Project completed
- High-rise buildings
- Civil construction
- Infrastructure construction
- Bridges
- Substructures
- Industrial construction
- Unique buildings and structures
Oceanarium on Poklonnaya Gora, Moscow
Monitoring of the substructure guarding condition (slurry wall)Krasnoyarsk International Airport (Emelyanovo)
R&D support of design of the metal supporting structures of the facility – new passenger terminal in the international airport, at the “Design Documentation” stage.Administration building of the Directorate of the Federal Tax Service for Moscow, Moscow
Inspection of the building technical condition.Н2О Aqua Park, Rostov-on-Don
Inspection and check calculation of the aqua park reinforced concrete structures. Development of the technical solution and statistical estimation of the roof framing made of laminated wood.Petropavlovsk-Kamchatsky Airport, Kamchatka Krai
Development of the technical documents on the following subject: Development of PSTS for sites airport surveillance radar, monopulse secondary surveillance radar, runway supervisory unit, local air traffic control center for the facility: “Reconstruction and Retrofitting of the Complex of Means of Air Traffic Control, Flight Radiotechnical Support and Electric Communications, Including Equipment with Automatic Direction Finder, Computer-Based System Air Traffic Management, Complex of Automation Tool for Air Space Management Planning, Short Range Navigation System, Monopulse Secondary Surveillance Radar, Aerodrome Radar Facility, Receive/Transmit Radio Center, Modernization of En-route Radar Facility Office and En-Route Radar Position”Pulkovo Airport Saint Petersburg
Expert evaluation of design documents for the capital facility “The Building of the New Passenger Terminal, Northern Terminal Finger, Two-Level Transport Ramp”.Yuzhny Airport Complex, Rostov-on-Don
Development of recommendations for the “Design” stage for determination of the estimated snow and wing loads on supporting and protective structures of the facilityThe Cathedral of Christ the Saviour, Moscow
Inspection and development of technical solutions for recovery of the stylobate part roof.Experimental studies of roof structure elements and connections of the main dome, with issue of the Evaluation of reliability, strength, and durability of design proposals.
Moscow Zoo, Moscow
Consultations and recommendations for reconstruction of façade wall of the main entrance.Former Gostiny Dvor, Moscow
R&D support of detailed design of the large-span translucent roof, its fabrication and installation. Testing of the large-scale roof model.The State Academic Bolshoi Theatre, Moscow
Construction monitoring of installation of the stage support equipment.Appraisal of the vibration level of constructions, and an estimated level when metro trains are moving with regard to the construction of 6 underground floors of the 2nd stage of reconstruction, restoration and equipment of the Bolshoi Theatre complex of building.
Chinese Business Center “Park Huaming”, Moscow
R&D support of the facility substructure design; mathematical modelling of change in stress strain behavior of the soil body influenced by new construction; projected change of hydrogeological conditions at the construction site and the surrounding territory influenced by new construction; scientific and technical opinion on the facility substructureSports Complex “Dynamo Vodny Stadium”, Moscow
Inspection of the technical condition of the building structures influenced by the site operations. Heat supply for development of the territory of the Sports Complex “Dynamo Vodny Stadium”, impact analysis with recommendations for its reduction during laying of utilities for development of the Sports Complex “Dynamo Vodny Stadium”Moscow Cathedral Mosque
Inspection of the condition of structures on site with issue of scientific and technical opinion.Complex of buildings of the Headquarters of Sberbank of Russia OJSC, Moscow
Inspection of the curtain wall system with ventilated air gap, issue of the opinion following the inspection and technical condition of the building on the recovery of performance characteristics of the curtain wall system. Visual and detailed inspection of the underground parking floor slabs, with renovation quality control.The Embassy of the Republic of Belarus in the Russian Federation, Moscow
R&D support of construction, geotechnical monitoring of the existing buildings of the surrounding development for the period of foundation reinforcement, complex construction, and during one year after the construction has been completed. Modifications of the planned high-rise displacements of the top “slurry wall”, surrounding soil body in the territory adjacent to the construction footprint with regard to the ground reference marks of the underground water level.Moscow Youth Theater “The Planet of KVN”, Moscow
Development of PSTS for the project of “Havana” movie theater reconstruction for Moscow Youth Theater “The Planet of KVN”.Television complex “NTV Television Company” OAO, Moscow
Overall R&D support of the main types of construction and installation work, material testing, control of erection and quality of reinforced concrete and metal structures at the television complex facility construction.Complex of buildings of Gnessin Moscow Special School of Music, Moscow
R&D support of the zero cycle operations and foundation soil reinforcement at the restoration and reconstruction site.Rosoboronexport administrative complex, Moscow
Investigation of the structure analysis at the reconstruction and construction site, in order to justify the technical solutions on bringing the fire resistance limits of the said structures to the limits required by the laws of the Russian FederationVnukovo air terminal complex, Moscow
Quality control of erection of the monolithic reinforced concrete structuresLakhta Center tower, Saint Petersburg
Geotechnical justification of the possibility of construction of the high-rise complex, estimated justification of the “zero cycle” structure parameters, and R&D support of design and erection of the structuresMZHDK Tower Smart Park Ufa
R&D support of the model aerodynamic tests and development of recommendations for determination of the estimated wind loadsIset Tower Yekaterinburg
R&D support of design and construction of the Multifunctional Complex of the Business Center with residencies and underground parking“President” Business Center, Yekaterinburg
Overall inspection of the building No.1A under construction included in the multifunctional complex with congress hall.Skolkovo Business Park, Odintsovo
Projected change in hydrogeological conditions and their influence on the settlements of the surrounding territory associated with construction of the facility “The First Stage of Multifunctional Administrative and Shopping Center”.“SNEZHKOM” All-Season Ski Complex, Krasnogorsk
Engineering and geological operations for inspection of buildings and structures.Higher School of Economics, Moscow
R&D support of design and construction operations on modernization of the complex of buildings and structures of the former Military Engineering Academy – a monument of architecture of the beginning of the 19th centuryThe Pushkin State Museum of Fine Arts, Moscow
R&D support of the operations on design and laying of utilities in the territory of the Museum Area of the State Museum of Fine Arts – the protected area in the center of Moscow, where more than 20 historical and architectural landmarks of 17th-21st centuries are concentratedMountain tourist center of Gazprom, Open Joint-Stock Company, Sochi
R&D support during design of retaining structures on sites. Including ropeways and ski slopes, engineering and transport infrastructure facilities (design and survey work, construction)Hotel “Primorskaya”, Sochi
Development of PSTS for design of high-rise buildings under the conditions of high seismicity, and expert opinion on engineering solutions of the “Design” stage based on the independent check calculations of supporting structures for the facility: “Hotel “Primorskaya” for 200 rooms included in the “Health Resort Complex “Primorsky”, intended to be built at the place of the existing Hotel “Primorskaya”Residential building on Popov proezd, Moscow
Expert evaluation of design solutions and statistical calculationsCaucasian Musical and Cultural Center complex Vladikavkaz
Development of PSTS for the project, located on site with estimated seismicity of 8-9 pointsP.I. Tchaikovsky Conservatory, Moscow
Development of PSTS for design of bases, foundations and substructures of the Conservatory buildings in connection with the operations on their modernization. R&D support of design and construction operationsFestivalny Concert Hall, Sochi
Overall inspection of building structures in order to determine the technical condition of the building for the possibility of its further operationChayka OAO cultural and sports center, Moscow
Scientific and technical opinion on the building structure condition“Mayak” multifunctional residential complex, Khimki
Field supervision over the first stage of construction. Development of detailed design documentation for the land cofferdam for the first stage of construction.Saratov International Airport (c.p. Saburovka)
R&D support of supporting structures of the facility –new passenger terminal in the international airport, at the “Design Documentation” stage.The Ministry of the Foreign Affairs of the Russian Federation, Moscow
R&D support of the operations during facility reconstruction. Issue of the evaluation of the structure condition, of the conditions of the spire installation of the building, based on the materials of the overall inspection of the existing structures and spire structures. Inspection of the technical condition of the existing structures of the decorative façade wall of the central part of the high-rise outbuilding above +123.30 m level.Multifunctional shopping and entertainment center (MSEC) “Zolotoy Vavilon”, Moscow
Inspection of the building technical condition“Akvarel” Multifunctional Shopping and Entertainment Center, Volgograd
Issue of the opinion on the operation capability of the designed units of the building steel frame.Multifunctional shopping, business and entertainment center “LOTOS CITY”
Inspection of supporting structures, expert evaluation of the ramp design engineering part, and check calculation of the building supporting structures (1st state of construction)Moscow International Business Center (MIBC) “Moscow-City”, Moscow
Technical support of construction and installation work, non-destructive testing of the strength of high-rise tower structure concrete. Design development and R&D support of the operations on sheeting of the Central Core ditch of the facility – one of the largest structure of our days with multilevel substructure. Development of “zero cycle” structure designs for a group of high-rise surface and underground complexes of MIBC “Moscow-City”, and geotechnical monitoring in the process of construction operations.
Site No. 2,3 1. Selective evaluation of the quality of concreting and concrete in structures at the facility “Multifunctional Complex with Moscow Wedding Registry Office” and underground parking. Site No. 4 1. Monitoring at the “Medical and Health Center and Parking” facility construction site. 2. R&D support of construction of the facility “Aqua Part Complex with Hotel and Office Building and Apartments at the Site”, and monitoring in the process of construction with preparation of scientific and technical opinions. 3. A package of design and survey operations for construction of the facility “Medical and Health Center and Parking”. Site No. 6 1. R&D support of model aerodynamic tests and development of recommendations for determination of the estimated snow and wind load on supporting and protective structures of the facility “Multifunctional Movie and Concert Hall with Advanced Functions of MIBC “Moscow-City”. 2. Geotechnical monitoring at the construction site “Multifunctional Movie and Concert Hall with Advanced Functions as a Part of the Central Core of MIBC “Moscow-City”. Site No. 11 1. Monitoring of the Transport Terminal construction site at the site No. 11 MIBC “Moscow-City“ (without anchor force measurement). 2. R&D support of reinforcing in the process of construction of “Multifunctional Terminal Complex” at the site No. 11 MIBC “Moscow-City“. 3. Recommendations for determination of the estimated snow load on the facility “Multifunctional Terminal Complex” at site 11 of MIBC “Moscow-City”. 4. R&D support of operations on arrangement of the substructure (including recommendations, selective control and comments to the performance of operations) for the Multifunctional Terminal Complex construction site. 5. Work on development of detailed design documentation for reinforcement of the ditch sheeting structures for the arrangement of metro tunneling. Services of field supervision over performance of the relevant construction and installation work on reinforcement of the aperture structure, in the area of metro tunneling at the abovementioned facility. 6. R&D support of detailed design of the over-foundation monolithic supporting structures of the complex of buildings. Site No. 12 1. Inspection of the erected structures and check calculation of superstructure steel frame of the Multifunctional Business Complex building with issue of the opinion on their technical condition. 2. R&D support of construction of the high-rise part of the building, and preparation of the Final Opinion. 3. Arrangement of piezometric wells and observation over the underground water level at the construction site. 4. Instrumental observations over the condition of the surrounding buildings, structures and underground utilities at the construction site. 5. Preparation of the summarized scientific and technical opinion following the monitoring of the supporting reinforced concrete monolithic structures at the building construction. 6. Quality control of the renovation made in the structural core from 39th to 49th floors of the Multifunctional Business Complex. 7. Non-destructive testing of concrete strength and defectoscopy of monolithic structures of the “1st” floor of the stylobate and 44th – 72nd floor of the high-rise part of the Multifunctional Business Complex. Site No. 13 1. R&D support of concreting during erection of the monolithic reinforced concrete frame of the multifunctional office and recreational complex “Federation”. 2. Correction calculations of wind load for the civil architectural and construction facility Multifunctional office and recreational complex. Site No. 14 1. R&D support and concreting quality control during erection of the monolithic reinforced concrete frame structures of the multifunctional business complex. 2. R&D support of design of the spire of the MIBC “Moscow-City” multifunctional complex building, site 14, with specification of climatic loads, determination of steel grades, and preparation of the design evaluation.
Site No. 15 1. Concreting quality control during erection of the reinforced concrete structure of the foundation slab and substructures of the office complex of the Legislative and Executive Authorities of Moscow at the site No. 15 MIBC “Moscow-City”. 2. Expert evaluation of calculations of the building supporting structures made in the process of facility design and at the check calculation stage. Opinion on the strength and stability of the designed structures, and project compliance with regulatory requirements and project-specific technical specifications (PSTS). 3. Evaluation of concrete actual strength in the Multifunctional Complex structures. 4. Development of PSTS for building design and construction. 5. Building design monitoring, approval of the general principles of design and engineering, and compliance of the decisions made with the current construction regulatory documents of the Russian Federation, and PSTS. Site No. 16 1. Additional engineering geological survey, with obtaining an expert opinion from Geovigilance of Moscow. 2. Foundation design of the complex of buildings. 3. Monitoring of horizontal movement of the ditch sheeting. 4. Development of concreting procedure, and concrete quality control during erection of the Surface and Underground Parking. Site No. 17, 18 1. R&D support of the operations on testing of pile concrete cores, and calculations of concrete pile load capacity. 2. Visual inspection (monitoring) of buildings located in the area of possible impact of construction of the facility “Multifunctional Administrative and Business Complex at sites 17-18 of the “Moscow-City” complex”. 3. R&D support of design and construction of the multifunctional administrative and business complex at sites 17-18 of the “Moscow-City” complex. 4. Development of geotechnical study of the foundation structures. 5. Development of PSTS for design of the superstructure of the multifunctional administrative and business complex, and recommendations for determination of the estimated climatic (wind, ice) loads on the Office Tower and Apartment Tower included in the complex. 6. Additional engineering geological survey for construction of “Multifunctional Administrative and Business Complex at sites 17-18 of the “Moscow-City” complex”. 7. Ditch sheeting design on site. Site No. 20 1. Development of the ditch sheeting design and construction dewatering at the design documentation stage, preparation of the special geotechnical design sections at the design documentation stage for the facility MIBC “Moscow-City” site No. 20. Other construction sites 1. Geotechnical monitoring of the building foundation slab of the Central Core of MIBC “Moscow-City” in axes "3" - "51" and the territory adjacent to the Central Core. 2. Technical documentation for hydrogeological monitoring of the territory of Moscow International Business Center “Moscow-City”, general site monitoring. 3. Inspection of the technical condition of constructions of buildings and structures located in the area of impact of the operations on cable collector laying from “Ochakovo” substation to “City-2” substation. 4. Ditch secant pile sheeting design at the sites in axes 5-11 and 17-20 of the facility: “Multilevel Parking in the Clearance Box of the third Ring Road in the Area of MIBC “Moscow-City”. “Design” Stage”. 5. Operations on determination of concrete strength in the monolithic reinforced concrete structures of the Central Core of MIBC “Moscow-City” in axes 32-45/Е-У at marks 114, 117, 121, 124, and on quality evaluation of the free lengths of reinforcing bars at the mark of 129 m.
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Sergei Andriaka Moscow State Watercolour and Fine Arts Academy, Moscow
Inspection of supporting structures, including structures to earth foundation joints of the building under constructionMoscow Architectural Institute, Moscow
Geotechnical monitoring and calculations of estimated deformations of the surrounding development during construction of building 5 at the “MARCHI” siteThe Moscow City Golf Club, Moscow
Inspection of supporting structures of the building extension superstructureMoscow Kremlin
Inspection and development of technical solutions for recovery of the roof structures of the Cooler and the Winter Garden of the State Kremlin Palace, and other buildings of the Kremlin. The extensive work on protection of bases and foundations of temples and other facilities in the Kremlin territory against destruction. Participated in reconstruction of the Senate Building — the Presidential Palace, the Grand Kremlin Palace, Special Kitchen Unit of GKP. The operations on installation of the missing tie bars were made on the Senate Building. Arching reinforcement was made using the injection method with R&D support of the operations. R&D support of construction of the engineering structure block in Taynitsky Garden in the Moscow Kremlin. Preparation of the opinion on the necessity to reinforce the foundations and subsoil of the Palace of the Facets in the Moscow Kremlin territory, based on the inspection of their condition in the pits, and analysis of the archive materials with recommendations.Social and business complex “Nevskaya Ratusha” Saint Petersburg
Check calculations of the installed metal supporting structures of the translucent dome, building 1, with opinion issue.Oceanarium in Vladivostok
Expert evaluation of uncompleted scope of work, expert evaluation of defective work on site.The Ritz-Carlton hotel, Moscow
A group of buildings of historical development, including Ermolova Theater building was found to be in the area of impact of the geotechnical operations during hotel construction.For the purpose of R&D support of the hotel construction, the foundation reinforcement and “foundation-soil” contact strengthening designs were developed for the theater building.
Sheraton Palace Hotel, Moscow
Evaluation of the technical condition of supporting structures of an eight floor hotel building, with regard to the necessity to arrange additional apertures in supporting walls, to change process equipment loads on the floor above grades, and to avoid the possibility of progressive collapseOffice and hotel complex on Olimpiysky proezd, Moscow
R&D support of design and zero cycle constructionRussian International Olympic University and multifunctional hotel and recreation complex, Sochi
Special geotechnical design work. Development of PSTS for design of high-rise buildings under the conditions of high seismicityCathedral Mosque and the Republican Islamic Center in Magas, the Republic of Ingushetia
Development of detailed design documentation for foundations of the Cathedral Mosque.Sochi Park, Sochi
Issue of the report on compliance of the engineering solutions of the “Adventure Park” project with PSTS requirements for design. R&D support (check of calculations) of the facility: “Stage 4 (Design)”.Television complex “NTV Television Company” OAO, Moscow
Overall R&D support of the main types of construction and installation work, material testing, control of erection and quality of reinforced concrete and metal structures at the television complex facility construction.Bogatyr Theme Complex, Sochi
Development of PSTS for design of “Theme Complex” included in “Theme Park” (Sochi Park).Shopping and entertainment center in Tsentralny district Chelyabinsk
Expert opinion on the condition of supporting structures of the building under construction, with determination of the actual concrete strength of columns, floor beams and slabs using non-destructive methods with sample (core sample) collection.Vegas shopping center, Krasnogorsk
R&D support of the building design and development of the expert evaluation of this design.MEGA Yekaterinburg shopping center
A set of operations on site including inspection of the technical condition of the slab cast over precast joist of the center (including the floor structure), with development of recommendations and technical solutions on recovery of the structural and performance characteristics of the floor above grade for further reliable and safe operation of the facility.Tvoy Dom shopping center, Moscow
R&D support of design and expert evaluation of the design solutions of the building supporting structuresSochi-Plaza three star hotel complex, Sochi
Calculations and development of the complex foundation reinforcement design at the design documentation stage, calculations of supporting structures of the complex superstructure at the design documentation stage. Project-specific technical specifications (PSTS) for design of building top structures; and engineering and geological survey program.The Vyazemsky-Dolgorukovs’ Mansion House, Moscow
Monitoring and R&D support of construction of the facility “Overall Reconstruction, Restoration and Property Adjustment to the Old Masters Art Gallery”. Operations on preservation of the cultural heritage of regional significanceFederal State Unitary Enterprise Hotel Complex “President-Hotel” of the Department of Affairs of the President of the Russian Federation, Moscow
Engineering geological and engineering environmental survey. R&D support of concreting during structure erection on site.Finlyandskiy Station Saint Petersburg
R&D expert support of front end engineering design for justification of investments in the project “Reconstruction of Finlyandskiy Station. Stage 2. Construction of Finlyandskiy Station Transport Hub”.The Temple of Archangel Michael, Krasnogorsk
Geotechnical monitoring of the slope soil body on site with entry group and auxiliary economic and engineering buildings and structures, hydromonitoring of the landslide slope.The Cathedral of Christ the Saviour, Moscow
Inspection and development of technical solutions for recovery of the stylobate part roof.Experimental studies of roof structure elements and connections of the main dome, with issue of the Evaluation of reliability, strength, and durability of design proposals.