Drilling With Bulldozers By Transporting The Ground To A Distance Of 10 M: 59 (80) Kw (A.G.), Group 2 Group, 1000.0Pmx3, 65Mx0.20M)), Add To The Norm Of Each Of The Next 10 M Of The Ground: 01-01-030-2 To The Norm (An Additional 20 M), Setting Up Profiled Temporary Ground Roads In The Zero Level When Work Is Performed, 7.5 M, Rock Categories: 1 (Corresponding Ground Paths, B = 4.50 M), The Capacity Of The Clique Was Thrown Away By The Opposite Champlace With 0.25 M3 Of Reflecting And Drilling By Draglinic Excavators, Group: 2 (Opening Of The Pressurized Pipeline), Yamach, Which Is Up To 2 M, Drilling The Ground Without Fastening In The Trenches, Group Of Group: 2 (After Excavator, The Sides Of The Pipeline By Hand), Withdrawal Of Steel Water Pipelines, Hydraulic Testing, Diameter Of The Pipes: 600 Mm (Disapproval Of The Pressurized Pipeline) With A Disadvantaged Pipeline, Hand Planning Of The Bottom And Slopes Of Ducruged Places, Group Group: 2, Basic Setup (Correction): Sandy (T = 10 Cm), Diameter Of Pipes: 600 Mm (Installation Of Metal Pipe With Fresh D = 630X7 Mm), Ruplicate Bitumen-Rubber Or Bitumen - Polymer Insulation Against Corrosion In Steel Pipelines, Diameter Of Pipes: 600 Mm, Manually Filling The Trenches, Pits And Holes, Ground Group: 2 (After Installing The Tube With The Hand-Spilling Soils), Grunt Filling Up To 5 M, Filling The Pits And Trenches With Bulldozers: 59 (80) Kw (A.G.), To Add The Soil Of The Soil In The Next 5 M: 01-01-033-2 To The Norm (Additional 5 M), Smoothness Of The Grounds Of The Ground To 10 M, The Power Of Bulldozers: 59 (80) Kw (A.G.), Group 2, Spread The Plant Layer On The Pipeline On The Pipeline), To Make The Soil In The Next 10 M Displacement Of The Ground: 01-01-106-2 {80 M)
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