Attachment 1 - Statement of Work Woodward Demolish Building 7.pdf

ATTACHMENT 1 - STATEMENT OF WORK

“Woodward Demolish Building 7”

Woodward, OK

May 19, 2026

Statement of Work

1.0 CONTRACT PROJECT:

a. Project Number: _____________________

b. Project Title: “Woodward Building 7 Demolition” Asset #621600B007 at the United States

Department of Agriculture (USDA), Agricultural Research Service (ARS) Site in Woodward, Oklahoma.

2.0 PROJECT CONTACT PERSONS:

a. CONTRACTING OFFICER (CO):

TBD

b. RESEARCH PROGRAM REPRESENTATIVES (RPR):

Dr. Stacey Gunter, Acting Laboratory Director, Grazinglands Research Laboratory

USDA, ARS, PA

Grazinglands Research Laboratory (GRL) 7207 West Cheyenne Street El Reno, OK 73036 Email: stacey.gunter@usda.gov Phone: (405) 262-5291

c. LOCATION ADMINISTRATIVE OFFICER (AO):

Eileen Gibbens

USDA, ARS, PA

Grazinglands Research Laboratory (GRL) 7207 West Cheyenne Street El Reno, OK 73036 Email: eileen.gobbons@usda.gov Phone: (405) 262-5291 x224

d. Environmental Protection Specialist (EPS):

Dwayne Cordray

USDA, ARS, PA

2775 F & B Road College Station, TX 77840-4117

Email: dwayne.cordray@usda.gov Phone: (979) 446-2226

e. ENGINEER PROJECT MANAGER & CONTRACTING OFFICER REPRESENTATIVE

(EPM/COR):

C. Brian Dean

USDA, ARS, PA

2150 Centre Avenue, Building D, Suite 330 Fort Collins, CO 80526-8119 Email: brian.dean@usda.gov Phone: 970-492-7026

f. ENGINEER PROJECT MANAGER, ALTERNATE (EPM, Alt.)

Aric Abblitt

USDA, ARS, PA, Contract Engineer Email: aric.abblitt@ars.usda.gov Phone: 515-858-4099

g. FACILITIES MANAGER (FM):

Clendon Tucker

USDA, ARS, PA

Grazinglands Research Laboratory (GRL) 7207 West Cheyenne Street El Reno, OK 73036 Email: clendon.tucker@usda.gov Phone: (405) 262-5291

h. LOCATION MONITOR (LM):

Joe Goodballet, Maintenance

USDA, ARS, PA

Oklahoma and Central Plains Agricultural Center 2000 18th Street Woodward, OK 73801 Email: joe.goodballet@usda.gov Phone: (580) 571-6434

i. AREA REALTY SPECIALIST / USDA LEASE CONTRACTING OFFICER (RS):

William “Will” Ross

USDA, ARS, PA

2150 Centre Avenue, Bldg. D, Room 3040 Fort Collins, CO 80526-8119 Email: will.ross@usda.gov Phone: (970)-492-7071

2.1 Research Mission and Site Location

The site is at the Oklahoma and Central Plains Agricultural Research Center in Woodward, OK.

The area of scope consists of Building 7 and attached greenhouse, Asset # 621600B007, at 2000 18th Street, Woodward, OK 73801-5415.

The work to be done is detailed in Section 4.0 and other sections in this SOW.

mailto:will.ross@usda.gov

3.0 SCOPE OF SERVICES:

The Contractor shall provide all professional services necessary for the accomplishment of the contract project and such required services shall be in accordance with requirements as described herein.

a. The Contractor shall provide services for the following tasks marked by an “X”:

☒ Provide a detailed technical proposal and detailed cost proposal to complete the project as per project requirements.

☒ Provide and install all material to complete the project as per project requirements.

4.0 PROJECT REQUIREMENTS:

The Contractor shall furnish a technical and cost proposal to provide material and services to perform demolition at the Oklahoma and Central Plains Agricultural Research Center in Woodward, OK site per section 4.2.

a. The Contractor will work with site personnel to ensure project is accomplished in a timely manner.

b. The Contractor’s work shall adhere to the criteria stated within these project requirements and specifications.

c. Davis Bacon Wage Rates may apply to all construction contracts in excess of $2,000, see

Contracting Officer’s bid package for more information. Employee payroll logs for the project may be required to verify wage rates are being adhered to, see Contracting Officer’s bid package for more information.

d. Materials and Installation shall meet the applicable sections of the Uniform Federal Guide Specifications (UFGS).

e. The UFGS specifications can be found on the listed on the Whole Building Design Guide Construction Criteria Base UFGS page at: https://www.wbdg.org/dod/ufgs.

f. The Contractor’s work shall adhere to the criteria stated within these project requirements, drawings, and specifications. All construction shall comply with applicable federal and local code requirements as well as current industry standards, (ie: IBC, ASTM, etc.) and health and safety codes, in effect at the time of contract award.

g. Payment, bid or other bonds may be required per the Contracting Officer’s bid package.

Obtaining and the cost of these bonds is the responsibility of the Contractor. Proof of Insurance is also required.

h. Shutoff of utilities, if required, shall be scheduled no less than ten working days in advance.

i. The Contractor may be responsible for visiting the site prior to submitting a bid to observe existing conditions, see Contracting Officer’s bid package. No compensation will be provided for conditions that would be visible during an on-site visit for persons experienced performing this type of work.

j. Clean up all debris from construction site once job is completed.

k. Contractor will schedule work with location to allow location to meet current research needs.

4.1 Bid Schedule:

a. The contract shall include all work described in 4.2 Description of Work in the base bid.

4.2 Description of Work:

4.2.1 Pre-Construction Services

a. Pre-Construction Submittals

Prior to Construction Notice to Proceed (NTP) the following submittals must be submitted to the Contracting Officer (CO) for approval, unless otherwise determined by CO that submittals may be provided after NTP:

1. Submittals for all Material used on the project prior to construction.

2. Work Hours, per Section H.30 entitled, MAXIMUM WORKWEEK – CONSTRUCTION

SCHEDULE. The work hours will include the daily starting and stopping time, and days of the week the Contractor proposes to carry out the work.

3. CPM Scheduling.

4. Construction Cost Proposal presented in a cost break-out format resembling a Schedule of

Values - if contractor intends to request partial payments.

4. Quality Control Plan is NOT required on this project.

5. Environmental Protection Plan is NOT required on this project.

6. Accident Prevention Plan/Site Specific Safety Plan.

7. The construction contractor (CC) shall provide to the CO a list of contract personnel of the general and subcontractors, who will be emergency contacts, including address, and telephone numbers for use in an emergency. As changes occur and additional information becomes available, the CC shall update the list.

4.2.2 Construction Services

The Scope of this project consists of two parts as follows:

1. Pre-Demolition - Contractor to secure services of a qualified consultant to properly take, properly document / label and properly submit photographs to ARS of Building 7 that meet National Register standards.

a. Contractor to ensure consultant’s photographic submittal will be of sufficient quality and quantity and type to enable ARS to meet the following requirement from the Oklahoma Historical Society, which is the State Historic Preservation Office (SHPO).

OK SHPO STIPULATIONS

USDA ARS shall ensure that the following measures are carried out:

I. Prior to demolition of Building 7, USDA ARS will photograph Building 7 to

National Register standards and provide SHPO with digital copies of these photographs.

b. Consultant should conform to Oklahoma’s National Register Handbook photography requirements (page 4, Locally or State Significant Property):

https://www.okhistory.org/shpo/docs/fs15proprec.pdf

c. For reference, Oklahoma SHPO maintains a consultants list on its website:

https://www.okhistory.org/shpo/consultants. However, Contractor may provide services from any experienced and qualified consultant.

d. Experience and qualifications of consultant shall be provided and approved by ARS as part of submittal process before consultant services work begins.

e. Building 7 also includes the attached greenhouse.

https://www.okhistory.org/shpo/consultants

f. Section 106 has been completed, including consulting party and tribal notification; no tribes elected to participate. The photo documentation of the building is the required mitigation for the adverse effect. If during ground disturbing activities, any artifacts are uncovered, the work should halt and notify ARS of the discovery. This is unlikely to occur given the highly disturbed nature of the site.

g. Contractor to allow 60 days in proposal pricing for ARS to consult and obtain demolition approval from OK SHPO before beginning any demolition. 60 days shall begin on date of correct and proper submittal of photographs to ARS.

h. No Demolition may take place until approved by ARS.

2. Demolition - Demolish Building 7

a. Perform demolition per this SOW and any referenced documents. Intent is to remove building and attached greenhouse (including furniture, contents and equipment), slabs, sidewalks, foundations and any other items noted per this SOW and referenced documents and properly dispose of items per all Local, State and National codes, including refrigerant.

b. ARS has provided a set of drawings and specifications for demolition as noted in the appendix. This set of drawings and specifications has three phases.

c. The new ductbank has already been installed in prior project. As related to the ductbank, this project is to cut and abandon the old duct bank at the building edge as shown in drawings.

d. Trees to be cut down, stumps removed and debris disposed of.

e. Silt fence is not to be provided.

f. Sewer capping is to be performed between building and ejection system.

g. Power to sanitary ejection system needs to remain.

h. All backfill shall be placed in maximum 8-inch loose lifts and compacted to not less than 95% of maximum dry density as determined by ASTM D698 at moisture content within ±2% of optimum. Field density testing shall be performed by an independent geotechnical testing laboratory during placement of fill. The geotechnical testing program should include:

i. Laboratory Testing

1. ASTM D698 — Standard Proctor compaction curve

ii. Field Testing

1. Performed during backfill operations for each lift:

2. ASTM D6938 — Nuclear density gauge testing (most common)

iii. Testing frequency:

1. Every 2 vertical feet of fill

2. And approximately every 2,500 sq ft

i. Fescue or Bermuda sod to be provided. Government will provide a water source for sod establishment.

j. NOTE - Drawings, Page C1.0 – Herby amended:

ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL

BE HAULED OFF-SITE AND PROPERLY DISPOSED OF. THE OWNER HAS

REMOVED ALL MATERIALS THAT HE DEEMS SALVAGEABLE.

MISCELLANEOUS STRUCTURES, FOUNDATIONS, CONCRETE, RUBBLE

AND OTHER ITEMS SHALL BE REMOVED COMPLETELY WITH THE

EXCEPTION OF SUB-BASE GRAVEL UNDER CONCRETE. CONTRACTOR

CAN COVER SUB-BASE GRAVEL WITH FILL OR TOPSOIL AS DIRECTED

PER DRAWINGS.

k. Phases one and two are complete. A set of redline as-builts for Phase 1 and 2 are also referenced in the Appendix.

l. Contractor to perform work as shown in Phase 3 (Demolition) of drawings and specifications.

m. Perform Hazardous materials abatement per State of Oklahoma regulations.

Reference requirements noted in Attachment 5 - Woodward Building 7 Hazmat Report.

n. Building 7 and attached greenhouse are not in use or occupied by ARS at this time.

4.3 Government Furnished Equipment/Services

a. The Government will furnish a reasonable amount of electricity and water as needed from existing Government owned electrical and water hook ups. Contractor is responsible for any hookup costs or fees.

5.0 GENERAL REQUIREMENTS:

5.1 Permits: Where governing regulations and imposed codes and standards require notices, permits, licenses, inspections, tests, and similar items or actions in order to lawfully proceed with the required work, the Contractor shall obtain items and take those actions in accordance with the regulations of the governing authority. The costs of such permits, licenses, inspections, etc., are the obligation of the Contractor.

5.2 Existing Conditions:

Contractor shall coordinate work as required after site visit and scope confirmation to ensure research integrity as directed by the COR. Contractor shall protect existing installations and restore any damage at Contractor’s expense. Contractor to call 811 to confirm all underground utilities coming into the area of work if project requires disturbing the ground. Contractor is responsible for verifying and coordinating all underground utilities in scope of work area if disturbing the ground. Contractor to verify all know location of utilities or other underground items by consulting with LM prior to digging.

5.3 Quality Control: The work performed under this contract shall be subject to continuous audit by the COR or LM. Quality control is the exclusive responsibility of the Contractor.

5.4 Protection of Work and Property/Safety Requirements:

a. The Contractor shall protect the work, the site, and all existing property and structures within the limits of the construction activities or that may be affected thereby until acceptance of the work. Any damage to property shall be repaired at the Contractor’s expense, to pre-damaged condition to the satisfaction of the COR.

b. Safety and health matters, as they relate to the work, are the exclusive responsibility of the Contractor. The Contractor shall furnish, erect, and maintain barricades, warning lights, signs, guards, or take other precautions as may be required by law or local authorities of the protection and security.

c. Contractor shall provide full time Superintendent on the jobsite at all times that is 30-hour OSHA trained and certified per Contractors APP/SSSP. It is acceptable to utilize any Subcontractors Superintendent if person is certified and included in APP/SSSP and approved by CO.

d. Superintendent is not required by ARS to be present during site visits made by the consultant photographer.

5.5 Temporary Facilities:

a. Temporary utilities will not be furnished to the Contractor by the Government.

b. Should the Contractor require any power or utility shutdowns during demolition, the

Contractor shall obtain approval for such shutdown from the COR ten working days prior to the need.

c. Contractor shall supply temporary toilet facilities.

5.6 Cleanup: The construction site shall be always kept clean and free of debris. Restore areas disturbed as nearly as possible to the original appearance and condition. Upon completion of the project, and prior to final inspection, the Contractor shall remove from the premises all unused material, trash, and debris resulting from the work to the satisfaction of the COR.

5.7 Final Payment/Contract Closeout: The following documents are REQUIRED PRIOR TO

FINAL PAYMENT (other documents may also be required):

a. Release of liens.

b. Chain of Custody paperwork for all hazardous materials disposal and tonnage of material both taken to landfill and recycled.

c. Employee payroll\time sheets (if certified payrolls required by Contracting Officer’s bid package)

d. Invoice

e. Redline drawings showing capped utilities or other underground utilities and items as may be found.

6.0 PROJECT SCHEDULE: The Contract completion for this project is 270 calendar days from award.

7.0 EXHIBIT DOCUMENTS: (included at end of document and/or attached)

A. Exhibit A

a. Attachment 2 – Drawings

b. Attachment 3 – Specifications

c. Attachment 4 - As Built - NEW DIG ROUTE Crutcho 9 13 23

d. Attachment 5 - Woodward Building 7 Hazmat Report

e. Attachment 6 - fs15proprec.pdf (Oklahoma’s National Register Handbook photography requirements)