Attachment 1 Statment of Work.pdf

United States Department of Agriculture Agricultural Research Service

STATEMENT OF WORK

Concrete Foundation and Pre-Fab Steel Building

Construction

USDA-ARS

DKI US PBARC

64 Nowelo Street

Hilo, Hawaii 96720

STATEMENT OF WORK

1.0 CONTRACT PROJECT:

a. Project Number:

b. Project Title: Concrete Foundation and Pre-Fab Steel Building Construction

c. Project Location:

USDA-ARS

DKI US Pacific Basin Agricultural Research Center

2.0 PROJECT CONTACT PERSONS:

a. CONTRACTING OFFICER (CO):

Michael Sherlock

Email: Michael.Sherlock@usda.gov

b. RESEARCH PROGRAM REPRESENTATIVES (RPR):

Nicholas C. Manoukis Research Leader USDA-Agricultural Research Service Daniel K. Inouye U.S. Pacific Basin Agricultural Research Center Tropical Crop and Commodity Protection Research Unit 64 Nowelo Street, Hilo HI 96720 Phone: (808)895-0686 or (301) 646-8038 E-mail: nicholas.manoukis@usda.gov

c. ADMINISTRATIVE OFFICER (AO):

Carlee Wehrsig Administrative Officer USDA-Agricultural Research Service Daniel K. Inouye U.S. Pacific Basin Agricultural Research Center 64 Nowelo Street, Hilo HI 96720 Phone: (808) 932-2116

E-mail: carlee.wehrsig@usda.gov mailto:nicholas.manoukis@usda.gov mailto:carlee.wehrsig@usda.gov

d. LOCATION CONTRACTING OFFICER REPRESENTATIVE (COR):

Carolyn Williams P.E.

Facilities, Safety and Real Property Branch USDA-ARS Pacific West Area Phone: (510) 207-2929 E-mail: carolyn.williams@usda.gov

e. AREA SAFETY AND HEALTH MANAGER (ASHM) Scott Geib PhD Research Entomologist USDA-ARS Pacific Basin Agricultural Research Center 64 Nowelo Street, Hilo HI 96720 Phone: (808) 959-4335 E-mail: scott.geib@usda.gov

f. REAL PROPERTY MANAGEMENT:

Christa Meier Realty Specialist/Lease Contracting Officer USDA-ARS Pacific West Area Phone: (510) 559-6124 Email: christa.meier@usda.gov

g. ENGINEERING PROJECT MANAGER (EPM)

Carolyn Williams Facilities, Safety and Real Property Branch USDA-ARS Pacific West Area Phone: (510) 207-2929 Email: carolyn.williams@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 service shall be in accordance with the requirements as described herein and on attached contract documents.

3.1 Background: The USDA-ARS DKI US PBARC Tropical Crop and Commodity

Protection Research Unit requires two metal buildings to be assembled. The building will be located at 64 Nowelo Street in Hilo, Hawaii and requires ground leveling and construction of the following: 1) one 12 x 45’-4” concrete slab foundation and the installation of one 12’ x 45’ government supplied pre-fabricated metal 4-sided structure, and 2) the installation of one 18’ x 60’ government supplied pre-fabricated metal 2-sided structure to cover existing container (8’ W x 9.5’ H x 48’ L).

mailto:carolyn.williams@usda.gov mailto:scott.geib@usda.gov mailto:christa.meier@usda.gov mailto:carolyn.williams@usda%20gov

3.2 Contractor shall provide the labor and materials to construct one (1) 12’ x 45’-4” reinforced concrete slab set above grade.

3.2.1 Establish proper leveling and grading of proposed building sites (see Figure 1 &

2). Contractor shall provide all the necessary excavation/haul/fill and compaction requirement to meet building construction specification.

3.2.2 Concrete shall have a minimum thickness of 4”.

3.2.3 Concrete shall have a reinforced wire mesh.

3.2.4 Concrete shall have a minimum strength rating of 2500 PSI.

3.2.5 Concrete shall have a 12” wide x 12” deep perimeter footing.

3.2.6 Contractor shall provide all the necessary excavation/fill and compaction requirements to meet concrete construction specifications.

3.2.7 Concrete surface shall have a brush finish to prevent slipping.

3.2.8 Contractor shall remove all excess material and debris from site.

Figure 1. Site location of proposed metal structure, and an example of the Mohave style barn with pedestrian door and windows.

Figure 2. Site location of proposed metal carport to cover existing container (8’ W x 9.5’ H x 48’ L), and an example of the Mohave style carport structure.

3.3 Contractor shall provide the labor and materials to erect two (2) government provided structures.

3.3.1 One (1) 12’ wide x 45’ long x 10.5’ eave height Steel Mohave Style metal barn structure with 4 side walls. Includes 5' on-center frame system, 2 - pedestrian door frame-outs, 4 - window frame-outs, exterior roof & wall panels, complete trim package and concrete anchors. Part# SB5124510.5

3.3.2 One (1) 18’ wide x 60’ long x 12.5’ eave height Steel Mohave Style metal carport structure with 2 side walls. Includes frame system, exterior roof & wall panels, complete trim package and concrete anchors.

Manufacturer: Absolute Steel and Storage

P.O. Box 11744 Tempe, AZ 85284-0030 Phone: 480-768-1618 Toll Free: 877-833-3237

3.3.3 Contractor shall erect structure IAW manufacturer’s specifications on the newly constructed concrete slab.

3.3.4 Contractor shall provide any additional hardware or materials needed to complete the installation.

3.3.5 Contractor shall clean up and remove all debris from work site.

4.0 PROJECT REQUIREMENTS:

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, drawings, and specifications. All construction and services shall comply with applicable federal, state, and local code requirements as well as current industry standards, (ie: EPA, ASTM, GSA, AASHTO, etc.) and health and safety codes, in effect at the time of contract award.

c. All work to meet all pertinent Unified Facilities Guide Specifications (UFGS) and ARS 242.1M standards. UFGS available at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs. ARS 242.1M available at https://www.afm.ars.usda.gov/ppweb/pps-and-manuals/.

d. This project falls under the DAVIS BACON Wage Act.

4.1 Background & Site Description:

This project will be located at the USDA-ARS DKI US PBARC facility at 64 Nowelo St. in Hilo, Hawaii. The specified project will be used to conduct coffee pest and disease research.

http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs https://www.afm.ars.usda.gov/ppweb/pps-and-manuals/

4.2 Bid Schedule:

Item Description

Base Item Provide materials, labor, equipment, and all associated services necessary to complete project.

4.3 Description of Work:

a. The Contractor will provide a turn-key project satisfying all Local, State, and

Federal requirements.

b. The Contractor will provide all the necessary materials and labor per Section 3.0 and properly dispose of all material being replaced.

c. Contractor is responsible for any damage to adjacent equipment and miscellaneous objects that may become damaged during installation of the fencing. The Contractor is responsible for making repairs to meet or exceed conditions prior to damage.

d. The Contractor is responsible for visiting the site prior to submitting a bid to observe existing conditions. No compensation will be provided for conditions that would be visible during an on-site visit for persons experienced performing this type of work.

4.4 Government Furnished Equipment\Services

a. 12’ wide x 45’ long x 10.5’ eave height Absolute Steel Mohave Style metal barn structure with 4 side walls. Includes 5’ on-center frame system, exterior roof & wall panels, 2 - pedestrian door frame-outs, 4 - window frame-outs, complete trim package and ground anchors. Part# SB5124510.5.

b. 18’ wide x 60’ long x 12.5’ eave height Absolute Steel Mohave Style metal carport structure with 2 side walls. Includes frame system, exterior roof & wall panels, complete trim package and ground anchors.

c. The Government will furnish a reasonable amount of electricity and water.

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 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 Installations / Demolition: Contractor shall modify existing installations as needed to accommodate the new installation. Contractor shall coordinate modification of existing installations with Owner. All disturbances of existing systems shall be thoroughly coordinated with the Owner to prevent disturbances that might jeopardize on-going operations and research. Owner reserves the right to retain any equipment / materials removed as part of the scope of work. Contractor shall coordinate any equipment / materials to be retained with Owner prior to starting demolition operations. Contractor shall legally dispose all any materials removed that will not be retained.

5.3 Installation: It shall be the responsibility of the Contractor to complete work in accordance with Federal, State, and Local Code Standards. Additional procedures and materials may be required than is indicated herein. If any item specified herein conflicts with the applicable codes and recommendations, the Contractor shall bring it to the attention of the Contracting Officer Representative for immediate resolution.

5.4 Submittals: Provide manufacturer’s descriptive literature/shop drawings for all materials to the COR for review. The descriptive literature shall be annotated/ highlighted to show its conformance with contract requirements. Submittals are required for new materials and will be stamped and/or signed by the general contractor prior to submission to the Government. Contractor is responsible for any costs incurred for equipment ordered without prior approval.

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

5.6 Protection of Work and Property/Safety Requirements:

a. Contractor shall furnish a Site Specific Safety Plan (SSSP) or Accident Prevention Plan (APP) 10 days after contract award. SSSP / APP shall be approved by the Government before construction work commences.

b. 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.

c. 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.

d. Contractor is responsible for verifying location of any underground utility and is responsible for any damaged caused to such utilities.

5.7 Temporary Facilities:

a. Temporary utilities (water and electricity) may be furnished to the Contractor by the Government, if so requested. The Contractor shall maintain and protect all such utilities during construction and shall repair or replace any items damaged through its own negligence.

b. Should the Contractor require any power or utility shutdowns during construction, the Contractor shall obtain approval for such shutdown from the

COR 21 working days prior to the need.

5.8 Materials and Equipment:

a. The material and equipment to be furnished under these contract documents shall be the standard products of manufacturers regularly engaged in the production of such materials and equipment and shall be the manufacturer’s latest standard design.

b. All materials and equipment to be incorporated in the work shall be handled and stored by the manufacturer, fabricator, supplies, and Contractor before during and after shipment in a manner to prevent any injury, theft or damage of any kind to the materials and equipment. All materials and equipment furnished by the Contractor shall be subject to inspection and approval by the

CO/COR.

c. Government will not furnish any labor or equipment to unload or move materials or supplies.

5.9 Cleanup: The construction site shall be always kept clean and free of debris.

Disposal of the old equipment is required. 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.

5.10 Warranty:

a. Submit data concerning the standard one-year warranty for workmanship, including the warranty periods (dates), and warranty contacts with names, addresses and telephone numbers.

b. Extended Equipment/Product Warranties: Obtain and furnish to the Contracting Officer all written warranties for equipment/products that have extended warranties (warranty periods exceeding the standard one-year warranty) furnished under the contract. The warranty period shall begin on the same date as project acceptance and shall continue for the full/product warranty period. The warranties shall be fully executed and delivered to the Contracting Officer prior to final acceptance of the facility.

5.11 Final Payment/Contract Closeout: The following documents are REQUIRED

PRIOR TO FINAL PAYMENT (other documents may also be required):

a. General contractors minimum one (1) year warranty on work.

b. Operation and Maintenance Data

c. Release of liens.

d. Final Invoice

6.0 PROJECT SCHEDULE: The Contract time for this project is 90 calendar days from

Notice to Proceed.