Tenders Are Invited For Capital Repair Of Roads In Ujar At The Expense Of Budget Funds in Azerbaijan

Work Detail

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 (Unusable Soil), Transportation Of Cargo 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, Mechanized Field Planning, Soil Group: 2, 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 Along A Track, You Must Add To The Norm 01-02-002-03, Construction Of Paving And Leveling Layers Of Foundations: Sand-Gravel Mixture, Coarse Sand, The Optimal Granulometric Composition Is Sand-Gravel Mixture Or Crushed Stone-Sand Mixture, Priming Works By Pouring Bitumen Emulsion Using An Autotaronator, Construction Of A Cover With A Thickness Of 4 Cm From A Hot Asphalt-Concrete Mix Of The Abv Type, Density Of Stone Materials: 2.5-2.9T/M3, When The Thickness Of The Coating Changes By 0.5 Cm, Add And Subtract To Norm 27-06-020-1

Contact Information