Tenders Are Invited For Construction And Repair Works Of The Beam Building In The Special Police Regiment Of ... in Azerbaijan

Work Detail

Excavation Of The Soil By Throwing It Aside With Reverse Bucket Or Dragline Type Excavators With A Bucket Capacity Of 0.5 (0.5-0.63) M3, Soil Group: 3, Manual Digging Of The Soil In Trenches Up To 2 M Wide And Up To 2 M Deep With The Application Of Fasteners, Excavation With Bulldozers By Moving The Soil To A Distance Of Up To 10 M, Power Of The Bulldozer: 59 (80) Kw (A.G.), 2Nd Group Soil (Pushing The Soil Aside At A Distance Of 10 M), Compaction Of The Soil In The First Pass With A Vibrating Roller Of 18-20 Tons On One Track, Layer Thickness: 40 Cm, During Each Subsequent Trip On A Track, You Must Add To The Norm 01-02-013-03 (Additional 50 Trips), 2Nd Group Of Soil (Pushing The Soil Back To A Distance Of 10 M For Backfilling), Filling Pits And Ditches With Bulldozers By Moving The Soil Up To 5 M, 2Nd Group Of Soil, Manual Filling Of Ditches, Pits And Pits, Soil Group: 2, Soil Compaction With Pneumatic Rammers, Soil Group: 1, 2, 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 (Surplus Soil), Dump Truck, 17 T Transport Distance - 10 Km. 1St Class Cargo, Execution Of Works At The Site Of Soil Spillage, Soil Group: 2-3, Laying Of Pipelines From Polyethylene Pipes, Diameter: 110 Mm (Laying Of Drainage Pipe), Construction Of Sub-Bases: Gravel, Construction Of Sub-Bases: Kirmadashli

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