Tenders Are Invited For Purchase Of Road Repair Works In Shamkir Region

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, Transportation Of Goods With Dump Trucks Working Outside The Quarry With A Carrying Capacity Of 10 Tons (Code 400052). Transportation Distance - 5 Km. 1St Class Cargo, Execution Of Works At The Site Of Soil Spillage, Soil Group: 2-3, Excavation Of Soil With Excavators With A Capacity Of 0.5 (0.5-0.63) M3 Of Chalovu By Loading Onto Dump Trucks, Soil Group: 2 (Quarry Material), Filling Pits And Ditches With Bulldozers By Moving The Soil Up To 5 M, Power Of The Bulldozer: 59 (80) Kw (A.G.), 2Nd Group Of Soil, Compaction Of The Soil In The First Pass On One Track With An 8 T Punch Trailer Roller, Layer Thickness: 15 Cm, During Each Subsequent Trip On One Trail, Add To The Norm 01-02-002-02 (4 Additional 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, 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 Large-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, Making The Foundation Under Pipelines: Gravel, Making The Foundation Under Pipelines: Concrete (B15)