|
Cutting Of Bushes And Undergrowth With A Tractor With A Power Of 79 (Ion) Kw (A.G.) On Naturally Lying Soils: Medium, Excavation Of Soil With Excavators With A Capacity Of 0.65 (0.5-1) Iii3 By Loading It Onto Dump Trucks, Soil Group: 2 (For Filling Existing Depressions At A Distance Of N40 Pm With A Trough For Repairing A Trough), Transportation Of Cargo With Dump Trucks Working Outside The Quarry With A Carrying Capacity Of 10 Tons (Code 400052), Transportation Distance - 4 Km. 1St Class Load (Transporting Soil 3.5 Km Away By Car And Emptying It Into Existing Depressions), Excavation By Moving The Soil To A Distance Of Up To 10 In., Bulldozer Power: 96 (130) Kw (A.G.), 2Nd Group Of Soil, For Every Next 10 M Of Soil Movement, Add:, Construction Of Precast Reinforced Concrete Constructions: Gutters By Fixing The Gutters With Rubber (Dismantling Of Lren-120 Gutter Channels That Have Become Unusable; 105 Units, 1 Unit-2, 2 N3), Building Constructions From Prefabricated Reinforced Concrete: Supports, Poles, Frames (Dismantling Of Useless Prefabricated Reinforced Concrete Ct 1-25-2 Under-Trough Supports - 10N Units, 1 Unit = 0.134 N3 Of Concrete), Construction Of Precast Reinforced Concrete Constructions: Supports, Frames (Dismantling Of Unusable Foundation Blocks (108 Units, 1 Unit = 0.415 M3), Precast Reinforced Concrete, Concrete, Expanded Clay Products Weighing More Than 6 Tons: Loading (Loading Dismantled Precast Reinforced Concrete Structures Into A Car), Transportation Of Cargo With Dump Trucks With A Carrying Capacity Of 10 Tons (Code 40(8)52) Working Outside The Courier, Transportation Distance - 8 Km. 1St Class Cargo (Transportation Of Dismantled Prefabricated Reinforced Concrete Structures To A Distance Of 7.5 Km), Expanded Clay Products Weighing More Than 6 Tons: Unloading (Unloading Of Dismantled Precast Reinforced Concrete Structures From A Car), Manual Digging Of Soil In Patch Trenches With A Depth Of Up To 2 M Without Fastenings, Soil Group: 2 (Ii Group Of Soil Is Manually Dug And Thrown Aside (Excavation Of The Foundations Of -25 (108 Units) Brand Placed Under The Support Poles Of The Trough); Ikm=L618m3), Mechanized Field Planning, Soil Group: 2, Manual Backfilling Of Ditches, Pits And Pits, Soil Group: 2 (Manual Backfilling Of Soil (Backfilling Of Soil); 1 Kn=15Ll N3), Construction Of Sub-Bases: Sandy
|
