The Subject Of The Contract Is The Maintenance Of The Surface Of The Forest Roads Located In The Krosno Forest District, In Particular: The Section Of The Forest Road In Osiecznica At The 190-P Ward, Sections Of The Forest Road In Radomick At The 270-N Ward, 6-C, 6-D, Sections Of The Forest Road 22 Pliszka Viaduct At The 9-G Branch, 9-K, 9-K Dołach ”At The 47-C, 46-A, 46-B Branch. The Existing Condition Of The Above -Mentioned Road Sections Is In Different Technical Condition. On The Day Of The Review, Three Roads Were Distinguished: A) Slightly Deformed, Requiring An Unevenness Up To 10Cm, Thickening And Strengthening Of The Surface With Mixtures Of Unrelated Aggregates With A Grainage Of 0/31.5Mm And A Thickness Of 20Cm (Osiecznica, Radomicko) I Had A Stone 0/5Mm In The Amount Of 20Kg/1M2, B) Slightly Deformed - Slightly Deformed - Slightly Deformed - Slightly Deformed - Sandy, Which Requires Repropulation And Cut Off With A Layer Of 15Cm Thick From An Aggregate Unrelated With A Grainage Of 0/63Mm And The Upper Road With A Thickness Of 10Cm Thick Aggregates Mixtures Unrelated With A Grain Of 0/31.5Mm (22 Viaduct Of Pliszka) Covered With Stone 0/5Mm In The Amount Of 20Kg/1M2, C) Deformed With Deep Potholes Of The Ground Surface Up To 40Cm Deep, Which Should Be Filled With Unrelated Mixtures With A Grain Of 0/63Mm With A Thicker Aggregate, And Only Then Give The Right Form Through Local Cutting Of The Roadsides And Complement With The Entire Width With A Layer From Mixtures Of Unrelated Aggregates 0/31.5Mm With A Thickness Of 20Cm Covered With A Stone -Covered 0/5Mm In Quantity 20Kg/1M2 (Road At The Bottom). Designed Condition. Summary Of The Number Of Works: The Following Methods Are Designed - Renovation Treatments: 1) Small Road Deformations: Profiling Of The Existing Ground Surface Involving The Cutting Of Bulges And Covered With Cut Material Pits On A Width Of 4.0M, Compaction Of The Profiled Ground Surface Over 4.0M Wide, Layer With A Thickness Of 20Cm From The Mixture Of Unjust (Mkn) Graining 0/31.5Mm With Compaction, Backfilling Of The Road Surface With Sq M Using A Stone Fine With A Grain Of 0/5Mm In The Amount Of 20Kg/1M2, With Re-Compressing-Compression, Supplementing The Roadside For The Surface Made Over 75Cm Width And Thickness Up To 20Cm, 2) Small Deformations-But With Single-Term Sands: Profiling Of The Existing Ground Surface Involving The Cutting Of Bulges And Covering With Cut Fabrics Of The Pits On A Width Of 4.0M, Density Of The Profiled Ground Surface Over 4.0M Wide, Making A Layer 15Cm Thick From Unrelated Aggregate Mixtures (Mkn) With A Grazing Of 0/63Mm With Compaction, A Layer Of A Layer With A Thickness Of 10Cm Mixture From The Crusts Unrelated (Mkn) With Graining Of 0/31.5Mm With Density, Backfilling Of The Road Surface With Sqm Using A Stone Coal With A Grainage Of 0/5Mm In The Amount Of 20Kg/1M2, With Re-Compressing Compact, Supplementing The Roadside For The Surface Of 75Cm Width And Thickness Up To 25Cm, 3) Cavitie
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