The project calls for a minimum of 45 cm thick granular fill (200,000 m³), a 45 cm thick subbase (100,000 m³), and a 30 cm thick base (55,000 m³) material, with 25 cm thick concrete pavement (75,000 m³) for the runway and apron. concrete (75,000 m³) is planned for the concrete pavement of the runway and apron.

Two D-9s, two D-8s, two vibratory rollers, two graders, five loaders, and ten 35-ton dump trucks were used for this work, and all filling was completed in a short time, similar to a construction season.

In concrete paving works, an automatic concrete mixer with a capacity of 100 m³/h and a spray finisher with a capacity of 1,200 m³/day, 3 joint cutting machines, 3 joint filling machines, 50 m³/s

Other construction machinery, such as high-capacity screening and washing plants, have been added to our company’s equipment and are in use.

Brief information about Kars Airport and infrastructure construction:

2. The date of the tender is February 10, 1977.

3. Project completion date: September 6, 1981

4. The working period is only 4.5 months per year.

5. Main items:

a. Runway 3,500 m x 45 m x 0.35 m

b. Apron 130 m x 76 m x 0.35 m

c. Service roads 15 km

d. Electrical cable ducts 10,000 m

e. The drainage system is approximately 10 km long.

6. Main work quantities:

a. Excavation 1,000,000 m³

b. Fill 355,000 m³

c. Total concrete works 175,000 m²

d. Cement quantity: 30,000 tons