Site work for a museum in Wetaskiwin, Alberta. Completed plans call for site work for a museum.

Engineering and construction of a 60 x 180 ft (18.28 x 54.86M) concrete floor slab for an existing storage building with a concrete driveway approach pad outside of the existing front building overhead door 18 x 20 ft (5.48 x 6.1m). _ Subgrade preparation requires all organic material to be removed from slab area. _ Minimum of 6" (15.25 cm) of compacted _" (20mm) minus crushed stone aggregate subbase. _ Contractor will be responsible for all sub-base grading and aggregate placement. _ Layer of minimum 6 mil poly barrier over prepared compacted gravel base. _ All poly seams and penetrations overlapped a minimum of 8" (20cm) with the joints sealed with Tuck Tape or comparable product. _ A minimum of 6" (15.25 cm) concrete slab thickness. _ Minimum 32 mPa concrete mix. _ C-2 exposure class concrete, 5-8% air entrapment. _ Fiber reinforcement added to concrete to control shrinkage. _ Concrete mix of _" (20mm) aggregate size. _ #4 rebar spaced at 16"-18" (40-45cm) on center spacing. _ A minimum of 2" (5cm) of concrete coverage over top of rebar. _ Power trowel finish on the main floor area with a light broom finish at man door entrances. _ Control cuts in floor slab must be 1.5" - 2" (3.8-5 cm) deep. _ As there is no electrical power close to the work site, the contractor will need to supply their own portable generator if required. _ There are no lights inside of the structure, the contractor will need to supply their own lights if required. _ Contractor is responsible for obtaining all necessary permits (if required). _ Contractor's preferred concrete supplier must be a Certified Production Facility through Concrete Alberta. _ Engineering report for the floor must be provided. Question Deadline 05/18/2026 at 2:00 PM MT If you have questions, please contact the Contact Person below only by email. Contact Person Brian Manning Curator, Ag & Industry Collections Method of Contact brian.manning@gov.ab.ca