C04_Attachment 1 - SOW 1232SA26Q1460.pdf

United States Department of Agriculture Agricultural Research Service

STATEMENT OF WORK

WATERLINE REPAIR AND TIE-IN FOR

GREENHOUSE

USDA-ARS

National Clonal Germplasm Repository

928 Stainback Hwy, Hilo, HI, 96720

Date: 05/01/2026

STATEMENT OF WORK

1.0 CONTRACT PROJECT:

a. Project Number: TBD

b. Project Title: Waterline Repair and Tie-In for Greenhouse

c. Project Location: National Clonal Germplasm Repository 928 Stainback Hwy. Hilo, HI, 96720

2.0 PROJECT CONTACT PERSONS:

a. CONTRACTING OFFICER (CO):

TBD

USDA-ARS-PWA

Email: Tel. No.:

b. CONTRACTING SPECIALIST (CS):

TBD

USDA-ARS-PWA

Email: Tel. No.:

c. LOCATION MONITOR (LM):

Dustin Galapir National Clonal Germplasm Repository 928 Stainback Hwy. Hilo, HI, 96720 Email: Dustin.Galapir@usda.gov Tel. No.: 808-333-0016

d. AREA SAFETY AND HEALTH MANAGER

TBD

Email: Tel. No.:

e. ENGINEERING PROJECT MANAGER (EPM)

TBD

USDA-ARS-PWA

Email: Tel. No.:

3.0 PROJECT DESCRIPTION:

mailto:Dustin.Galapir@usda.gov

Replace leaking waterline, relocate main valve, reroute waterlines from main valve, and tie-in to existing fixtures at USDA Germplasm Repository, 928 Stainback Hwy., Hilo, HI, 96720.

The waterline will provide water for all Greenhouses and Rain Shelters.

4.0 PROJECT REQUIREMENTS:

a. Do not disturb hazardous materials and report condition immediately to the Location Monitor regarding potentially hazardous conditions that are uncovered. Stop work in the area of the questionable material or condition until identification and direction is provided.

b. The Contractor’s work shall adhere to the criteria stated within these project requirements, drawings, and specifications. All construction shall comply with applicable federal, state, and local code requirements as well as current industry standards, (i.e., IBC, NEC, NSPC, NFPA, EPA, ASTM, GSA, AASHTO, etc.) and health and safety codes, in effect at the time of contract award.

c. Access the site between 7:30 am and 4:00 pm Monday through Friday excluding federal holidays. Contractor staff must sign-in on the first day of arrival and then sign-out on the final day of the project, upon completion.

4.1 Background & Site Description:

Replace leaking water pipe under concrete slab. Relocate the main valve and replace it with brass ball valve. Reroute waterlines from the main valve to run parallel on both side of the greenhouse walls. Tie in existing sink and hose spicket.

4.2 Bid Schedule:

Provide all labor, equipment and materials to perform this Statement of Work and Schedule of Items.

4.3 Description of Work:

1. Leaking Main Valve and Relocation

a. Cut and remove approximately 4-5 feet of concrete to access the leaking waterline and existing main valve

b. Main waterline:

i. Existing pipe size: 1-inch

c. Remove the existing connection, tie into the main waterline, and relocate the main valve inside the greenhouse.

i. Replace with a 1-inch brass ball valve

d. Refer to Photo 1

2. Waterline Tie-In

a. From the relocated main valve, install two (2) 1-inch PVC lines running to each side of the greenhouse walls.

b. All 1-inch PVC lines shall be trenched to a minimum depth of 6-inches and backfilled with sand.

c. Right-Hand Side Waterline

i. Trench and install 1-inch PVC waterline to the greenhouse wall.

ii. Install a 90-degree elbow and extend a 1-foot section of 1-inch PVC parallel to the greenhouse wall; cap the end.

iii. Trenching Requirements:

1. Minimum burial depth 6+-inches

2. Backfill with sand

iv. Refer to Photo 2

3. Concrete

d. Left-Hand Side Waterline

i. Cut a section of the sidewalk and install 2-inch conduit it.

ii. From the main valve, trench and install a 1-inch PVC line through the

2-inch conduit, continuing to the left-hand greenhouse wall.

1. Tie into sink located in the shop area and the hose spigot outside near the driveway.

2. At the greenhouse wall, install a 90-degree elbow and extend a 1-foot section of PVC parallel to wall; cap the end.

iii. Trenching requirement:

1. All 1-inch PVC lines inside the greenhouse must be buried at a minimum of 6-inches

2. Backfill with sand

iv. Refer to Photo 3

di. Re-pour all removed sections of concrete into the workshop area and greenhouse walkway.

4.4 Government Furnished Equipment\Services

a. Government will furnish a reasonable amount of electricity and water for the project.

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 Installations / Demolition: Contractor shall modify existing installations as needed to accommodate the new installation. Contractor shall coordinate modification of existing installations with Government. All disturbances of existing systems shall be thoroughly coordinated with the Government to prevent disturbances that might jeopardize on-going operations and research. Government 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 Government 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 Location Monitor 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 Location Monitor. Quality control is the exclusive responsibility of the Contractor. The Contractor shall retain and pay for the services of an independent inspector or testing laboratory to perform all tests expressly required by this contract.

5.6 Protection of Work and Property/Safety Requirements:

a. Contractor shall furnish a Site Specific Safety Plan (SSSP) or Accident Prevention Plan (APP) ten 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 Location Monitor.

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 utilities and is responsible for any damage 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 the course of 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 Location Monitor fourteen

(14) calendar 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/Location Monitor.

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

5.9 Cleanup: The construction site shall be kept clean and free of debris at all times. 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 Location Monitor.

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.

5.11 Final Payment/Contract Closeout: The following documents are REQUIRED PRIOR TO FINAL PAYMENT (other documents may also be required):

a. General contractor’s minimum one (1) year warranty on work.

b. Release of liens

c. Final Invoice

6.0 Project Schedule:

The Contract time for this project is 90 calendar days from Notice to Proceed.

7.0 Exhibits

Exhibit 1- Waterflow Direction and Layout

Exhibit 2- Concrete Walkway with Conduit and Waterline

8.0 Photos

Photo 1- Leaking Main Valve and Relocation

Photo 2- Right Hand Side

Photo 3- Left Hand Side