A04-SOW_YUKON_UPDATED.pdf

Yukon Flats NWR Hangar Asphalt Repairs

Work Statement 15 July 2025

Statement of Work: Repair/Alteration Services Yukon Flats NWR

Fairbanks Aircraft Hangar Asphalt Repairs Revision: 07/15/2025

1.0 SCOPE OF WORK

1.1 BACKGROUND:

The USFWS Yukon Flats Hangar is located off the taxiway of the Fairbanks International Airport.

The facility was built in 1993 and includes a large apron around the facility. Over time the asphalt has begun to crack and separate. There is one key area, around the southside of the building that has a major recession that is a hazard to aircraft and vehicles. There is also a lot of cracking that needs to be resealed and some that need to be cut and filled with new asphalt.

The work to be performed under this contract consists of furnishing all labor, equipment, materials, and supplies. All work shall meet local, State and Federal building codes.

Scope: Clean and prepare areas for crack repair and provide up to 6000 Linear feet of Asphalt crack repair. Remove existing asphalt in the recessed area at the Fairbanks Hangar, back fill, compact and place new hot-mix asphalt. BASE PROPOSAL 1 (Lump Sum)

1.2 BASE PROPOSAL 1 (Lump Sum):

1.2.1 Asphalt Crack Repair

1.2.1.1 Contractor shall repair all of the cracks on the Hangar Apron. Sealing shall include but not limited to:

A. Pneumatically cleaning cracks to remove debris and weed.

B. Seal all cracks with sealer suitable for exterior use and in combination with asphalt seal up to 6000 Linear Feet.

C. All equipment in asphalt areas shall be removed by USFWS.

Minimum 72 hour notice is required prior to work.

1.3 BASE PROPOSAL 2 (Lump Sum):

1.3.1 Repair Ramp Recession Area

1.3.1.1 Cut, remove, existing asphalt that has created a large recession approximately 400 Square Feet. (See Photos)

1.3.1.2 Remove base material and provide new D-1 material when required, grade, compact minimum (95% compaction), and prepare for asphalt.

Work Statement 15 July 2025

1.3.1.3 Provide new 2” of new hot-mix asphalt concrete material.

1.3.1.4 New asphalt material shall be suitable for Fairbanks location and per AASHTO Standards.

1.4 ADDITIONAL REQUIREMENTS

1.4.1 Contractor shall furnish all planning, labor materials and equipment to perform the tasks detailed in this scope of work. All materials shall be name brand, and builder grade or better. The work shall include, but is not limited to the items below

1.4.2 All Permitting is the responsibility of the Contractor.

1.4.3 Temporary Traffic Controls are the responsibility of the contractor during the resealing work of the contract..

1.4.4 The code referred to herein consists of all local, State, and federal regulations, normally enforced by the jurisdiction having authority over private construction in the local community including NFPA and ICC codes.

1.5 PERIOD OF PERFORMANCE

Period of Performance for design and construction is 60 calendar-days starting from the date of Award issued by the Contacting Officer.

2.0 GENERAL REQUIREMENTS

2.1 LOCATION OF WORK

2.1.1 Administrative Field Station: USFWS Division of Engineering

1011 E. Tudor Rd.

Anchorage, Alaska, 99503

2.1.2 Physical Project Location: Yukon Flats Hangar

Lot 5A Fairbanks International Airport Subdivision Fairbanks, Alaska

2.2 DEFINITIONS

COTR Contracting Officer’s Representative HVAC Heating Ventilating Air Conditioning LS Lump Sum Provide Furnish and install.

USFWS U.S. Department of Interior, Fish and Wildlife Service UL Underwriters Laboratories

Work Statement 15 July 2025

2.3 SITE AVAILIBILITY

2.3.1 The work site is accessible from the road, once in the town of Anchorage, Alaska.

2.3.2 Work Hours: Monday through Friday, 8:00 a.m. to 5:00 p.m. except federal holidays, unless approved otherwise by the Refuge Manager.

2.3.3 Work limits are a staging area (approved by the local USFWS staff) and within 30 feet of the improvements.

2.2.5 USFWS escort required unless previously arranged with the Service. Contact the project manager for site access procedures.

2.3 GOVERNMENT FURNISHED EQUIPMENT, MATERIALS, INFORMATION

2.3.1 Yukon Flats Aircraft Hangar, As- Built Documents, 1993

2.3.1.1 As-built drawings are provided for reference only. The contractor is responsible for field verifying all dimensions and materials.

2.3.2 Google Map, Areas outlined.

2.4 INSPECTION AND ACCEPTANCE

2.4.1 Inspection: The Work is subject to observation and/or inspection by the USFWS and other authorities having jurisdiction.

2.4.2 Acceptance: Acceptance of the work is contingent on compliance with the requirements set forth in the specifications, drawings, and other documents awarded with (or referenced by) the contract for this project.

2.5 DELIVERABLES

2.5.1 Deliverables shall consist of the following as a minimum:

2.5.1.1 Deliverables & submittals shall be electronic; typically as Abode, Word, Excel.

Final drawings Adobe and AutoCAD with CTB plot file.

2.5.1.2 Routine submittals shall be delivered to the USFWS Regional Office in

Anchorage, Alaska. Resolve routine review comments with the Contracting Officer’s Technical Representative by e-mail, fax, and telephone.

2.5.1.3 Product Data Submittals for all proposed materials.

3.0 GENERAL CONSTRUCTION REQUIRMENTS

3.1 SECURITY

Work Statement 15 July 2025

Effectively secure the work site, staging areas, and materials storage areas.

3.2 OTHER CONTRACTORS:

Coordinate and cooperate with any other contractors working at the project site.

3.3 USFWS OPERATIONS:

Schedule and coordinate construction activities so as not to unduly impact ongoing refuge / hatchery operations; USFWS operations have precedence over the construction activities.

3.4 WORK LIMITS

3.8.6 Work Limits: Unless approved otherwise, confine all construction equipment and disturbance with the work limits that typically include out-to-out top edge of access roads, parking areas, and staging areas; and no more than 6 feet beyond top-of-cut and toe-of-fill for earthwork; 15 feet each side of utility centerlines, and within 40 feet of structures on which work is being performed.

3.9 CLEANUP

3.9.6 Upon Substantial Completion of the Work, promptly remove any debris, materials, equipment, and tools, temporary facilities; and restore any areas disturbed by the Work to their preconstruction condition.

3.9.7 Power-wash any soiled asphalt and concrete areas.

3.10 CONSTRUCTION WASTE

3.10.6 Any regulated quantities of hazardous materials shall be disposed of at disposal facilities specifically licensed to accept hazardous waste. See also Hazardous Material requirements in the TECHNICAL PROCEDURES section of this document

3.10.7 Dispose of any materials (that not salvaged, reused, or recycled) in a legal manner off-site, in licensed disposal facilities.

3.10.8 Contractor shall actively protect the natural environment and human health by using environmentally preferable products in their activities when applicable..

3.10.9 The Contractor wherever possible shall divert solid waste from disposal in landfills through recycling and reuse of materials to lower greenhouse gas emissions.

3.11 HOUSING AND TEMPORARY FACILITIES

3.11.6 The Contractor shall furnish temporary facilities needed including telephone, sanitary facilities, job offices, material handling equipment, temporary construction aids, and storage enclosures; Suitable water or adequate electricity is present at the site, it may

Work Statement 15 July 2025 be used for construction purposes at no cost if it does not adversely impact the operations of the station.

3.11.7 The Contractor is responsible for all temporary connections and disconnections.

3.12 FINAL WALK THOUGH

3.12.6 The COR will perform final walk through as promptly as practicable.

3.12.7 The time required for such walk through and for making any corrections as a result thereof shall be included in the contract performance time.

3.12.8 The Contractor representative responsible for the work shall be present at the final walk through and shall submit a preliminary list of unfinished work.

3.13 CLOSEOUT DOCUMENTS

3.13.6 After completion of the work and prior to final payment, submit a Release of Claims (Form DI-137 provided by the Contracting Officer), properly executed by the Contractor, releasing claims against the United States arising out of this contract, other than claims specifically excepted from the operation of the release.

4.0 Contact Information

4.1 Contracting Officer-Email all questions

Tiffannie Pannell Phone: 703-468-8281

Email: Tiffannie_Pannell@fws.gov

4.2 POC

Mark Bertram-Onsite Phone: 907-347-1524 Email: mark_bertram@fws.gov

4,3 Alt POC:

Carly Eakin (RSVP Only)-24-hour Advance Notice Phone: 517-285-0339 Email: carly_eakin@fws.gov

END

YKF Hangar Apron Repairs Base 01 - Asphalt Crack Repairs Base 02 - Asphalt Removal and Repair

Legend

Area of Repair

Wright Air Service

YKF - Hangar

300 ft

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N Image © 2025 Airbus

Image © 2025 Airbus

Image © 2025 Airbus