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This Solicitation opportunity from Arts, Culture and Status of Women was posted on May 4, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Arts, Culture and Status of Women - Request for Proposal - Reynolds Museum - Concrete Floor in Storage Building

Awarded
AB-2026-03516International

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The contract entails the engineering and construction of a 60 by 180 foot concrete floor slab within an existing storage building, along with an 18 by 20 foot concrete driveway approach pad outside the front overhead door. Subgrade preparation requires full removal of organic material and installation of a minimum six-inch compacted crushed stone aggregate subbase, with the contractor responsible for all grading and placement. A six-mil polyethylene vapor barrier must be installed over the subbase, with all seams and penetrations overlapped by at least eight inches and sealed with Tuck Tape or an equivalent product. The concrete slab must be a minimum of six inches thick, using a 32 mPa mix with C-2 exposure class, five to eight percent air entrainment, and fiber reinforcement to mitigate shrinkage cracking. The mix must contain three-quarter-inch aggregate, reinforced with #4 rebar spaced 16 to 18 inches on center, with at least two inches of concrete cover over the rebar. The finished surface requires power troweling on the main floor and a light broom finish at man door entrances, with control cuts deepened to 1.5 to 2 inches. The contractor must supply all necessary portable generators and temporary lighting due to the absence of on-site utilities and must secure any required permits. Concrete must be sourced from a Concrete Alberta Certified Production Facility, and a formal engineering report for the slab design is mandatory. The contractor must have been in business for at least five years and remain in good standing with the Province of Alberta. This solicitation, issued by Arts, Culture and Status of Women for the Reynolds Museum in Wetaskiwin, Alberta, with solicitation number AB-2026-03516, requires proposals to be submitted by May 25, 2026, and is managed by Brian Manning, Curator of Ag & Industry Collections.

General Info

Construct 60x180 ft concrete slab and 18x20 ft driveway with certified materials, proper subbase, rebar, and finishes for Reynolds Museum.

Agency

Arts, Culture and Status of WomenView Agency

Contract Value

$140,448

NAICS

238110 - Poured Concrete Foundation and Structure ContractorsView NAICS

Place of Performance

Wetaskiwin, AB, CAN

Set-Aside

NONE

Awardee

Sande Brothers ConcreteView Profile

Award Issued Date

Documents

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No documents available

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Timeline

PhaseAwarded
Posted

Solicitation

Awarded

Contract was awarded

Submission Closed

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Organization & Contact Information

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AgencyArts, Culture and Status of Women
Contacts1 person available
OfficeN/A
Organization / Agency
Arts, Culture and Status of Women
View Agency Profile
Office AddressN/A
Contacts
Brian ManningCurator, Ag & Industry Collections

Full Description

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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 ¾” (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 ¾” (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.
Contractor must have been in business for a minimum of five years and be in good standing with the Province of Alberta.