Attachment 1 - WXHP240414 SOW Rev1.pdf

STATEMENT OF WORK

FOR

Construct Parking Pad Stockbridge

PREPARED BY AFRL/RIOC

AIR FORCE RESEARCH LABORATORY

ROME RESEARCH SITE

ROME, NEW YORK

PROJECT NR: WHXP240414_A1 DATED: 19 May 2026

PROJECT REQUIREMENTS

1. SCOPE

The work covered under this Contract consists of furnishing all labor, equipment, and materials and performing all work required to construct a new parking pad as well as two (2) new sections of gravel road out to pad 22 at the Stockbridge testing annex. An Air Force Form 103, Base Civil Engineering Work Clearance Request must be completed for this project.

1.1 Work area description: The primary work area consists of constructing a new 8-inch-deep gravel parking pad for 20 cars to the east of building 1426 on the back side of the Stockbridge airfield. Additionally, two (2) new sections of 8-inch-deep gravel road are to be constructed connecting the existing site gravel road system to pad 22. Included in the pad 22 access road section is an additional 8-inch-deep gravel pad as a transition between the sections to allow the movement of equipment at the pad location. Bid option 1 consists of constructing an additional 110’ x 40’ parking pad to the west of the primary parking pad

2. ITEMS OF WORK

2.1 An Air Force 103, Base Civil Engineering work clearance, must be completed for this project. Contractor to verify that existing underground utilities in the area prior to commencing excavation.

2.2 All work to be performed during duty hours. That is, work is to be performed Monday through Friday, 0600 to 1800 hours. Work can be performed during non-duty hours but must be coordinated with RRS Security Forces prior to start.

2.3 Prior to the start of construction, contractor must submit a construction schedule that must be approve by AFRL Civil Engineering.

2.4 Gravel Parking Pad / Road Sections:

2.4.1 Contractor to strip the topsoil to achieve the proposed 8-inch compacted depth for the gravel parking pad.

2.4.2 Geotextile to conform to NYSDOT Standard Specifications section 207, and be US Fabrics US 200, or equal. Minimum strength classification shall meet or exceed requirements on table 737-01A Class 1.

2.4.3 Install 8-inch compacted depth of NYSDOT item 304.12 Subbase course in accordance with section 203-3.03C of the NYSDOT Standard Specifications. Contractor is responsible to ensure that the moisture content of the subgrade and base course material is adequate to meet compaction requirements.

2.4.4 Parking pad to also include 15-inch shoulders with a max 1:3 slope.

2.4.5 Prior to the start of construction, contractor will be shown the location to dump topsoil spoils.

2.5 Restoration and Clean-up:

2.5.1 Protect and restore all surfaces of objects to remain including, but not limited to, existing pavement surfaces, trees and vegetation, fences, posts, utilities and lawn areas.

2.5.2 Remove all debris piles and materials from the site following completion. All materials, containers, equipment and vehicles shall be located a minimum of 80 feet (25 meters) from any structure or building.

2.5.3 Install of topsoil and seed all disturbed lawn areas with guaranteed growth for 1 year.

3. MATERIAL SUBMITTALS

1. Subbase Course – NYSDOT approved supplier certification.

2. Geotextile – manufacturer’s data sheet.

3. Safety Data Sheets (SDS)