Vancouver International Airport (YVR) Core Project is one of the largest expansion Projects currently underway at YVR. This Project includes a new Central Utility Building, a new Ground Transportation Facility, relocation and installation of new utilities, installation of electrical duct-bank and district energy piping (connecting the Central Utility Building to the Terminal). HALL's scope includes excavation of both buildings, construction of two pump stations, all utility relocates, installation of all new utilities including electrical duck-banks, district energy pipes, backfill around the buildings, tunnelling across the main road, demolition of existing pump station and associated works. A part of work is within the terminal.
The Oakridge Offsite Civil Utilities project is a comprehensive utility upgrade package that will prepare Vancouver's infrastructure to handle the demands of the 7x high rise towers beings built on the Oakridge Mall property.
The package includes:
G3 Terminal is a new export grain terminal currently under construction in North Vancouver. HALL is responsible for delivering all excavation and civil works (approx. $25M contract) which started in March 2017 with expected completion by October 2019. HALL is responsible for delivering all civil aspects including:
Overall HALL's contribution has helped G3 deliver this grain terminal and will help ensure global competitiveness in moving agricultural commodities from Canada into the World Markets. Primary materials handles at the new facility will include wheat, soybeans, canola, peas and corn.
This 45,000 m3 excavation and shoring project was completed for Marcon Construction in late 2018 and early 2019 to assist in the construction of this modern twin tower development in Vancouver’s West End. The schedule was a major factor on this project and Hall Constructors was able to deliver the excavation on time and on budget.
This 65,000 m3 excavation and shoring project was completed for Centreville Construction in late 2016 and early 2017 to assist in the construction of 3 high rise apartments near the Canada Line. It consisted of 42 steel piles, 20,000 lineal feet of soil anchors, and 38,000 square feet of shotcrete shoring. The biggest challenge on this job was dealing with the large amount of rain and snow encountered throughout the fall and winter.
Hall Constructors was contracted by Cressey Developments to complete this 31,000 m3 excavation and shoring project associated with a new residential development on the south side of Marine Drive in West Vancouver. The bottom portion of the excavation proved difficult due to very dense sandstone and siltstone which required extensive hoe-ramming in order to break up and remove the soils from site.
This 65,000 m3 excavation and shoring project was completed for ENM Construction in late 2016 and early 2017 to assist in the construction of a midrise apartment in Northwest Langley. The site was large enough that no shotcrete shoring was required and all sides of the excavation were sloped. The biggest challenge on this job was dealing with the large amount of rain and snow encountered throughout the fall and winter.
This 19,000 m3 excavation and shoring project was completed for Marcon Construction in late 2016 and early 2017 to assist in the construction of a townhouse development along Lougheed Highway. It consisted of 6,000 lineal feet of soil anchors, and 9,300 square feet of shotcrete shoring. The biggest challenge on this job was dealing with the large amount of groundwater which infiltrated the site from the north side.
Work involves the installation of a layered cap onto a prepared, filled landfill or landfill area. The layers which make up the layered cap consist respectively of gravel, sand, geomembrane, geotextile and topsoil, with vegetation planted in the topsoil layer. In addition, gas works, including vertical extraction wells, piping/connections and appurtenances integrated with the layered closure system, are also installed.
The construction/installation of gas works within the Phase 3 SE and Phase 3NE areas are included in the Work. The City’s Consultant has prepared the Specifications and Drawings for the Work which includes, but is not limited to, the following work outlined further within Schedule 2 – Specifications and Drawings: