Tenders Are Invited For Reconstruction Of The Road In Złotniki in Poland

Work Detail

The Construction Project In Question Is Located In The Koźminek Commune, Road In The Town Of Złotniki, Plots No.: 35, 38, Kalisz Poviat, Greater Poland Voivodeship. The Scope Of Works Includes: - Measurement Works - Demolition Works - Earthworks - Surface Works - Finishing Works - Vertical And Horizontal Markings1) Existing Condition. The Subject Road Is Located In The Town Of Złotniki In The Commune Koźminek. In Its Current Condition, The Road In Question Has A Roadway Made Of Crushed Aggregate With A Width Of 3.5 To 5.50 M And Shoulders On Both Sides. The Width Of The Road Ranges From 5.0 M To Approximately 7.0 M. Rainwater Is Discharged To The Roadside And Adjacent Area Within The Road. The Existing Road Surface Is Characterized By Numerous Defects And Unevenness In The Transverse And Longitudinal Profile. Location In Relation To The Existing Buildings - Built-Up Areas Through Which The Project Will Run: Złotniki. 2) Designed Target Technical Parameters: - Road Class: - Internal - Length Of The Rebuilt Road: 432.70 Meters, - Road: Single Carriageway 1X2; 1-Road, 2-Way - Design Speed: Vp = 30 Km/H (Built-Up Area) - Cross-Section: Road - Designed Road Width 3.50 - 4.0 M - Surface: - Bituminous Road - Sides: - Kłsm, Width 0.75 M, Slope 8% - Traffic Load Category - Kr-1 - Transverse Road Slopes - 2% (Slope Roof Type); - Variable Longitudinal Slopes - Type Of Area - Built-Up Area Subgrade Load-Bearing Capacity Group On The Widening - G - 2, Frost Depth - 0.80 M, Secondary Modulus Of Elasticity 100 Mpa, Compaction Index Is = 1.00.3) Road Structure - Stabilization Layer Rm 2.5 Mpa, Thickness 15 Cm - Layer Of Mechanically Stabilized Crushed Aggregate, Thickness. 20Cm, - Binding Layer Ac16w, Thickness. 5Cm. - Wearing Layer Ac11s 50/70 Gr. 4Cm, According To Pn-En 13108-1, Asf. 50/70 According To Pn-En 12591. Required Properties Of Aggregates And Filler According To Wt-1 Table. 12-14. Graining Of Aggregates And Filler According To Wt-2 Table. 17. Properties Of Concrete. Asf. According To Wt-2 Table 19, Asphalt Surfaces On National Roads. A Detailed Description Of The Subject Of The Order Is Included In The Design Documentation, Construction Design, Technical Design And Bill Of Quantities. Note: The Bill Of Quantities Attached To The Swz Should Be Treated As An Additional (Auxiliary) Element And Not Used To Describe The Subject Of The Contract And Calculate The Offer Price. All Proper Names Of Materials And Devices Used In The Swz And The Attached Documentation Are Provided As Examples And Specify Only The Minimum Expected Quality Parameters And The Required Standard. If Trademarks, Patents And The Origin Of Devices And Materials Are Indicated In The Description Of The Subject Of The Order Or Design Documentation, They Should Be Treated As The Designers Proposals. The Ordering Party Allows The Use Of Equivalent Materials And Devices To Those Designed In Accordance With The Same Or Better Technical, Technological And Quality Standards. In Addition, Replace

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