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  • The hotel Beijing Palace - excavation depth 13.5 meters.
    The hotel "Beijing Palace"- excavation depth 13.5 meters.
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    Multifunctional residential complex "Abu Dhabi Plaza"- excavation depth 15 meters.
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    Underground parking lot - excavation depth 12 meters.
  • The hotel Beijing Palace - excavation depth 13.5 meters.
    The hotel "Beijing Palace"- excavation depth 13.5 meters.
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    Business Center "Moscow"- excavation depth 9 meters.
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General earthworks


  • General earthworks
  • «Diaphragm Walling» method
  • Installation of external engineering networks and communications
  • Special equipment services
  • Machinery for rent
  • Vertical planning

Трактор бульдозер гусеничный KOMATSU D65E-12
Трактор бульдозер гусеничный KOMATSU D65E-12
Автогрейдер САТ 160 К
Автогрейдер САТ 160 К
Dozer Caterpillar (CAT) D8R
Dozer Caterpillar (CAT) D8R
Blade width,
3.94-4.98 m
Total weight,
37.8 tons
Power,
328 hp
Track excavator Caterpillar (CAT) 329DL
Track excavator Caterpillar (CAT) 329DL
Total weight,
29.7 tons
Bucket Capacity,
0.94 - 2.6 m3
Dozer Caterpillar D6K XL
Dozer Caterpillar D6K XL
Total weight,
12.89 tons
Power,
127 hp
Drum compactor САТ CS 74 - 16t
Drum compactor САТ CS 74 - 16t
Total weight,
16 000 kg
Dozer Caterpillar D6N
Dozer Caterpillar D6N
Blade width,
(3154-3272)x -XL / 4080x -LGP
Total weight,
16668-XL/17797-LGP
Power,
111,8
Digging depth,
473,5-XL / 359,5-LGP
Track excavator CAT 324DL
Track excavator CAT 324DL
Total weight,
25600 kg
Power,
140 kWh (190 hp)
Bucket Capacity,
1,5 m3
Track excavator Caterpillar 320D
Track excavator Caterpillar 320D
Total weight,
20500-21750 kg
Power,
103 kWh
Excavator 326 D 2 L
Excavator 326 D 2 L
Total weight,
30 115 kg
Power,
151,0 kWh
Earthworks are complex works of a zero cycle, which include: the passage of pits and trenches, drainage, strengthening and preparing the grounds for the building, construction of foundations and walls, floors, tunnels, perform backfill soil in the sinus between the foundation and the foundation pits and slopes. The works of a zero cycle is considered completed after setting underground the part of the building with all communications and elements of underground structures.
Production of construction and installation work, and, above all, the construction of the underground part of buildings and structures associated with the implementation of a significant volume of excavation. Excavation works are among the most difficult and labor-intensive construction work, performed in difficult conditions, and are largely dependent on climatic factors. So one of the challenges facing the designers, technologists, builders is the development and implementation of methods and technologies that reduce the volume of excavation at the construction site.

Excavation works are among the most difficult and labor-intensive construction work. They perform a variety of methods, allocated into four groups: mechanical, hydraulic, explosive and manual. In addition, in some cases, we beetle, develop a method of drilling our soil to improve the bearing capacity.

Types of earthworks

The result of the development is a ground earthwork, which is the engineering facility, arranged from the ground in a ground array or erected on the surface of the soil. Earthworks types:

- relative to the surface of the soil - dredging, embankments, underground workings, backfill;

- to service life - permanent and temporary;

- to functional purpose - pits, trenches, pits, wells, waste dumps, dams, dikes, roadway, tunnels, site planning, development;

- to the geometric and spatial form - deep, small, long, concentrated, simple, complex, etc.

Permanent structures include designed for long-term operation - earthen dams, canals, rail and trackless canvas roads, cut and fill, constructed during the planning.

Temporary earthworks include the excavation coming off during the construction of foundations of residential and industrial buildings, bridges, dams, trenches for water, sewer, gas and other networks, mound for temporary roads and dams. Any earthwork must be stable, strong and protected from erosion by water.

Recess width of more than 3 m called pits, narrower recesses for strip foundations or communications networks - trenches, excavation under-standing foundations or pillars - holes. These structures have a bottom and side surfaces, the inclined slopes and vertical walls. Recesses being developed for production for the construction of the missing ground, called reserves; mound with the dumping of excess soil - cavaliers or dumps. Designated dumping of construction and other debris called dump and locations where the development of sand, gravel and other construction materials is located - careers. The recesses closed from the ground surface and arrange for the installation of transport and communication tunnels called underground workings. If the recesses have a bottom and inclined slopes, after the underground structures' setting up (or underground part), we will perform backfilling cavities - filling the space between the ground and the construction pit slopes.

2014 © “Bastau Build Group” Company, Astana, Sh. Aitmatov st., 33. Built-in structure 2
BK.KZ Studio production
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