Statement of Work

JESSE BROWN MEDICAL CENTER

CONSTRUCTION OF A CONTRACTOR LAYDOWN

AREA AND SECURITY UPGRADES

Statement of Work

US Department of Veterans Affairs
Jesse Brown Medical Center
820 S. Damen Ave
Chicago, IL 60612

STATEMENT OF WORK

Prepared by:
Facility Management Division

Date:

7/10/2026

CONSTRUCTION STATEMENT OF WORK FOR

Project Name:

Create a Contractor Lie-Down Zone

Project Number:

537-24-106

Place of Performance: Building 1A, Eastern Exterior Grounds. Jesse Brown VA Medical Center
820 S. Damen Ave
Chicago IL 60612

Part 1: Project Scope of Work Overview
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Prepare the ground in the designated zone.
Extend Electric Power to designated Containers’ locations. Place Containers in designated locations.
Fence and gate the designated zone.
Ramp the curb to give easy access to vehicles entering/exiting the zone. Install Cameras and systems for area security.

Part 2: Period of Performance (POP) and Project Construction Cost Magnitude Complete all work including submittals and quality control reviews within the calendar days from Notice to Proceed (NTP) as shown below.

537-24-106 Construction Period of Performance (PoP)

Level Complete

Calendar
Days for
the Work

VA
Review

Total
days
after
NTP

Task 1 – Project Kick-off submittals

Task 2 – Coordination

Task 3 – Pre-Construction submittals

Task 4 – Mobilizations and Performance of
Work

Task 5 – Closeout Submittals

Part 3: Detailed Project Scope of Work

GENERAL PROJECT GOALS

The goal of this project is to create a “Lie-Down” Zone for temporary construction/utility activities.

The Contractor/Builder is required to:
1. Design and Provide all Permits, Plans, Tools, Materials, Components, Labor, and Supervision for Creating a Contractor Lie-Down Zone.

2. Earthwork:

a. Scan and mark all underground utilities within the designated plot. b. Clear the designated plot of trees, roots, and any large debris that may obstruct the scope of work. Properly dispose of all waste materials. Refer to Exhibit B – Site Pictures.
c. A licensed Geotechnical Engineer (hired by the General Contractor) shall assess the soil type and make recommendations of what footings to use. d. Excavate and dispose of soil to the depth specified by the licensed Geotechnical Engineer to ensure proper drainage and achieve the required bearing pressure rating.
e. Compact the ground, install a weed barrier fabric, and fill to level with heavyduty gravel. Utilize a heavy-duty gravel grid and sand as specified. The final