Facility: The Investment In Question Will Be Implemented On The Following Plots: No. 32, 51, 53, 94, 86, 132, Precinct 0007 Kijewo Szlacheckie, Registration Unit 040403_2, Kijewo Królewskie.C) Technical Assumptions: The Following Technical Assumptions Were Adopted For The Reconstructed Road: - Traffic Category Kr-1 - Technical Class Vii Road - Design Speed 30 Km/H - Road Width 4.00 M - Mijanki 5.00 M - Shoulder Width 0.75 Md) Road Surface Structure: The Road Surface Was Designed With The Following Structure: - Layer Abrasive Mineral-Bituminous, Thick. 4 Cm- Mineral And Bituminous Binding Layer, Thick. 4 Cm - Upper Foundation Layer Made Of Crushed Stone 0/31.5 Mm, Thickness. 5 Cm - Lower Foundation Layer Of Concrete Rubble 0/63 Mm, Thickness. 20 Cm - Thick Sand Cutting Layer. 10 Cmthe Roadside Should Be Hardened With: - A Layer Of Crushed Stone 0/31.5 Mm, Thick. 10 Cm - Layer Of Concrete Rubble 0/63 Mm, Thickness. 23 Cm - Cutting Layer Of Sand, Thick. 10 Cme) Construction Of The Surface Of The Existing And Planned Slopes: The Surface Of The Slopes Was Designed With The Following Structure: - Mineral And Bituminous Wearing Course, Thick. 4 Cm- Mineral And Bituminous Binding Layer, Thick. 4 Cm - Upper Foundation Layer Made Of Crushed Stone 0/31.5 Mm, Thickness. 5 Cm - Lower Foundation Layer Of Concrete Rubble 0/63 Mm, Thickness. 20 Cm - Thick Sand Cutting Layer. 10 Cmf) Terrain Balance:- Road Area 4,064.00 M2- Exit Area 364.00 M2g) Road Drainage: Drainage Was Designed Through Transverse And Longitudinal Slopes From The Road Towards Green Areas.3. A Detailed Description Of The Subject Of The Order Is Set Out In Annex No. 1 To The Swz Design Documentation. It Consists Of The Following Documents:1) Technical Design2) Stwiorb3) Bill Of Quantities4) Permanent Traffic Organization

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