Task I. Ballast Foundation Of The Road In Górecko Kościelne.5.3.1. The Scope Of Work Includes: 1). Preparatory And Measuring Works – 0.272 Km2). Partial Renovations Of Crushed Stone Surfaces – 20.0 M23). Leveling The Existing Foundation With Mechanically Compacted Aggregate 0-31.5 Mm - Average Layer Thickness After Compaction 10 Cm - 108 M3 (The Ordering Party Requires The Use Of An Aggregate Spreader)4). Double-Sided Dirt Shoulders, Layer Thickness 10 Cm, Width 0.5 M - 234 M25). Aggregate Slopes, Thickness 10 Cm, Dimensions (4 M X 1 M) X 19 Pcs. – 76 M26). Road Width 4M.5.3.2 A Detailed Description Of The Subject Of The Order Is Included In The Appendices To The Swz: Attachment No. 8.1 Bill Of Quantities Attachment No. 9.1 Design Documentation Attachment No. 10.1 Stwiorb 5.4 Task Ii Construction Of A Crushed Stone Foundation On The Samsonówka-Kolonia Majdan Nerywi Section.5.4.1. The Scope Of Work Includes: 1). Preparatory And Measuring Works – 0.967 Km2). Partial Renovations Of Crushed Stone Surfaces – 50.0 M23). Leveling The Existing Foundation With Mechanically Compacted Aggregate 0-31.5 Mm - Average Layer Thickness After Compaction 10 Cm - 88.8 M3, Length 222 M, Width 4 M, (The Ordering Party Requires The Use Of An Aggregate Spreader)4). Leveling The Existing Foundation With Mechanically Compacted Aggregate 0-31.5 Mm - Average Layer Thickness After Compaction 10 Cm - 223.5 M3, Length 745 M, Width 3 M, (The Ordering Party Requires The Use Of An Aggregate Spreader)5). Road Width 3-4M.5.4.2 A Detailed Description Of The Subject Of The Order Is Included In The Annexes To The Swz: Attachment No. 8.1 Bill Of Quantities Attachment No. 9.1 Design Documentation Attachment No. 10.1 Stwiorb
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