Tenders Are Invited For Purchase Of Major Repair Of Internal Highway Of Zuvuch Village Of Lerik Region in Azerbaijan

Work Detail

Excavation Of The Soil By Throwing It Out Of The Trenches With Reverse Bucket Excavators With A Bucket Capacity Of 0.5 (0.5-0.63)M3, Soil Group: 2 (Kuwait Canal), 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, 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 Soil (Quarry Material), Add To Norm 01-01-033-02 During Every Next 5 M Of Soil Transportation, 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 Track, You Must Add To The Norm 01-02-002-02 (Additional 4 Trips), Construction Of Foundations And Covers From Sand-Gravel Or Crushed Stone-Sand Mixtures: One Layer With A Thickness Of 12 Cm, A Mixture Of Sand And Gravel, Construction Of The Base And Covers From Sand-Gravel Or Crushed Stone-Sand Mixtures: A Double Layer With A Thickness Of 10 Cm, Sand-Gravel Mixture Or Crushed Stone-Sand Mixture With Optimal Granulometric Composition, 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, 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 Abv Type

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