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1. Installation of foundations in assembling area
- according to the design - 10 762,6 m³, installed 10 558 м³ of concrete (98,1%)
- according to the design - 2 874,9 tons, manufactured 2 825 tons of reinforcing roads (98,3%)

2. Installation of foundations in transportation area
- according to the design - 7 677,6 m³, installed 4 091 m³ of concrete (53,28%)
- according to the design - 1 593,128 tons, manufactured 1207,28 tons of reinforcing roads (75,8%)

3. Installation of arch metal constructions (up to 1-st lifting)
- according to the design - 5 500 tons, installed 4241, 34 tons (80%)

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1. Installation of foundations in assembling area
- according to the design - 10 762,6 m³, installed - 10 414 m³ of concrete (96,5%)
- according to the design - 2 874,9 tons, manufactured - 2 825 tons of reinforcing roads (98,3%)

2. Installation of foundations in transportation area
- according to the design - 7 677,6 m³, installed - 2 763 m³ of concrete (36%)
- according to the design - 1593, 128 tons, manufactured - 934 tons of reinforcing roads (58,6%)

3. Installation of arch metal constructions (up to 1-st lifting)
- according to the design - 5 500 tons, installed - 3 692,5 tons (67,1%)

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1. Installation of foundations in assembling area
- according to the design - 10 762,6 m³, installed - 10 558 m³ of concrete (98,1%)
- according to the design - 2 874,9 tons, manufactured - 2 825 tons of reinforcing roads (98,3%)

2. Installation of foundations in transportation area
- according to the design - 7 677,6 m³, installed - 3 189 m³ of concrete (41,5%)
- according to the design - 1 593,128 tons, manufactured - 1 048,252 tons of reinforcing roads (65,8%)

3. Installation of arch metal constructions (up to 1-st lifting)
- according to the design - 5 500 tons, installed - 3 918,83 tons (71,3%)

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Within the NSC Project at the construction site the following works are being performed:

Assembly of the Arch metal structures (for 2nd lifting)
According to the design - 4,097 tons
3,793.15 tons (92.58%) performed

Mounting of the roof covering of the Arch:
Surface area of roof cladding before 2nd lifting - 13,952.2 m², 92% performed.
Surface area of internal cladding before 2nd lifting – 12468.15 m², 81.1% performed

Arrangement of base concrete and insertion of inclined piles within serviced area (northern slip):
- Design concrete volume – 1,060 m³, placed – 1,058 m³ (99.81%);
- Design pile amount – 208 piles, placed till design mark – 92 piles (44.23%)