Renovation of a municipal facility in Price, Utah. Completed plans call for the renovation of a municipal facility.

DFCM Construction-UDOT Price Peerless Port of Entry Repairs-Prequalified General Contractors. Only firms pre-qualified during Stage I of the RFSQ are allowed to bid on this project. Construction Cost Estimate: $3,000,000 The Division of Facilities Construction and Management reserves the right to reject any or all bids or to waive any formality or technicality in any bid in the interest of the State. The project site is located approximately 2.5 miles northwest of the city of Price in Carbon County, Utah. The site is situated within an erosional valley carved in the Mancos Shale with the valley floor being covered by a thin mantle of residual and alluvial soils. Unconsolidated quaternary deposits encountered at the site are believed to be the result of alluvial outwash deposition from the surrounding cliffs. The geology of the site and surrounding area as mapped by the Utah Geological Survey (original scale 1:100,000) is presented on Figure 3. In our experience, residual and alluvial soils derived from Mancos Shale in the Price area have been found to exhibit moisture sensitive characteristics, particularly collapsible soil behavior where relatively loose silt deposits are encountered. At the request of DFCM, LANGAN visited the site on 1 September and 10 October, 2023, to review and discuss the existing site conditions with DFCM staff, invited consultants, and the general contractor for the project. LANGAN observed the areas of pavement and building distress, including cracks and depressions in pavements, building foundations and slabs-on-grade that appeared to be present around a storm water drain line leading from the operations/scale building on the eastern portion of the site, and through the inspection building and emptying into a concrete vault with no outlet. The general contractor and operations staff indicated that the storm water collection drain was added between the operations and inspection buildings during construction and was connected to an existing concrete vault (sand/oil separator) to the west of the pavement area. The general contractor and POE staff mentioned that the 5-foot-deep inspection trench beneath the inspection building has filled up with water on several occasions, believed to be due to back up from the vault. LANGAN took general site photos of the existing drainage infrastructure for comparison with the provided project documents. Furnish all labor, materials, tools and equipment to perform: A. Installation of ICFs for R-45 walls (or better), B. Installation of reinforcing steel within ICFs, C. Installation of rough openings, embedded anchors, conduit and similar in ICFs, D. Installation, adjustment, and removal of temporary false work, bracing, scaffolding, placement of concrete into ICFs, and final cleanup & related tasks.