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The Subject Of The Order Is Strengthening The Road Surface. The Subject Of The Contract Should Be Completed Based On The Bill Of Quantities - An Offer Cost Estimate Constituting Annex 2 To The Specification Of The Terms Of The Contract (Swz). The Scope Of The Subject Of The Contract Is Annex 2 To Swz, I.E. ?:3.1. Profiling Of Road Lanes, Leveling, Geodetic Measurements Of The Area Along With The Delineation Of The Road Lane, Formation Of A Road Crown Up To 5.00 M Wide, Execution: A Corridor To A Depth Of Up To 20 Cm, Land Deportation On Average Distance 5 Km, A Layer Draining From Sand 10 Cm, With Rolling With A Rolled Up, Foundations Made Of Concrete Crushed Stone In Crusher (Or With Similar Hardness) - Lower Layer 10 Cm - Fraction 31.5 - 63 Mm, Upper Layer Gr. 5 Cm Fraction 0 - 31.5 Mm, With Rolling With A Vibration Steel Cylinder, Sprinkling A Catholic Emulsion Quickly Disintegrating 8 Mm, Arrangement Of An Asphalt Concrete Overlay 5 Cm (Abrasive Layer), Regulation Of Underground Equipment Wells And Double -Sided Side Alignment With Stone Material Or Bituminous Destruct Min. Gr. 10 Cm, Up To The Height Of The Surface And Width Up To 0.50 M. A Total Area Of Approximately 2,200 M2.3.2. Performing The Renovation Of The Existing Dusk Surface (In Places Where It Is Necessary), Cleaning And Sprinkling The Surface Of The Surface Of The Crushed Stone, Subfilming The Surface With A Layer Of Asphalt Concrete 3.0 Cm After Being Torn, Spraying The Emulsion And Laying The Asphalt Concrete Overlay. 5 Cm After Being Made, Adjustment Of Underground Equipment Wells And Bilateral Leveling Of The Roadside With Stone Material Or Bituminous Destruct To Min. Gr. 10 Cm, Up To The Height Of The Surface And Width Up To 0.50 M. Land Area About 12,765 M2.3.3. Profiling Of Road Lanes, Leveling, Geodetic Measurements Of The Area Along With The Delineation Of The Road Lane, Formation Of A Road Crown Up To 5.00 M Wide, Execution: A Corridor To A Depth Of Up To 20 Cm, Land Deportation On Average Distance 5 Km, A Layer Draining From Sand 10 Cm, With Rolling With A Rolled Up, Foundations Made Of Concrete Crushed Stone In Crusher (Or With Similar Hardness) - Lower Layer 10 Cm - Fraction 31.5 - 63 Mm, Upper Layer Gr. 5 Cm Fraction 0 - 31.5 Mm, With A Vibrating Steel Rolling, Adjustment Of Underground Equipment Wells. An Excellent Area Of Approximately 2.350 M2.3.4. Making An Evaporating Ditch. 3.5. Making A Tank For Rainwater Depths 3.0 M, Fi 1000 With Cast Iron Groove. Conductions Contained In Points 3.1. ÷ 3.3. It Should Be Valued In Accordance With Annex 2 To Swz. The Contracting Authority Allows The Area To Be Changed Between The Streets. The Offer Includes The Vertical Regulation Of Collector Wells, Water And Gas Valves For The Abovementioned Scope Of Work.
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