24-2025-11-10 ROB 100% CD Drawings.pdf

This file comprises 100% construction documents for a new office building project in Roswell, New Mexico, prepared for the State of New Mexico Department of Health (DOH) Public Health Division. The project consists of approximately 9,800 square feet of single-story, Type IIB fully sprinkled office space designed to serve as the PHD regional offices for Chaves County. The construction documents include comprehensive civil, structural, architectural, and MEP (mechanical, electrical, plumbing) drawings with detailed specifications, site plans, foundation plans, roof framing plans, electrical and lighting layouts, and utility coordination plans. The project site is located at 31 Gail Harris Street, Roswell, New Mexico 88203, with construction documents dated November 4, 2025. The procurement will be conducted under the Competitive Sealed Proposals for Construction rule per New Mexico Administrative Code (NMAC) 1.4.8, resulting in a single-source award. The contract term may extend to eight years from the date of the last signature if necessary, with the potential for additive alternates to be incorporated based on future funding availability and enumeration in the final agreement.

The construction documents detail estimated quantities including site removals and demolition, earthwork and grading, various pavement and concrete work totaling approximately 4,300 square yards, concrete curb and gutter for 1,930 linear feet, sidewalk and flatwork of 730 square yards, and complete utility service installations including domestic water, fire protection lines, sanitary sewer connections, and electrical service. General contractor responsibilities include traffic control, utility coordination, NPDES permitting, and SWPPP implementation, with all construction specifications governed by the City of Roswell Public Works Specifications and NMDOT standards where applicable. The project requires compliance with 2021 International Building Code provisions, seismic design criteria appropriate for Risk Category II structures in Seismic Design Category A, wind load requirements for 105 mph basic design wind velocity, and snow load provisions with a ground snow load of 14 PSF. No specific contract values, funding sources, or award dates are identified in the construction documents provided.