Tenders Are Invited For Major Repair Works Of Inner-City Roads Of Siyazan City in Azerbaijan

Work Detail

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 Cargo With Dump Trucks Working Outside The Quarry With A Carrying Capacity Of 10 Tons (Code 400052). Transportation 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 Onto Dump Trucks, Soil Group: 2 (Quarry Material), Filling Pits And Trenches 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: 20 Cm, During Each Subsequent Trip On One Track, Add To The Norm 01-02-002-03 (4 Additional Trips), 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, Spillage Of Adhesive Materials, 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

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