Z1DA--Repair Exterior Sidewalks 583-26-505

The Department of Veterans Affairs Veterans Integrated Service Network 10 is soliciting bids for repair and renovation of exterior sidewalks and related infrastructure at the Richard L. Roudebush VA Medical Center in Indianapolis, Indiana under solicitation 36C25026B0029 (requisition 583-26-3-650-0019, project 583-26-505). The scope of work includes removal and replacement of concrete sidewalks, curb ramps, curbs, gutters, expansion joints, and rail systems throughout the medical center campus, with specific requirements for ADA accessibility compliance, detectable warning strips, and VA-compliant design standards. Key contract requirements mandate that contractors designate a full-time Site Safety and Health Officer with professional certification and three years of construction experience, implement a comprehensive safety and health program compliant with OSHA 29 CFR 1926 and Army Corps of Engineers EM 385-1-1 standards, achieve a 50 percent construction waste diversion rate, and coordinate work to minimize disruptions to medical center operations. Contractors must also submit initial project schedules within 7 days of Notice to Proceed, develop baseline schedules within 30 days of schedule approval, and utilize accredited testing laboratories for soil classification, compaction verification, and concrete quality assurance. The proposal due date is March 27, 2026, and this amendment (Amendment 3, effective March 11, 2026) must be acknowledged by offerors prior to submission, with failure to acknowledge resulting in offer rejection.

This solicitation is set aside exclusively for Service-Disabled Veteran-Owned Small Businesses (SDVOSB). The performance location is Indianapolis, Indiana 46202 at the Richard L. Roudebush VA Medical Center located at 1481 W. 10th Street. Amendment 3, posted on March 11, 2026, added five significant modifications to the original scope: expansion joint replacement for the 5th floor garage, gutter replacement specifications, two cable barriers on the Northeast Quadrant with removal of an existing barrier, additional water valves requiring grading on the Southwest Quadrant, and stem wall repair requirements. The contract specifications establish detailed concrete construction requirements including 12-inch concrete walks with fibermesh, 4-inch composite aggregate base, and 2.0 percent maximum slope specifications, along with comprehensive administrative procedures for shop drawing submissions, product data documentation, and monthly schedule updates. No specific award value or quantity metrics are provided in the posted materials; contractors must conduct field verification of all measurements prior to bidding and ensure compliance with all technical specifications outlined in the supporting documents.