Site work and new construction of a retail development in Fennimore, Wisconsin. Completed plans call for the construction of a retail development; and for site work for a retail development.

**As of June 19, 2025, project was awarded to Jims Building Center but awarded amount is not available. The work includes construction of a new cold storage building on an existing site at the Streets Department. Footprint to match existing structure, clear height to bottom trusses of 16'-0" with a 4:12 roof pitch. The Bid Documents, consisting of Request for Proposals and Technical Specifications are available to qualified Contractors from the office of the Director of Public Works with contact information as listed below. Manufacturers or Suppliers submitting a proposal for this equipment must complete a qualification statement with the proposal. Qualification statements should explain how long the company has been completing similar work and list all prior projects and references. Information provided in the qualification statement will be used in the evaluation of the proposals. roposed Building Construction Scope Footprint to match existing size and location (L. x W. outside clear dimensions) Inside clear height to bottom trusses 16'-0" Inside ceiling to be clad with ribbed metal liner panel at maximum span between intermediate framing 4'-0" o.c. (2) 14'-0" x 14'-0" sectional insulated overhead doors to be included in quote (Clopay or pre-qualified manufacturer) (8) sliding type vinyl windows 2'H x 3'W are to be included in quote (2) insulated aluminum walk doors, thresholds, hinges & hardware sets to be included, door size 6'-8"H x 3'-0"W with 3 1/2 " jamb, low-E insulated 'half-lite' Roof pitch 4:12 Continuous ridge ventilation Ceiling perimeter nailer Vented soffits Side wall overhang: 18" ** End wall overhang: 18" Color selections by Owner New 8" concrete slab-on-grade to be reinforced with #4 deformed bars at 16" o.c. each way, cont or lap-spliced in long directions, and doweled to existing at saw-cut with #4 x 24" drill & epoxy dowels centered in slabs at 24" o.c. all around Backfill and subgrade preparation at disturbed soil/gravel areas shall be restored in compacted lifts not to exceed 8" thick Minimum 3/4 " road base type gravel gradation to be compacted immediately below proposed slab-on-grade areas 30 psf design ground snow load design Electrical allowance to be provided for installation of 200A panel, fixtures, and all associated wiring: $15,000 allowance. Electric fixtures to be selected by City 10-year minimum warranty RIGHTS RESERVED The City of Fennimore reserves the right to reject any and all proposals and to waive informalities in any proposal in the best interests of the project.