Tenders Are Invited For Lower Mugan Ii-Kuri-Kuri-Kurmese Bridge In Pk143 + 51, Pk-28 In The Pk-28 Collector Pk 20 + 00 Overlay Bridge And Saatli District (Pk105 + 55) Over-Bridge-Based Bridge

Ozuboshal Car, 20 T Transportation Distance - 1 Km. 1St-Grade Load, Construction Waste Loaded With Excavator With 0.5 M3 Of Chalovs Capacity: Download, Construction Of Steel Railings Welded On Bridges And Road Transmitters (Demolition), Softening Rocky Soils In Excavator Database, Group 6 (Demolition Of The Concrete Bridge), Natural Sand-Gravel Mix, Construction Of The Grounds And Smoothing Layers: Sand-Gravel Mixture, From Large Sand, Flooring And Impregnating The Bituminum Of The Bitumen Of Pieces Of Wrinkle Covers With 8 Cm Thick, Add Or Exit (1 Cm) When The Cover Is Changed By 0.5 Cm 27-06-020-3, Construction Of A Cover With A Large-Grained Eu Type Hot Asphalt-Concrete Mixture Of 4 Cm Thick, Density Of Stone Materials: 2.5-2.9 T / M3 (In Bridge), Horizontal Concrete Surface Adhesive Insulation: 2 Layers, With Roll Materials (In The Movement Part Of The Bridge), Construction Of A Thick-Skinned Boiling-Grower-Grower-Grower-Growing Boiling Thickness Of 4 Cm Thickness, Density Of Stone Materials: 2.5-2.9 T / M3, Adding Or Exiting Or Exit To The Norm Of 27-06-020-3 When The Cover Is 0.5 Cm Change 0.5 Cm (4 Cm), Construction Of A Thickly Large-Grained Eu-Grain-Grain-Boiling Boiling Thickness Of 4 Cm Thick Covering, Density Of Stone Materials: 2.5-2.9 T / M3 (In The Bridge), Six Basic Bases Of The Foundation: Gravel (Under The Edge), Building Six Bases Of The Foundation: Sandy (Under The Edge)