Z1DA--542-24-108 | Install New CLC Accessible Route Phase 1 | NCO 4 Construction East

Closed Solicitation Posted

Solicitation number
36C24425B0022
Agency
Responses due
Set-aside
No set-aside

Opportunity facts

Notice details come from SAM.gov. Updated .

About this opportunity

The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4 is procuring construction services to install a new accessible route at the Coatesville VA Medical Center. The project involves constructing approximately 200 feet of reinforced concrete sidewalk, six feet wide by six inches thick, running from Building 138 CLC along the east side of New York Avenue up to Blackhorse Hill Road, terminating in an 8 ft. wide by 10 ft. deep landing. The work must comply with current Architectural Barriers Act Accessibility Standards (ABAAS) and VA Barrier Free Design Guide specifications, including specific requirements for maximum 1:20 pitch (5% grade), 6 ft. x 6 ft. clear flat landings, installation of four ADA crosswalk mats, and proper drainage provisions. The solicitation was posted on August 8, 2025, with a site visit scheduled for August 25, 2025, and proposals due September 16, 2025, with bids accepted exclusively via email. The contractor must provide all supervision, labor, supplies, transportation, and equipment necessary to complete the work within the specified performance parameters.

This contract opportunity was designated as a 100% set-aside for Service-Disabled Veteran-Owned Small Business (SDVOSB) concerns, with a small business size standard of $45 million under NAICS code 236220. The contract was awarded to Home Maintenance Group LLC for $67,826.00 on September 29, 2025. The project has a 60-day performance period, with work permitted during business days from 6:30 AM to 4:00 PM. Key specifications include the installation of reinforced concrete with greater than 3000 psi strength, greater than 6 inches of mechanically tamped gravel base, soil retention curbs where necessary, and proper site restoration including topsoil placement and grass seeding. The work will be performed at the Coatesville VA Medical Center, with the construction perimeter required to be fenced and the contractor responsible for maintaining a clean work site throughout the project duration.

Notice text

2 versions

Update #2 · Latest ·

This project is for the installation of a sidewalk from Building 138 CLC along the east side of New York Avenue up to Blackhorse Hill Road, terminating in an 8 ft. wide by 10 ft. deep landing at Blackhorse Hill Road. The work must adhere to the current Architectural Barriers Act Accessibility Standards (ABAAS) and VA Barrier Free Design Guide, as well as VA Specifications. The contractor must provide all supervision, labor, supplies, transportation, and equipment necessary to complete the work. The contractor may work during business days 6:30a 4:00p. The period of performance for this work will be 60 days. This project is to include the installation of approximately 200 feet of reinforced >3000 psi concrete sidewalk six feet wide by 6 inches thick with >6 inches of mechanically tamped gravel base. The sidewalk shall not exceed a 1:20 pitch (5% grade) and shall have 6 ft. x 6 ft. clear flat landings at the proper ABAAS measured distances. Where a guardrail is indicated, extend the sidewalk 12 inches beyond the inside face of the handrail in compliance with ABAAS. Provide a maximum 2% cross slope where required to facilitate rainwater runoff. The sidewalk must not channel rainwater along its surface at any location. The sidewalk shall have soil retention curbs (hardscape) where necessary to prevent wash out. Provide four (4) American with Disabilities Act (ADA) crosswalk matts as required at roads and service drives. Pin with rebar when new sidewalks meet existing sidewalk. Install expansion and construction joints where required. The existing grade will require a cutting and filling as required to achieve an even pitch of the sidewalk route and of adjacent grass-area grades to gradually taper to existing from the edges of the new sidewalk to facilitate lawn maintenance. Grass-area grades are to match the grade of the sidewalk edges as closely as practical. Excavate, level, and finish-rake the surrounding grade. The construction perimeter is to be fenced in with 6-foot-high fence and locking gate. A 12 x40 space will be offered to the contractor for a construction trailer or dumpster at our laydown yard. Dumpsters must be secured to prevent entry. The contractor is to provide their own properly maintained Portable Potty. Contractor is to maintain a clean, orderly, and safe project perimeter to include dirt washouts, grass cutting, and orderly materials and equipment. The contractor shall provide underground utility investigation in consultation with all available VA documentation. The contractor will additionally utilize PA Call before you dig to assess any PECO and PA American Water lines along Blackhorse Hill Road. Contractors are to provide EPA approved concrete washout containers. All demolished concrete will be recycled, and receipts provided to the COR. The contractor shall wash off all vehicles to prevent the spread of mud. The contractor is responsible to identify all utilities underground with ground penetrating radar, keep a paper copy on the jobsite, and provide the digital mapping to the COR for the CVAMC database. The contractor shall repair all damages incurred in the vicinity of the construction site and have all grading to be hand raked, adding four inches of topsoil on the south side of Blackhorse Hill Road, grass-seeded and covered with straw-infused mesh and watered until project completion.

Update #1 ·

This project is for the installation of a sidewalk from Building 138 CLC along the east side of New York Avenue up to Blackhorse Hill Road, terminating in an 8 ft. wide by 10 ft. deep landing at Blackhorse Hill Road. The work must adhere to the current Architectural Barriers Act Accessibility Standards (ABAAS) and VA Barrier Free Design Guide, as well as VA Specifications. The contractor must provide all supervision, labor, supplies, transportation, and equipment necessary to complete the work. The contractor may work during business days 6:30a 4:00p. The period of performance for this work will be 60 days.

This project is to include the installation of approximately 200 feet of reinforced >3000 psi concrete sidewalk six feet wide by 6 inches thick with >6 inches of mechanically tamped gravel base. The sidewalk shall not exceed a 1:20 pitch (5% grade) and shall have 6 ft. x 6 ft. clear flat landings at the proper ABAAS measured distances. Where a guardrail is indicated, extend the sidewalk 12 inches beyond the inside face of the handrail in compliance with ABAAS. Provide a maximum 2% cross slope where required to facilitate rainwater runoff. The sidewalk must not channel rainwater along its surface at any location. The sidewalk shall have soil retention curbs (hardscape) where necessary to prevent wash out. Provide four (4) American with Disabilities Act (ADA) crosswalk matts as required at roads and service drives.

Pin with rebar when new sidewalks meet existing sidewalk. Install expansion and construction joints where required.

The existing grade will require a cutting and filling as required to achieve an even pitch of the sidewalk route and of adjacent grass-area grades to gradually taper to existing from the edges of the new sidewalk to facilitate lawn maintenance. Grass-area grades are to match the grade of the sidewalk edges as closely as practical. Excavate, level, and finish-rake the surrounding grade.

The construction perimeter is to be fenced in with 6-foot-high fence and locking gate. A 12 x40 space will be offered to the contractor for a construction trailer or dumpster at our laydown yard. Dumpsters must be secured to prevent entry. The contractor is to provide their own properly maintained Portable Potty. Contractor is to maintain a clean, orderly, and safe project perimeter to include dirt washouts, grass cutting, and orderly materials and equipment.

The contractor shall provide underground utility investigation in consultation with all available VA documentation. The contractor will additionally utilize PA Call before you dig to assess any PECO and PA American Water lines along Blackhorse Hill Road.

Contractors are to provide EPA approved concrete washout containers. All demolished concrete will be recycled, and receipts provided to the COR. The contractor shall wash off all vehicles to prevent the spread of mud. The contractor is responsible to identify all utilities underground with ground penetrating radar, keep a paper copy on the jobsite, and provide the digital mapping to the COR for the CVAMC database. The contractor shall repair all damages incurred in the vicinity of the construction site and have all grading to be hand raked, adding four inches of topsoil on the south side of Blackhorse Hill Road, grass-seeded and covered with straw-infused mesh and watered until project completion.

Files

File Type Posted
36C24425B0022.docx DOCX document
36C24425B0022_002.docx DOCX document
Drawing CS-1.03 Civil Utility Plan.pdf PDF
Install CLC Acc Rte-Site Visit-VHACOAHILTED_08252025_123538.pdf PDF
36C24425B0022 0001.pdf PDF
CLC Accessible Route Specifications.pdf PDF
P09 CLC Accessible Route Detail.pdf PDF
Standard Details.pdf PDF
P09 CLC Accessible Route Part Plan.pdf PDF
36C24425B0022_1.docx DOCX document

Notice history

Notice Type Posted
This notice Latest solicitation Solicitation
Z1DA--542-24-108 | Install New CLC Accessible Route Phase 1 | NCO 4 Construction East Original Pre-Solicitation

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