Tenders Are Invited For Major Repair Works Will Be Performed On The Street Asphalting Facility In The City Of Gadabay

Excavation Of Soil With Excavators With A Capacity Of 0.5 (0.5-0.63) M3 Of Chalovun By Loading It Onto Dump Trucks, Soil Group: 2, Dump Truck, 10T Transport Distance - 5 Km. 1St Class Cargo, Excavation Of Soil With Excavators With A Capacity Of 0.5 (0.5-0.63) M3 Of Chalovu By Loading It Onto Dump Trucks, Soil Group: 2 (With Quarry Material), Compaction Of The Soil In The First Pass On One Track With An 8 T Punch Trailer Roller, Layer Thickness: 20 Cm, During Each Subsequent Trip On One Track, You Must Add To The Norm 01-02-002-03 (Additional 4 Trips), Mechanized Field Planning, Construction Of Paving And Leveling Layers Of Foundations: Sand-Gravel Mixture, Coarse Sand, Sand-Gravel Mixture Or Crushed Stone-Sand Mixture With Optimal Granulometric Composition, Construction Of Foundations With A Thickness Of 15 Cm From 40-70 Mm Fractional Crushed Stone (When Rolling Stone Materials With A Compressive Strength Limit Of More Than 98.1 Mpa (1000 Kgq/Cm2)): One Layer, Priming Works By Pouring Bitumen Emulsion Using An Autotaronator, Construction Of A Cover With A Thickness Of 4 Cm From A Hot Asphalt-Concrete Mixture Of Dense Coarse-Grained Ab Type, Density Of Stone Materials: 2.5-2.9 T/M3, If The Thickness Of The Coating Changes By 0.5 Cm, Add To Or Subtract From The Norm 27-06-020-3 (Additional 2 Cm), Construction Of A Cover With A Thickness Of 4 Cm From A Hot Asphalt-Concrete Mixture Of The Abv Type