Part 1 Liquidation Of Damages Resulting From Tall Rainfall. Liquidation Of Damage Caused As A Result Of Healing Rainfall - Road To The Composition Of Inv. 220/1525 1. Refretion Of A Backhoe Loader With Widths Up To 0.4 M. Farm. Defit 10 Cm -40 M 2. Road Backhoe For Widths Up To 0.4 M. Farm. Farm Of A Defined 30 Cm -38 M 3. Earthworks Performed With Drinking Backhops With A Cap Transport Of Spoil With Self -Relief Cars At A Distance Of Up To 1 Km - Meeting Of The Horny Layer Of Soil With A Correction Of The Slope Decrease - 87.4 M3 4. Earthworks Made With 0.60 M3 Scrapering Excavators In The Ground Of The Cat 5. Mechanical Profiling And Density Of The Substrate Under The Structural Layers Of The Surface In The Catholic -Vi Cat. Medium Layer Thickness After Compaction Up To 10 Cm - Complement The Existing Surface Of The 0-31.5Mm Fraction Clinic In Places Formed Erosive Breasts. Profiling And Density Of The Entire Width Of The Road Surface In The Cost Position No. 2-31.172 M3 7. Mechanical Profiling And Density Of The Substrate Under The Structural Layers Of The Surface In The Category V-Vi-Profiling And Density Of The Road Surface From The Broken Stone 3.090.5M2 8. Mechanical Cutting Of The Roadside. 10 Cm -50.25 M2 9. Removing A Backhoemeal Of Ditches With Width To 0.4 M. Farm. Defined 20 Cm -Cleaning The Ditches From The Applied Stone Steed And Sore, With The Removal Of The Spoil Up To 1 Km And The Clamping -99M. Liquidation Of Damage Resulting From The Result Of Heavy Rainfall Inv. No. 220/1320 10. Submitting The Existing Foundation Of A Stone Sorted Clan With Mechanical Compaction - Average Layer Thickness After Compaction To 10 Cm - Complement The Existing Surface Of The Clinic Of The Fraction 0-31.5Mm In Places Of Erosive Breasts (Profiling And Density Of The Entire Width Of The Surface In The Item No. 2) -20,829M311. Mechanical Profiling And Density Of The Substrate Under The Structural Layers Of The Surface In The Cat. V-Vi Ground-Profiling And Density Of The Road Surface From The Broken Stone-2.702M2 12. Mechanical Cutting Of The Roadside With Thick. 10 Cm - Location Within The Waterfalls - 79.5M2 13. Recreation Of Backhoe -Ropes With Width To 0.4 M. Farm, Decisive 20 Cm Thick - Cleaning Of Ditches From The Applied Stone Steed And Sore, Along With The Spoil Up To 1 Km And Spilling -191M 141M. 0.6 M With Deep Ratio. Clogging To The Diameter Of 1/2-18M 15. Cleaning From The Sore Pipe Culverts With A Diameter 0.6 M With Deep Ratio To Diameter 1/3-10M. Liquidation Of Damage Resulting From Tall Rainfall - Forest Road Jabłonica - Forest No. Inw 220/1544 16 Fraction Clam 0-31.5Mm In Places Formed Erosive Breasts. Profiling And Density Of The Entire Width Of The Surface In The Cost Estimate No. 2) -13,715M3 17. Mechanical Profiling And Density Of The Substrate Under The Structural Layers Of The Surface In The Category V-Vi-Profiling And Density Of The Road Surface From The Broken Stone-1.435M2 18 20 Cm - Cleansing Ditches Of The Applied Stone Stee
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