1. The Subject Of The Order Is The Construction Of The Municipal Road No. 107475B Ogrodniki - Pasynki, Approximately 2,912 M Long. The Beginning Of The Route Is Located At Km 0+000 At The Intersection With The District Road No. 1611B. The End Of The Route Is Located At Km 2+912 At The Intersection With District Road 1603B. A Road Should Be Built With A Road Width Of 5.50 M (2 Lanes, 2.75 M Each) And A Shoulder Width Of 0.75 M. The Construction Includes Asphalt Exits To The Properties Adjacent To The Road, Which Are Municipal Plots, The Remaining Exits Located In The Zone Adjacent To The Edge Of The Road, 1.00 M Wide, As Asphalt, And The Remaining Part Made Of A Mixture Of Unbound Aggregates. The Task Is Co-Financed By The Government Road Development Fund.2. Structural Solutions Of The Building.2.1 Construction Of The Road Surface From Km 0+000 To Km 2+100.A) 4 Cm - Abrasion Layer With Ac 11 S 50/70 Kr 1-2 According To Wt-2:2010, B) Sprinkling With Quick-Disintegrating Asphalt Emulsion C 60 B 3 Zm Emulsion Dosing 0.4 Kg/M2, Remaining Asphalt 0.24 Kg/M2, C) 5 Cm - Binding Mixture With Ac 16 W 50/70 Kr 1-2 According To Wt-2:2010, D) Sprinkling With Quick-Disintegrating Asphalt Emulsion C 60 B 10 Zm/R, Emulsion Dosing 0.7 Kg/M2, Remaining Asphalt 0.42 Kg/M2,E) 20 Cm - Base Base Made Of A Mixture Of Unbound Aggregate 0/31.5 Kr 1-2 According To Wt-4:2010,F) 15 Cm - Frost Protection Layer Made Of Soil Stabilized On Site With C1.5/2 Cement (Mixed On Site) Based On An Approved Laboratory Recipe.2.2 Road Surface Structure From Km 2+100 To Km 2+400 And From Km 2+725 To Km 2+912.A) 4 Cm - Abrasive Floor With Ac 11 S 50/70 Kr 1-2 According To Wt-2:2010, B) Sprinkling With Quick-Disintegrating Asphalt Emulsion C 60 B 3 Zm, Emulsion Dosage 0.4 Kg/M2, Remaining Asphalt 0.24 Kg/M2,C) 5 Cm - Binding Mixture With Ac 16 W 50/70 Kr 1-2 According To Wt-2:2010,D) Sprinkling With C 60 B 10 Zm/R Quick-Disintegrating Asphalt Emulsion, Emulsion Dosage 0.7 Kg/M2, Remaining Asphalt 0.42 Kg/M2,E) 20 Cm - Base Base Made Of Mixture Unbound Aggregate 0/31.5 Kr 1-2 Acc. To Wt-4:2010, F) 20 Cm - Frost Protection Layer Made Of A Mixture Bound With Cement C1.5/2 Cbgm 0/8, G) 25 Cm - A Layer Of Improved Subgrade Made Of An Unbound Mixture Or Non-Seeded Soil With Cbr ≥ 20%2.3 Road Surface Structure From Km 2+400 To Km 2+725.A) 4 Cm - Abrasive Floor With Ac 11 S 50/70 Kr 1-2 According To Wt-2:2010,B) Sprinkling With Quick-Disintegrating Asphalt Emulsion C 60 B 3 Zm, Emulsion Dosage 0.4 Kg/M2, Remaining Asphalt 0.24 Kg/M2,C) 5 Cm - Binder With Ac 16 W 50/70 Kr 1-2 Acc. To Wt-2: 2010, D) Sprinkling With C 60 B 10 Zm/R Quick-Disintegrating Asphalt Emulsion, Emulsion Dosage 0.7 Kg/M2, Remaining Asphalt 0.42 Kg/M2, E) 20 Cm - Base Base Made Of A Mixture Of Unbound Aggregate 0/31.5 Kr 1-2 According To Wt-4:2010,F) 15 Cm - Frost Protection Layer Made Of Soil Stabilized On Site With C1.5/2 Cement (Mixed On Site) Based On An Approved Laboratory Recipe.G) Dia. 100 Cm (Counting From The Existing
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