In Relation To The Road Located In Wola Batorska, Plot No. 2274/2: - Performing Mechanical Excavations - Group No. Corner. I-Vi With Removal Of Excavated Material At A Distance Of 5 Km - 40 M3 - Execution Of A Leveling Layer Of Ac11w And Ac16w Grit Mineral-Asphalt Mixture With Variable Thickness After Compaction, Along With Cleaning And Sprinkling The Previous Or Existing Layer With Asphalt Emulsion - 243 T - Execution Of A Wearing Course Of Ac11s Asphalt Concrete, Layer Thickness After Compaction 4 Cm - 2,430 M2 - Cutting Or Supplementing Existing Roadsides To The Required Thickness And Making Roadsides From Crushed Aggregate 10 Cm Thick After Compaction, Achieving The Degree Of Compaction Specified In The St - 810 M2, Roadsides On Both Sides 50 Cm Wide, In Relation To The Road Located In Wola Batorska, Plots No. 898, 973/8: - Performing Mechanical Excavations - Thickness. Corner. I-Vi With Transport Of Excavated Material Over A Distance Of 5 Km - 408 M3 - Construction Of The Subgrade From Crushed Aggregate 0/63 Mm, Lower Soil Thickness. Layers After Compaction 20 Cm - 1020 M2 - Construction Of The Subbase Of Crushed Aggregate 0/31.5 Mm Above Ground, Upper Layer Thickness After Compaction 20 Cm - 1020 M2 - Construction Of Roadsides Made Of Crushed Aggregate 15 Cm Thick After Compaction And Achieving The Degree Of Compaction Specified In The St - 204 M2, Roadsides On Both Sides With A Width 30 Cm, In Relation To The Road Located In Zabierzów Bocheński, Plot No. 800/1: - Mechanical Excavation - Gr. Corner. I-Vi With Transport Of Excavated Material Over A Distance Of 5 Km - 274 M3 - Construction Of The Subgrade From Crushed Aggregate 0/63 Mm, Lower Floor Thickness. Layers After Compaction 20 Cm - 450 M2 - Execution Of The Subbase Of Crushed Aggregate 0/31.5 Mm Above-Ground Upper Layer Thickness After Compaction 20 Cm - 930 M2 - Execution Of The Wearing Course Of Ac11s Asphalt Concrete, Layer Thickness After Compaction 5 Cm - 930 M2 - Cutting Or Supplementing Existing Roadsides To The Required Thickness And Execution Roadsides Made Of Crushed Aggregate With A Thickness Of 20 Cm After Compaction, Reaching The Degree Of Compaction Specified In The Technical Specification - 530 M2, Roadsides On Both Sides 30 Cm Wide, Note: The Contractor Will Include In The Offer Price The Traffic Management Design For The Duration Of Construction. A Detailed Description Of The Subject Of The Order Is Included In The Design Documentation Including The Bill Of Quantities And Stwiorb.2) Place Of Contract Performance: Municipal Roads In: Wola Batorska (Plot No. 2274/2 And Plot No. 898, 973/8), Zabierzów Bocheński (Plot No. 800/1), Niepołomice Commune.3) Requirement Of Employment On The Basis Of An Employment Relationship Requirements Referred To In Art. 95 Pzp.1. Because The Implementation Of This Order Must Be Carried Out By Performing Activities Under The Conditions Specified In Art. 22 § 1 Of The Act Of June 26, 1974, Labor Code - For The Benefit Of The Contractor Or S
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Gmina Niepołomice,Niepołomice,32-005,Małopolskie,Pl214 - Krakowski
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anna.topor@niepolomice.eu
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