Site work for a municipal facility in Grovedale, Alberta. Completed plans call for site work for a municipal facility.

Construction of Landfill Cell 10 at the waste management facility, including earthmoving and land preparation activities. Earthworks services for the Cell 10 construction at the Aquatera Utilities Waste Management Facility Landfill (Landfill), 4506 100 St, Grande Prairie, Alberta. The Landfill is situated approximately 3.42 km east and 0.86 km south of Flyingshot Lake and is accessed via 100 St from the east side of the site. The earthworks services for the Cell 10 construction will generally consist of excavation, hauling, placement and compaction of soils and construction of associated site works, including the perimeter road and surface water ditching system. The Works of this project include the earthworks services for the Cell 10 construction at the Landfill, for Aquatera Utilities Inc. (the Owner). The earthworks services for the Cell 10 construction will generally consist of excavation, hauling, placement and compaction of soils and construction of associated site works, including the perimeter road and surface water ditching system. A pre-construction meeting, to be attended by the Owner, Engineer, and the Contractor procured for the Works. Construction progress meetings, to be scheduled by the Engineer and attended by the Owner, Engineer and Contractor. Mobilization and demobilization of equipment to site, including construction and remediation of haul roads, Prime Contractor role and site safety, all temporary works and facilities necessary to complete the project, environmental controls (i.e. , water control, snow removal, etc.), project clean up, and contract closeout. Contractor will be responsible for the removal and salvage of the existing chain link fence. The contractor will also be responsible for installing and maintaining temporary security fence until such time as the new proposed chain link fence can be installed. Development and implementation of a site-specific health and safety plan Clearing and grubbing of all brush, roots, and stumps from within the grubbing limits and hauling to the appropriate on-site stockpile location as directed by the Engineer. Stripping topsoil , subsoil, and any unsuitable material from within the Cell 10 footprint, the access roads, surface water ditches , stockpile area, and hauling of material to the onsite stockpiling area as shown on the drawings or as directed by the Engineer. Provisional excavation, hauling, and disposal of waste and unsuitable material from south end of Cell 8 and 9 and any other areas to facilitate tie-in works and cell construction. Excavation of Cell 10, including the construction of Cell 10 embankments, intermediate berms, access roads, access ramps, and stockpiling of excess material. Subgrade preparation and surface finishing for an acceptable subgrade across the Cell 10 area for liner placement. Supply and construction of a geosynthetic liner system consisting of the following layers from top to bottom: A light non-woven geotextile (filter layer) A heavy non-woven geotextile protection layer (floor). A double-sided geocomposite (slopes). A 60-mil double sided textured high-density polyethylene (HDPE) geomembrane liner. A geosynthetic clay liner (GCL) layer. Excavation and backfill of the geosynthetic anchor trench as shown on the construction drawings. Exposure, cleaning, and preparation of existing geosynthetic materials and engineered clay materials along the Cell 8 and Cell 9 tie-in. Import and Installation of clay liner for engineered clay liner along Cell 8 and Cell 9 tiein. Supply and Installation of the Cell 10 leachate collection system (including, but not limited to, excavation of trenches, supply and install of drainage aggregate, geotextile, and piping). Supply and Installation of drainage aggregate to a minimum thickness of 0.3 m over the Cell 10 floor as shown on the drawings. Construction of a surface water ditching, berms, and access road as shown on the drawings. Gravelling of the newly constructed Cell 10 access road and ramp Construction of the surface water ditches including supply and placement of all erosion controls. Topsoiling and seeding of permanent ditches, embankment slopes, all disturbed areas, and seeding of stockpiles to aid in erosion control on-site. Supply and install of new chain link fence. Surveying, as required for the completion of all portions of the Work, which must include a detailed as built geodetic survey of the entire work area and all the work. Question Deadline 10/30/2026 at 4:00 PM