Tenders Are Invited For Procurement Of Major Road Repair Works In Goygol City

Excavation Of Soil With Excavators With A Capacity Of 0.5 (0.5-0.63) M3 Of Chalovu By Loading It Into Dump Trucks. Soil Group: 2, Dump Truck. 17 T Transportation Distance - 5 Km. 1St Class Cargo, Execution Of Works At The Place Where The Soil Was Poured. Soil Group: 2-3, Mechanized Planning Of Fields. Soil Group: 2, Soil Compaction On The First Pass In One Track With An 8 T Punch Trailer Roller. Layer Thickness: 20 Cm, During Each Subsequent Trip On One Trail, Add To The Norm 01-02-002-03 (Additional 3 Trips), 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, Construction Of Paving And Smoothing Layers Of Foundations: Sand-Gravel Mixture. Of Coarse Sand, Sand-Gravel Mixture Or Crushed Stone-Sand Mixture With Optimal Granulometric Composition, Priming Works By Pouring Bitumen Emulsion Using An Autotarner, Construction Of A Cover With A Thickness Of 4 Cm From A Hot Asphalt-Concrete Mix Of The 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 Mix Of Abv Type. Density Of Stone Materials: 2.5-2.9 T/M3, Add Or Subtract From The Norm 27-06-020-1 (Additional 1 Cm)