Tenders Are Invited For Procurement Of Improvement Works And Major Repair Works Of The Housing Stock To Be Done In Neftchala District

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. Transportation Distance - 5 Km. 1St Class Cargo, Execution Of Works At The Site Of Soil Spillage, Soil Group: 2-3, Excavation By Throwing The Soil Out Of The Trenches With Reverse Bucket Excavators With A Bucket Capacity Of 0.5 (0.5-0.63)M3, Manual Digging Of Soil In Sloped Trenches Up To 2 M Deep Without Fasteners, Filling Pits And Trenches With Bulldozers By Shifting Soil Up To 5 M, 2Nd Group Soil, Manual Filling Of Ditches, Pits And Pits, Soil Compaction With Pneumatic Rammers, Soil Group: 1, 2, Construction Of Sub-Bases: Gravel, Construction Of The Concrete Preparatory Layer From B7.5 Class Concrete With A Thickness According To The Project And Technical Requirements, Laying The Concrete Mixture, Smoothing The Surface And Bringing It To The Required Level, Waterproofing Of Walls And Foundations: Horizontal, With 2 Layers Of Adhesive, Fixing The Joint Layer: Cement, Thickness 20 Mm, Preparation Of Cement-Based Joint Layer. For Each 5 Mm Change In The Thickness Of The Connecting Layer, Applying An Addition Or Subtraction To The Appropriate Construction Norm. Intended Additional Thickness: 10 Mm, Construction Of Strip Reinforced Concrete Foundations From B25 Class Concrete. Preparation Or Acceptance Of The Concrete Mixture, Pouring Into The Mold, Compaction And Smoothing Of The Surface, Provided That The Width Of The Upper Part Of The Foundation Is Up To 1000 Mm, Class A-1 Steel Reinforcement For Use In Reinforced Concrete Structures