International standard towards test and calibration laboratories ISO/IEC 17025

ISO 17025 is worldwide standard containing general requirements towards test and calibration laboratories competence

ISO 17025 advantage is that it is a general standard of test results documentation and reports registration. Being registered in one country, they will be valid in other country without any additional tests execution

ISO 17025 was put into effect on RoK territory on July 1, 2016. Latest amendments to ISO 17025 were made in 2017 and assume correspondence to ISO 9001 standard requirements

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Utility networks and systems engineering

Utility networks and systems engineering, including:

Buildings and structures technologic design

Technologic design (elaboration of the construction project technologic segment) of the housing and civil facilities, including:

Architectural engineering

Architectural design of the buildings and structures of the 1st, 2nd and 3rd building criticality rating (with permission to design architectural and restoration operations, excluding scientific and restoration operations on historical and cultural monuments), including:

Building and construction design

Construction design (with permission to design capital repairs and/or reconstruction of the buildings and structures, including constructions reinforcement of each of the given below operations) and structure planning, including:2
Test of Portland and Slag Portland cement physical and mechanic properties
Test of Portland and Slag Portland cement physical and mechanic properties
  • – grinding fineness as per sieve residue
  • – grinding fineness as per Blaine value
  • – standard consistency of the cement paste
  • – cement setting time
  • – cement soundness test
  • – flexural and compressive strength (normal curing time – 28 days)
  • – flexural and compressive strength (after steaming out)
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Crushed stone and gravel physical test for the construction needs
Crushed stone and gravel physical test for the construction needs
  • – Fineness ratio
  • – Poor rock grain content
  • – Grinded grain content in the crushed gravel
  • – Flour and clay particles content
  • – Clay content in lumps
  • – Moisture content
  • – Water saturation
  • – True specific gravity and porosity
  • – Plate-like and needle shaped form grain content
  • – Bulk density and void ratio
  • – Abrasion capacity
  • – Frost resistance (alternate freezing and thawing method) per cycle
  • – Crushed stone grindability
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Sand test for the construction needs
Sand test for the construction needs
  • – Bulk density and void ratio
  • – Grain composition and fineness modulus
  • – Flour and clay particles content
  • – Content of clay in lumps
  • – Moisture content
  • – True specific gravity
  • – Frost resistance of the sand out of grinding screening
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Concrete and concrete mixes test
Concrete and concrete mixes test
  • – Placeability (concrete consistency and hardness)
  • – mass specific gravity
  • – delaminatability
  • – entrained air volume
  • – being transported mix temperature
  • – strength of concrete cubes compression
    100x100x100mm
    150x150x150 mm
  • – 3 core samples
  • – bending tensile strength
  • – water-resisting properties
  • – freeze-thaw resistance per cycle
  • – moisture content
  • – water saturation
  • – wearing power
  • – concrete and mortar proportioning without additives
  • – concrete and mortar proportioning with additives
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Mortar mixtures test
Mortar mixtures test
  • – Flow
  • – Delaminatability
  • – Temperature
  • – Mass specific gravity
  • – Moisture content (for dry mixtures)
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Test of mortar stone
Test of mortar stone
  • – compressive strength
  • – mass specific gravity
  • – wearing capacity
  • – freeze-thaw resistance per cycle
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Slag wool test
Slag wool test
  • – Exterior, physical dimensions
  • – Volume density
  • – Moisture content
  • – Nonfibrous content
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Soil test
Soil test
  • – fineness ratio determination, soil classification
  • – full density and optimum moisture content determination in laboratory environment
  • – determination of the soil volume density and moisture content under field conditions (at the construction site)
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Test of ceramic bricks and stones
Test of ceramic bricks and stones
  • – exterior and physical dimensions
  • – mass specific gravity
  • – freeze-thaw resistance per cycle
  • – water saturation
  • – flexural and compressive strength
  • – calcareous impurities availability
  • – wearing capacity
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Check of additives efficiency for concrete production
Check of additives efficiency for concrete production
  • – plasticizing properties
  • – water reduction
  • – stabilizing properties
  • – medium workability preservation
  • – air entrainment
  • – reduction of permeability
  • – freeze-thaw resistance adjustment
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Determination of the stress related properties of the concrete goods and constructions
Determination of the stress related properties of the concrete goods and constructions
  • – physical dimensions
  • – concrete strength control by nondestructive method of plastic flow deformation (Kashkarov hammer)
  • – concrete strength control by nondestructive method of shock pulse monitoring (IPS-MG 4.03)
    • – pier column (3 points)
    • – joist (3 points up to 6 m)
    • – foundation block (3 points)
    • – continuous footing (3 points up to 6 m)
    • – wall (3 points on 1.5 m2 sq)
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Other laboratory services
Other laboratory services
  • – Sample kilning under coordinate temperature (up to 1300 C)
  • – Materials milling
  • – Sample manufacturing, curing and storage (concrete, mortar)
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Our Customer: ABK-Beton Plant LLP owned by BI Group Holding

Rendered services: ABK-Beton plant technologic processes improvement. The works are executed in time, NIISTROMPROJECT LLP together with KNILSM LLP had worked out mixes for 3D printer. We have obtained and tested self-compacting M350 and M400 concretes on BI GROUP construction site.
Development of the mix composition for 3D printer, obtaining and test of the self-compacting M350 and M400 concretes on the construction site

Our Customer: Ernst and Young Kazakhstan LLP

Выполненные работы: разработка технико-экономического обоснования проекта «Производство высокосортного керамзита». Выполнено детальное исследование аналогичного производства в странах ближнего и дальнего зарубежья (Германия, Бельгия, Испания, Португалия, Россия), анализ аналогичной продукции, обзор рынка, расчет капитальных затрат и себестоимости ископаемого.
Rendered services: preparation of High Quality Expanded Clay Production project feasibility study. We have done detailed research of same production in different countries (Germany, Belgium, Spain, Portugal, and Russia), we have made analysis of the same product, market research, CAPEX and mineral COGS estimations.

Our Customer: State Enterprise of the Republic of Kazakhstan Education and Sciences Ministry Committee for Science

Rendered services: researches on the project of “Rational usage of the natural resources, raw material and product processing” on the thesis “Elaboration of new energy saving ecologically clean heat insulation material production technology - very light foam concrete of non-autoclaved hardening of 200kg/m3 density, creation of such foam concrete production pilot line with 3 years term.
Successful works completion, commissioning of the technologic line on pure energy-saving foam concrete production

Our Customer: KAZ Minerals Aktogay LLP

Rendered services: Mobilization and functioning of a research and testing laboratory auditing general construction and concrete operations on the construction site of Aktogay MPP in Eastern Kazakhstan region. Period – 01/01/2014-31/12/2016
Mobilization and functioning of a research and testing laboratory auditing general construction and concrete operations
Daniyar Akhmetov
PhD, general Director
Was born on September 13, 1976 in Shymkent city In 1988 graduated from SKSU named after M.Auezov and got honors decree in Construction materials and structures manufacturing From 2002 – Master of Construction Materials Manufacturing From 2004 – Candidate of Technical Sciences From 2010 – Doctor of Engineering Sciences Daniyar Akhmetov worked as Senior Lecturer and Vice Principal at KazATK named after M.Tynyshpayev, Almaty, Professor of General Construction chair of KUPS Almaty Since 2016 – General Director of NIISTROMPROJECT LLP Senior Inspector of TCO iron-concrete goods quality control Has issued over 50 academic papers, including 2 monographies Expert of RoK MoE Foundation of Science in the sphere of the construction materials researched and development
Mederbay Saduakassov
PhD, professor, Kazakhstani Quality Management Academy member

Was born on September 5, 1952, in Bishkek (Kyrgyz Republic)

In 1975 graduated from Frunze Polytechnic Institute, Engineering and Construction faculty, and got honors decree in Construction materials and structures manufacturing

In 1982 graduated from the post-graduate studies of Moscow Engineering and Construction Institute named after V.Kuibyshev

Was honored with USSR VDNKh silver medal for gypsum materials scientific research results (Moscow, 1988), was honored with honor of USSR inventor for invention certificates and patents

In 1993 has finished doctoral studies at Moscow State Construction University

In 1976-77 was working as master at Almaty integrated homebuilding factory

Worked as KazGASa professor (1982-2005) and KazNTU named after Satpayev professor (2005-2009)

Was NIISTROMPROJECT LLP General Director from 2009 to 2015

At the moment works as technical consultant in sphere of gypsum binders, gypsum and light concretes

Nikolay Suzev
PhD, South Kazakhstan State University professor

From 1980 to 1986 was construction and technologies faculty dean. In 1986-1989 he worked as KazKhTI educational department Vice Principal. In 1988-1989 was acting as KazKhTI Principal.

Being KazKhTI educational department Vice Principal, was included into reserve list to the position of KazSSR Deputy Minister of Higher and Special education ministry.

In 1987 opened Republican Engineering center on radio-frequency currents usage in construction materials production, was its director and academic adviser up to 1989

RoK Ministry of Education and Science expert on education level and content on specialty 58073000 – Construction materials, goods and structures manufacturing in Kazakhstani higher Institutions

Over 198 scientific and methodological papers (mainly in concrete and iron concrete area)

Was elected as deputy. Severaltimes was a member of the audit committees of USSR Minvuz and KazSSR Universities attestation

Was honored by two honorary certificates of RoK Ministry of Education and Science and with medal 70th YuKGU anniversary

At the moment works as technical consultant in sphere of binding materials, concrete and iron concrete goods and structures

Yelena Root
Holder of a Master's degree, Aktogay MPP expansion project manager

Born on August 7, 1994

Higher education in Construction materials, goods and structures manufacturing sphere. Bachelor’s degree of Kazakh National Technical University named after Satpaev, Master’s degree in Construction materials, goods and structures manufacturing specialty of Taraz State University named after Dulati. Theme of magisterial thesis – Modified self-compacting concrete produced with usage of local raw materials and wastes.

Works in NIISTROMROJECT since October 2015, head of lab till June 2018, from June 2018 – Aktogay MPP expansion project manager (Customer – KAZMinerals)

Passed through training on internal audit ISO 9001, ISO/IEC 17025, estimations of measurement uncertainties while in Construction materials, goods and structures testing

Participated in international conference ICCX-2016 in St.Petersburg

Worked on grants on light and self-compacting concretes

Sergey V. Milyutin
Head of the project group

Phone: +7 777 242 71 48

Specialty:  railways construction, track facilities

Participation in the following sites design:

  • Double tracked lines at Alma-Ata-Chu section, Kazakh SSR (position – designer), 1979
  • Double tracked lines Aktogay-Semipalatinsk section, Kazakh SSR (position – designer), 1982
  • Development of the border station Druzhba, Kazakh SSR (position – designer), 1989
  • Development of Sary-Agash, Kazakh SSR (position – designer), 1994
  • Railways to Hurricane Kumkol Munai OJSC oil loading terminal at Zhosaly station, Kyzylorda oblast, oil loading terminal, Kazakh SSR (position – designer), 1996
  • General layout of Saryagash border station prospective development, 2001
  • New railway line Khromtau-Altynsarina, Kuduksay station, Yuitas station, Irgis station (position – designer), 2002
  • Development of Druzhba border station, correction of the railcars rearrangement point at Dostyk station
  • Approach rail line Gamma-T LLP at Ushkulin station up to Sarykilsky coal mine (position – designer) 2003-2004
  • Electrification of the railways at the section Ekibastuz-Pavlodar, adjacent sections (position – designer), 2004
  • Construction of the new railway line Shar-Usk-Kamenogorsk station (ст.Шар-Усть-Каменогорск (position – designer) 2004г
  • Detailed design of Gelius LLP approach line at Zhetygen station (position – designer), 2005
  • Construction of three sidetracks at Kulsary-Aksaraisk section (position – designer) 2005-2006.
  • Opening the of the interstation at Kulsary-Mzngyshlak section (position – designer), 2006
  • Reconstruction of the tram line along Tolebi street from Zharokov street to Mamyshuly street in Almaty (position – designer), 2006-2010.
  • Detailed design, design. ''Approaching railway line, railway station, flyover to the integrated natural gas chemical complex in Atyrau oblast»
    (position – designer), 2010-2014.
  • Detailed design, engineering at NIISTROMPROJECT LLP. Amendment of the project «development of the transport, railway and uploading-offloading infrastructure on plant territory». (position-chief designer), 2017 – till now.
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