Tenders Are Invited For Construction Of The Pavement Along The Poviat Road No. 2724W Of The Town Of Kissing

1) As Part Of The Task, The Pavement, Bus Platforms, Exits, Drainage In Accordance With The Design Documentation Developed By Ars Projekt 2) Should Be Made. The Detailed Scope Of Work Was Specified In The Project Documentation Reconstruction Of Poviat Road No. 2724W In M. Kissing The Karczew Commune Developed By Ars Projekt3). Execution Of Earthworks By Performing The Correction To The Medium Depth Of Approx. 36 Cm Measured From The Top Of The Pavement Of The Chodnik. Be Profiled And Compacted With The Density Factor Must Be 1.0.4) Setting New Street Edges 8X30x100 Cm On A Bench With Cement Concrete Resistance C 12/15, The Edge Should Be Set By Performing The So -Called Light Of 5 Cm From The Side Of The Pavement 5) Setting A New Concrete Resistor Of The Embedded 12X25x100 Cm On The Bench With Cement Concrete Resistance C 12/15, The Edge Should Be Set By Performing The So -Called Light Of 5 Cm From The Side Of The Pavement Surface -A Scale Should Be Set From The Green Belt Side 6) Setting A New Concrete Curb 15X30x100 Cm On A Bench With Resistance From Cement Concrete C12/15, The Curb Should Be Set By Making The So -Called Light Of Approx. 10 Cm From The Road Surface. 8) Execution And Mechanical Density Of The Draining Layer From A Mixture Of The Natural Fraction Of The Fraction (Common), With A Layer Thickness After A Thickening Of 15 Cm, The Drainage Layer Must Be Profiled And Compacted With, Where The Thickening Coefficient Must Be Carried Out Is An Isif 1.0.9). Making A Broken Underbuded To 0-31.5 Mm On The Pavement And 20 Cm At The Conventions, With The Ratio Of The Secondary Module E2 To The Original E1 Must Be Smaller Or Equal To 2.2, And E1 Must Be Min. 80Mpa, 10) Making A Pavement Of A Concrete Rectangular Cobblestone 10 X 20 Cm With A Thickness Of 8 Cm Thick Gray Holland, On Cement -Sand Bed 1: 4 Thickness Min. 4 Cm, The Pavement Surface Should Be Laid While Maintaining A Transverse Decrease Of 2 % Towards The Road, The Surface Must Be Silted With Sand. 11) Making The Surface Of The Concrete Cobblestones Of The Double Type Tym Cobblestones With A Thickness Of 8 Cm Of Red Behaton, On Cement -Sand Bed 1: 4 Thickness Min. 4 Cm, The Pavement Surface Should Be Laid While Maintaining A Transverse Decrease Of 2 % Towards The Road, The Surface Must Be Silted With Sand. 12) Execution Of Bus Platforms 13) Execution Of Pedestrian Crossings, 14) Update The Project Of A Permanent Traffic Organization And Then Introducing A Permanent Traffic Organization Project15) Making An Absorbent Roadside:- Broken Crushes With A Fraction Of 4-31.5 Mm With A Thickness Of 10 Cm And A Width Of 0.65 M- A Lymph Of A Broken Stone Aggregate With A Fraction Of 63-120 Mm With A Thickness Of 60 Cm Thick. Needled Geotextile With Parameters Minimal Transverse And Longitudinal Tensile Strength 3 Kn/M, Minimum Water Permeability To The Plane 20- Native Soil16) Work Should Be Carried Out While Maintaining Appropriate Regulations And Work Safety Instructions For Construction Wo