Sugar refinery plant, FE “Angrenshakar” LLC, Uzbekistan
Contract data
Contract No.: RP 4015 of 31/08/2012
Country: Uzbekistan
Location within the country: Angren district of Tashkent region
Start date: 31/08/2012
Completion date: 30/07/2014
Country: Uzbekistan
Location within the country: Angren district of Tashkent region
Start date: 31/08/2012
Completion date: 30/07/2014
Project Description
The facility named “Construction and organization of a new plant with a capacity of 1,000 tons of sugar per day, FE “ANGREN SHAKAR” LLC in Akhangaran district of Tashkent region.” The site is free from development. An existing road runs along the southern side of the designated area. Production is a complex, continuously operating mechanism. To date, the master plan has been prepared and provides for dense development. The territory is rectangular in the plan and has a fence around the perimeter: solid and metal mesh. The master plan includes the following structures:
- Raw sugar warehouse
- Refined sugar warehouse
- Plant
- Lime gas kiln
- CHP
- Water collectors
- Chimney stack
- Pumping station
- Molasses tanks
- Garage
- Workshop and spare parts warehouse
- Area for storing materials
- Canopy
- Gas cylinder warehouse
- Administrative building
- Scales
- Water supply facilities
- Water supply pumping station
- Water storage tanks
- Absorber filters
- Pumping station
- Cooling towers
- Switchboard room
- Open area for storing limestone
- Pumping station
- Fuel oil tanks
- Site for tank-vehicles
- Treatment facilities for oily wastewater
- Treatment plants
- Checkpoint 1
- Checkpoint 2
- Transformer substation
- Railways
- Railway scales
- Area for temporary parking of trucks
- Area for passenger cars
- Temporary bus parking area
- Prospect area for plant expansion
- Car wash site
- Canteen for 140 seats
- Fencing
- Bag sack shop
The area of the site within the conventional border is 14.4 hectares
Development area - 3.6 hectares
Used area - 9 hectares
Landscaping area - 5.4 hectares
Description of the construction site- The fire resistance degree of the building - II
- Building responsibility class - II
- Standard wind speed pressure according to KMK 2.01.07-96 - 0.38 kPa (38 kg/m²)
- Standard snow load according to KMK 2.01.07-96 - 0.50 kPa (50 kg/m²)
- Seismicity of the area according to KMK 2.01.03-96 - 7 points
- Seismicity of the construction site with account of engineering and geological conditions according to the seismic microzoning map of Angren - 8 points
- Ground water - below 10m.
- Seasonal soil freezing depth - 0.7m.
