Tenders Are Invited For Purchase Of Repair Works To Be Carried Out On Highways In Lankaran City And District (At The Expense Of Budget And Non-Budgetary Funds)

Demolition Of Pavement And Base: Asphalt-Concrete (Demolition Of Disintegrated Asphalt Pavement), Excavator-Loaded Construction Waste With A Bucket Capacity Of Up To 0.5 M3: Loading (Loading Of Demolished Asphalt Pavement With An Excavator With Dump Trucks), Dump Truck, 17 T Transport Distance - 10 Km. 1St Class Cargo, Construction Of Paving And Leveling Layers Of Foundations: Sand-Gravel Mixture, Coarse Sand (Applying A 0.2 M Thick Sand-Gravel Mixture On The Soil Bed), Natural Sand-Gravel Mixture, Construction Of Floor And Leveling Layers Of Foundations: Crushed Stone (H=12 Cm), Grindash, Preparation Of Bitumen Emulsions (Sprinkling Of Bitumen 0.6 L/M2), Construction Of A 4 Cm Thick Hot Asphalt-Concrete Mixture Of Dense Coarse-Grained Ab Type, Density Of Stone Materials: 2.5-2.9 T/M3 (Construction Of A Coarse-Grained Asphalt Concrete Coating Of 7 Cm Thickness), Add Or Subtract When The Thickness Of The Coating Changes By 0.5 Cm (Additional 3 Cm), Preparation Of Bitumen Emulsions (Sprinkling Of Bitumen 0.4 L/M2), Construction Of A Cover With A Thickness Of 4 Cm From A Hot Asphalt-Concrete Mixture Of The Abv Type, Density Of Stone Materials: 2.5-2.9 T/M3 (Construction Of A Fine-Grained Asphalt Concrete Cover At A Thickness Of 5 Cm), Add Or Subtract When The Thickness Of The Coating Changes By 0.5 Cm (Additional 1 Cm), Marking Of The Traffic Section With A Solid Line, Line Width: 0.2 M, Marking Of The Moving Part With A Broken Line With A Width Of 0.1 M With Paint, When The Ratio Of The Line And The Interval Is As Follows: 1:3

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