IFB No. B127085-EY, Fire Station # 3 Structural Repair

York County, Virginia is requesting bids on structural repairs to Fire Station #3 in Williamsburg under IFB No. B127085-EY, with bids due October 14, 2026.

The scope encompasses concrete slab deterioration and overhead door jamb damage at 1114 Hubbard Lane. Work includes demolition and replacement of an existing concrete slab (108 feet 4 inches in area), repair of steel overhead door jambs, replacement of concrete masonry units as required, and installation of reinforcing steel with epoxy embedment and extended bar placement into the slab. The apparatus bay slab is designed for a 52-kip axle load rating and must comply with the 2021 Virginia Construction Code with an ultimate design wind speed of 129 miles per hour for Risk Category IV structures.

Material and structural specifications require adherence to American Institute of Steel Construction, American Concrete Institute (ACI 301-R85, ACI 318-11, ACI 308), American Welding Society, and ASTM standards. Concrete must achieve a minimum 28-day compressive strength of 4,000 PSI with 6 percent air entrainment for weather exposure. Reinforcing steel must conform to ASTM A615 Grade 60. Structural steel must be galvanized or coated for weather exposure; the specified coating system is Tnemec Hi-Build Epoxoline II Series N69 or approved equal, applied over a zinc-rich compatible primer following SSPC-SP3 or greater surface preparation standards. Concrete cover requirements range from 3 inches for foundations to 1.5 inches for slabs. Special inspections must comply with Virginia Uniform Statewide Building Code Section 1704 and IBC 2021, with structural steel shop-fabrication certified by approved fabricators.

The solicitation document specifies prevailing wage requirements, insurance and bonding requirements, detailed cost breakdowns, and payment schedules. No contract value, incumbent, evaluation criteria weighting, or pre-bid meeting date is identified in the source materials.