Construction management GT Morstroy builds in places requested by customers instead of simply convenient places.

Owned equipment

Self-propelled floating platforms

Diesel hammer Delmag D 62-22

Wirth Drilling Rig

Muller vibrators


We have been building hydraulic engineering structures since 1997

2020
2019
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1996

Construction of facility: «Artificial land plots for construction of sea terminal of the 5th and 6th stages of general cargo complex in Ust-Luga sea port»

    Description

    Construction of «Liquefied natural gas transshipment quay of Terminal for LNG production and transshipment in Vysotsk port, Leningrad oblast. Stage III»

      Description

      Arrangement of quay pile foundation at facility «LNG terminal in Vysotsk port in Leningrad oblast, STAGE I. Quay for reception of oversized cargoes and construction materials»

        Description

        Construction of pile foundation of port protecting structure offshore in Souther region of Commercial sea port (CSP) in Ust-Luga. Section No. 2

          Description

          Reconstruction of quay No. 2 at facility «Transshipment terminal of PJSC MMC Norilsk Nickel» in Murmansk

            Description

            Construction of pile foundation of port protecting structure offshore in Souther region of Commercial sea port (CSP) in Ust-Luga. Section No. 2

              Description

              Construction of pile foundation of port protecting structure offshore in Souther region of Commercial sea port (CSP) in Ust-Luga. Section No. 2

                Description

                Construction of pile foundation of port protecting structure offshore in Souther region of Commercial sea port (CSP) in Ust-Luga. Section No. 2

                  Description

                  Reconstruction of quay No. 2 (conjunction angle between quays No. 1 and No. 2) at facility «Transshipment terminal of OJSC MMC Norilsk Nickel» in Murmansk

                    Description

                    Construction at facility in Saint-Petersburg: «Motorway ‘Western High-Speed Diameter’. Fourth and fifth construction stages (sea section)»

                      Description

                      «Liquified petroleum gas (LPG) transshipment complex in CSP Ust-Luga»

                      • 1200 t

                        Weight of sheet pile

                      • 2423 t

                        Weight of Shipped Pile Sheaths

                      • 6050 m³

                        Volume of concrete laid

                      Description

                      The complex consists of two overpass type sea berths connected to the tank farm by pipelines that are laid along the technological overpasses. The marine part of the overpasses passes along the bulked access dam with a coastal abutment fenced with metal sheet piling, and then to the water area - along the technological supports and platforms of the overpass type in the form of a high pile grillage.

                      Construction of facility: «Bank protection facility for Complex for transshipment and fractionation of stable gas condensate and its derivative products with capacity of 6.0 million t/year in Commercial sea port Ust-Luga». Pile foundation. Section of 544

                        Description

                        Construction of facility: «Bank protection facility for Complex for transshipment and fractionation of stable gas condensate and its derivative products with capacity of 6.0 million t/year in Commercial sea port Ust-Luga». Pile foundation. Section of 470

                          Description

                          Construction of facility «Quay in Dal’naya bay» within construction site «North-European gas pipeline. Section Gryazovets — Vyborg»

                          • 1420 mm

                            Diameter of submerged steel pipes

                          • 125000 m³

                            Volume of sand delivered

                          • 505 m

                            The length of the pile walls of the berths

                          Description

                          A complex of berthing facilities was built, consisting of: berth No. 1 for receiving and processing non-self-propelled single-deck barges; berth No. 2 for the reception and processing of vessels of the "river-sea" class (type "Volgo-Don"), as well as for temporary storage of goods; end section of berth No. 2 for temporary parking of auxiliary vessels; connecting dam with a driveway (pairing the pier with the shore).

                          Passenger sea terminal on Vasilyevsky island in Saint-Petersburg

                          • 944 m

                            The total length of the walls of the berths

                          • 820 mm

                            Diameter of metal piles-shells

                          • 1020 mm

                            Diameter of metal piles-shells

                          Description

                          We performed construction and installation work on the construction of the front and anchor walls of berths No. 2, 3, 4, 5, installation of distribution belts and installation of anchor rods, immersion of metal piles-shells, as well as concreting of the upper structure (unloading platform). The terminal is designed to receive cruise and linear passenger ships up to 300 m long.

                          Complex of anti-flood protection facilities in Saint-Petersburg. Navigation pass С-1. Dam Д-3. Sheet pile enclosure of local pit

                          • 270 m

                            The total length of the front sheet pile wall

                          Description

                          During the work, a sheet piling wall was erected to enclose the local foundation pit in the area of ​​the southern exit of the section of the T5-U automobile tunnel from under the shipbuilding structure. The design of the tongue-and-groove fence of the local excavation is a casing with a front wall of a metal sheet pile combination HZ775D-24 / AZ18-700 made of steel S355GP.

                          Passenger sea terminal on Vasilyevsky island in Saint-Petersburg. Navigation equipment facilities. Leading marks in approach channel

                          • 412 m³

                            Volume of concrete laid

                          • 10

                            The number of inclined metal piles-shells

                          • 1220 mm

                            Diameter of pile piles

                          Description

                          The design of the hydraulic foundations of the gauge marks is made in the form of a high pile grillage with a monolithic reinforced concrete upper structure on shell piles 33.2 and 36.3 m long. The centers of the front and rear gauge marks are located strictly along the alignment line, which is a continuation of the axis of the approach channel to the Marine Passenger terminal on Vasilyevsky Island.

                          Football stadium in western part of Krestovsky island in Saint-Petersburg. Quay for builders and offshore dredging

                          • 160 m

                            Berth length

                          • 1020 mm

                            Diameter of Submerged Steel Pile Sheaths

                          • 166000 m³

                            Dredging Scope

                          Description

                          The berth is made in the form of a bollar made of steel pile-shells and half-pipes connected by locking devices. The advantages of this design are low metal consumption, high strength characteristics, manufacturability and high speed of work.

                          Approach section of Kronshtadt ship channel. Rear leading mark ЗСЗ-2

                          • 1220 mm

                            Diameter of metal piles-shells

                          • 24 mm

                            Wall thickness of pile piles

                          • 24,5 m

                            Piling-shell immersion depth

                          Description

                          The construction of the hydraulic base of the gauge mark is a high pile grillage with a monolithic reinforced concrete upper structure on metal piles-shells. The upper structure is equipped with mooring devices and fenders for parking small vessels. On the basis of the installed supporting structure of the sign with daylight visibility shields.

                          Reconstruction of quays No. 1–4 in Vysotsk port

                          • 1420 mm

                            Diameter of submerged pipes

                          Description

                          The mooring wall is made of pipes filled with tongue packs AZ28 manufactured by Agcelog and anchored using soil anchors. Rock pipes were drilled inside the pipe piles using the Wirth PBA-818 drilling rig and a monolithic reinforced concrete anchor was installed using a vertically moving pipe method.

                          Pile bases of automobile lifting and transitional ramps at berths No. 2, 3, pedestrian gallery piers of berth No. 3 at the Marine Passenger Terminal on Vasilyevsky Island

                          • Stage 1

                            We completed the construction of a pile foundation for automobile single-tier lifting and transitional ramps

                          • Stage 2

                            Completed construction and installation works on the construction of a pile foundation under the pedestrian gallery of pier No. 3

                          Description

                          According to the project, berths No. 2, 3 of the Marine Passenger Terminal on Vasilyevsky Island provide for the construction of automobile single-tier lifting and transitional ramps with a headland.

                          Railway ferry line Ust-Luga — Baltiysk — ports in Germany. Combined motor-railway ferry complex in commercial sea port Ust-Luga

                          • 36 m

                            Ferry Pier Section Length

                          • 1420 mm

                            Diameter of Steel Piles

                          • 60 m

                            Steel Piles Length

                          Description

                          Built four of the seven sections of the ferry pier, the most remote from the coast. Each section is an overpass on the basis of steel piles, monolithic reinforced concrete upper structure. The complex is designed to receive railway ferry vessels of the Mukran-103 and Rider type, automobile ferries and Ro-Ro type vessels.

                          Passenger sea terminal on Vasilyevsky island in Saint-Petersburg. Navigation equipment facilities. Leading marks on hydrotechnical foundation

                          • 420 m³

                            The total volume of concrete laid

                          • 12

                            The number of inclined piles-shells

                          • 1220 mm

                            Diameter of pile piles

                          Description

                          The structures are a monolithic reinforced concrete grillage on a hydraulic base made of inclined piles-shells 38.5 and 28.0 m long. The door signs are equipped with light-optical equipment mounted on load-bearing structures.

                          Full repair of ship repair berth of the Taganrog ship repair plant

                          • 448 m

                            The total length of the constructed section of the embankment

                          • 720 mm

                            Steel pipe diameter

                          Description

                          A phased overhaul of the western end of the ship repair embankment of the plant located in the Repair basin of the Taganrog Commercial Sea Port was completed.

                          Oil product distributing transshipment complex Lukoil-II. Dredging operations

                          • Stage 1

                            Dredged at the approach channel, shunting and operational water areas of the port under construction, providing a design depth of 14.5 m

                          • Stage 2

                            We expanded and deepened shipping routes to the terminal on a site longer than 30 km

                          • Stage 3

                            Increased depth in water areas and approach channel to minus 15.4 m

                          Description

                          The aim of the work was to increase the navigational depth of the navigable canal to the port of Vysotsk, as well as the creation of an approach channel, shunting and operational water areas of the terminal RPK Vysotsk “LUKOIL-II”.

                          Advanced oil refining plant within KINEF, LLC. Transfer point for large and heavy equipment over Chernaya river

                          • 100 m

                            Mooring wall length

                          • 60 m

                            Bank protection length

                          • 15 ts/m²

                            Berth load

                          Description

                          The berth is designed for transshipment of bulky and heavy equipment from barges of project 81100 and 16801 to motor vehicles and its delivery to temporary storage site.

                          Long-term reaction waste storage station (quay for floating dock ПД-42)

                          • 1420 mm

                            Diameter of pile piles

                          Description

                          The structure of the construction project included a berth for the floating dock PD-42 and a base for a fire fighting pump station.

                          Oil product distributing transshipment complex Lukoil-II. Approach trestle

                          • 1420 mm

                            Diameter of pile piles

                          • 1300 mm

                            Anchor Drilling Diameter

                          • to 6,5 m

                            Anchor Drilling Depth

                          Description

                          Work was completed on the construction of the pile foundation of the supports of the overpass, as well as the concreting of the installed pile-shells and the grillage of the berth supports. The complex is designed for dispensing oil products to DW tankers from 20 to 80 thousand tons, receiving oil products from river-sea vessels DW up to 6 thousand tons

                          Grain terminal berthing facilities

                          • 145 m

                            Berth length

                          • 5,5 m

                            Depth at the cordon

                          • 75 mm

                            Diameter of metal anchors

                          Description

                          The design of the berth is an anchored log cabin with a front wall made of steel sheet AU-20. The front wall is anchored with metal anchors made of StZsp steel for reinforced concrete anchor plates. On the berth, the device is provided with machine ways of the loading machine on a sleeper-ballast base. The berth is equipped with mooring pipes for a force of 25 ton-force and fenders from car tires.

                          Full repair of quay No. 2 of Directoriya-NMP, LLC in Yeysk sea port

                          • 110 m

                            Berth length

                          • 6,45 m

                            Depth at the cordon

                          • 720 mm

                            Diameter of metal pipes

                          Description

                          The design of the berth is made in the form of a bollock with the front wall of the tongue AU 20, anchored for the existing stockade of metal pipes. On the . the berth provides for the installation of crane tracks on a pile foundation of pipes and two threads of railway tracks on a sleeper-ballast foundation.
                          Coverage is made of prefabricated reinforced concrete slabs.

                          Full repair of berth in Yeysk sea port

                          • 128 m

                            Promenade Length

                          • 10 m

                            Embankment Width

                          • 4,5 m

                            Depth at the cordon

                          Description

                          Overhaul of the quay embankment of the Marine Station, designed to receive passenger ships, was completed. The design of the embankment is an anchored sickle made of metal sheet pile. In the quality of anchoring elements, rear pile rows of metal pipes are used.

                          Mooring berthing float for oil product transshipment

                          • 4

                            Number of mooring systems

                          Description

                          Raid floating berth is designed to provide tanker parking in a fixed position, which provides for the approach and mooring of another tanker of smaller sizes for carrying out transshipment operations.

                          Reconstruction of berthing dolphin of the upper passage in navigation lock on river Don

                          • 242 m

                            Length of berth

                          • 6,5 m

                            The average width of the berth

                          • 5,5 m

                            Depth at the cordon

                          Description

                          The design of the pallet is a double-row mutually anchored wall made of metal sheet piling. The coating is made of monolithic reinforced concrete. The pala is equipped with mooring bollards for a force of 20 ton-force and a metal guard rail. Reconstruction of the pallets ensured the passage of vessels with a displacement of up to 5 thousand tons and increased the safety of navigation through the gateway.

                          Full repair of landside slopes in Yeysk sea port

                          • 74 m

                            The length of the mooring front (stage 1)

                          • 189 m

                            The length of the mooring front (2 stage)

                          Description

                          Overhaul of the West and East coastal slopes (74 and 189 m.p.) was carried out.
                          The design is an anchored block of metal sheet piles and reinforced concrete anchor plates.

                          Retrofitting of bunker quay No. 112 in Sea port of Saint-Petersburg

                          • Stage 1

                            Equipment of the berth with two stander installations, two fenders and mooring bollards, two bow and one stern mooring devices, as well as energy-intensive fenders on the entire berth front.

                          • Stage 2

                            Installation of a temporary bollard and mooring bunker, two coastal mooring devices and equipment of the berth for unfastening the floating ship.

                          • Stage 3

                            Construction of additional jack and mooring bollards, coastal mooring device, as well as strengthening the refractive devices of the berth for receiving tankers.

                          Description

                          Implementation of work on the additional equipment of the berths made it possible to maximize the use of the designs and equipment of the existing berth and significantly increase the deadweight of the ships received, and also ensure the continuous operation of the complex during the construction of a new berth at a low cost of additional equipment.

                          Quayside for Saint-Petersburg stage of International sailing race of training sailboats «Cutty Sark-96»

                          • 2080 m

                            The total length of the mooring line

                          • to 11 m

                            Depth at the cordon

                          • 133

                            Number of berths

                          Description

                          The berth is intended for the parking of sailing ships and consists of nine separate berths.
                          The berths are made of specialized reinforced concrete and metal pontoons, as well as links of pontoon-bridge parks.
                          The berth front is equipped with special fenders, as well as pedestrian gangways and bridges.