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1. Description Of The Subject Of The Order: Reconstruction Of Municipal Road No. 110169C In The Town Of Kowalewo Pomorskie, Kowalewo Pomorskie Commune At Km From 0+0.000 To 0+266.07 And From 0+0.000 To 0+035.332. The Ordering Party Entrusts, And The Contractor Accepts, Construction Works Related To The Implementation Of The Investment Entitled: Reconstruction Of Municipal Road No. 110169C In The Town Of Kowalewo Pomorskie, Kowalewo Pomorskie Commune At Km From 0+0.000 To 0+266.07 And From 0+0.000 To 0+035.33, To The Extent And Method Specified In The Design Documentation And The Technical Specification For The Execution And Acceptance Of Works Performed By As Projektowanie I Nazory Arleta Jabłońska And In Accordance With Applicable Regulations, Standards And Construction Practice.3. The Planned Reconstruction Involves The Implementation Of New Structural Layers Of The Road, Strengthening The Shoulders, And Construction Of The Road Surface. 1) Road: A) Scope Of The Designed Works: - From Km 0+000 To Km 0+020, Section Length 20 M, Width 5.0 M, - From Km 0+020 To Km 0+175 Section Length 155 M, Width 3.0 M, - From Km 0+180 - To Km 0+266 Section Length 86 M, Width 3.5 M, - From Km 0+005 To Km 0+036 Section Length 31 M, Width 3.5 M, - Intersection At Km 0+175 Rounded With 3 M Arcs, B) Structure: - Wearing Course Made Of Concrete Cubes, Thickness. 8 Cm, - Cement And Sand Bedding, Thickness. 3 Cm, - Upper Layer Of Crushed Aggregate Foundation # 0.0-31.5 Gr. 15 Cm, - Upper Layer Of Crushed Aggregate Foundation # 31.5-63 Gr. 20 Cm, - Drainage Layer Of Sand Gr. 10 Cm.2) Roadside: A) Strengthening The Existing Ground Roadside, B) Constructing A 10 Cm Deep Roadbed Along With Profiling The Bottom To The Required Transverse Slope, C) Building Roadside With A Width Of 0 To 0.5 M, D) Develop The Soil From The Roadbed In Accordance With The Arrangements With The Inspector, E) Strengthening The Roadsides Using Mechanically Stabilized Crushed Aggregate With Profiling To The Required Transverse Slope, Compacting To Obtain The Index Id = 1.0.3) Ramps: A) Structure: - Wearing Course Made Of Concrete Cubes, Thickness. 8 Cm, - Cement And Sand Bedding, Thickness. 3 Cm, - Upper Layer Of Crushed Aggregate Foundation # 0.0-31.5 Gr. 15 Cm, - Upper Layer Of Crushed Aggregate Foundation # 31.5-63 Gr. 20 Cm, - Drainage Layer Of Sand Gr. 10 Cm. 4) Road Parameters: A) Road Class D, 5) Access To The Property Should Be Determined And Approved By The Plot Owners.6. The Contractor Is Obliged To Perform An As-Built Inventory And Submit It To The Ordering Party Along With Confirmation From The Starosty In Golub-Dobrzyń Of Admission To The Resources.
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