Attachment I - Hop Picker Building SOW.pdf

United States Department of Agriculture Agricultural Research Service

STATEMENT OF WORK

HOP PICKER BUILDING

FORAGE SEED AND CEREAL RESEARCH UNIT

PROSSER, WA

Date: April 25, 2023

STATEMENT OF WORK

1.0 CONTRACT PROJECT:

a. Project Title: Hop Picker Building

b. Project Location: Forage Seed and Cereal Research Unit 24106 N. Bunn Rd; Prosser, WA 99350

2.0 PROJECT CONTACT PERSONS:

a. CONTRACTING OFFICER (CO):

USDA-ARS-PWA

Email: Tel. No.:

b. LOCATION MONITOR (LM):

Kayla Altendorf Forage Seed and Cereal Research Unit 24106 N. Bunn Rd; Prosser, WA 99350 Email: kayla.altendorf@usda.gov Tel. No.: 509-786-9267

c. CONTRACTING OFFICERS REPRESENTATIVE (COR):

Peter Lane

USDA-ARS-PWA

800 Buchanan Street Albany, CA 94710 Email: peter.lane@usda.gov Tel. No.: 510-559-6340

d. AREA SAFETY AND HEALTH MANAGER Ken Cushman

USDA-ARS-PWA

800 Buchanan Street Albany, CA 94710 Email: ken.cushman@usda.gov Tel. No.: 510-529-5921

e. ENGINEERING PROJECT MANAGER (EPM) Peter Lane

USDA-ARS-PWA

800 Buchanan St. Albany, CA 94710

Email: peter.lane@usda.gov Tel. No.: 510-559-6340 mailto:kayla.altendorf@usda.gov mailto:peter.lane@usda.gov mailto:ken.cushman@usda.gov mailto:peter.lane@usda.gov

3.0 PROJECT DESCRIPTION:

This project will construct a covered building for a hop picker machine and drying kiln to support ongoing hops research.

4.0 PROJECT REQUIREMENTS:

a. Do not disturb hazardous materials and report condition immediately to the Contracting Officer’s Representative (COR) 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 and design 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 8:00 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. All Contractor personnel on-site must be US Citizens or permanent residents.

4.1 Background & Site Description:

The project site is on the Washington State University Irrigated Agriculture Research and Extension Center. The site is 10’ north of building 2084. The ground consists of a concrete slab and gravel.

4.1 Bid Schedule:

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

4.2 Description of Work:

See attached project program and plans.

Contractor will provide all design required to construct building and obtain permits. See Project Program for applicable codes and paragraph 5.4 for submittals.

4.3 Government Furnished Equipment\Services

a. 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 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.

At a minimum, these permits are a building permit from Benton County and electrical permit from Washington L&I. Included are other checklists, forms, permits as required by permitting authority. The Contractor shall obtain and coordinate inspections.

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 electronic submittals to the Location Monitor and Engineering Project

Manager for review. Submittals will be stamped and/or signed by the general contractor prior to submission to the Government. Plans and shop drawings shall be drawn using CAD.

Contractor is responsible for any costs incurred for equipment ordered without prior approval. At minimum, submittals include:

a. Design and construction schedule, submitted before post award kick-off meeting.

b. Site Specific Safety Plan (SSSP) / Accident Prevention Plan (APP)

c. Engineered plans or shop drawings for the building, stamped and sealed by professional engineer

d. Engineered plans or shop drawings for the engagement of the building to earth, stamped and sealed by professional engineer

e. Calculations and other information as required to obtain permits

f. Electrical plans or shop drawings showing new site and building electrical elements, line diagram and panel schedules.

g. Descriptive literature/shop drawings for all materials, annotated/highlighted to show its conformance with contract requirements

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.

5.6 Protection of Work and Property/Safety Requirements:

a. Contractor shall furnish a Site Specific Safety Plan (SSSP) or Accident Prevention Plan (APP). 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 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 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 and Engineering Project Manager 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 Government.

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 Supervision:

The Contractor must have a superintendent fluent in English on the job site during working hours.

The Superintendent must have a minimum of 5 years of experience as a Superintendent on previous projects of similar size and complexity. The Superintendent may serve as the Site Safety and Health Officer. Provide a Superintendent Resume for the proposed on-site Project Superintendent describing experience with references and qualifications to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed on-site Project Superintendent at any time in order to verify the submitted qualifications.

5.12 Post Award Kick-Off Meeting

Prior to commencement of design, and within 21 calendar days of award, meet with representatives of the Contracting Officer and client to present the concept design for discussion and acceptance. The project team will develop a mutual understanding relative to the approved proposal, permits and requirements and schedule. This meeting will be done virtually.

5.13 Pre-Construction Conference

Prior to construction or demolition, meet with representatives of the Contracting Officer to discuss and develop mutual understanding relative to administration of the safety programs, environmental issues, safety of building occupants and surrounding area, hazardous materials, waste disposal, construction QC procedures, construction schedule, labor provisions and other construction phase contract procedures. This meeting will be done virtually.

5.14 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 and Release of Claims Form

6.0 Project Schedule:

The Government is in the process of obtaining a lease for the building site. This will be in place by 10/1/2023. The contractor cannot mobilize and start construction until the Government obtains a lease. All construction must be complete by 5/31/2024.

7.0 Attachments

- Project Program

- Concept plans

- Photographs

Hop Picker Building Prosser, WA

PROJECT PROGRAM - Page 1

PROJECT PROGRAM

1.0 APPLICABLE CODES AND STANDARDS

The Contractor’s work shall adhere to the criteria stated within these project requirements, drawings, and specifications. All construction and design 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. Codes include but are not limited to:

1. Benton County Building Code (International Building Code as amended)

2. Washington State Electrical Code (National Electrical Code as amended)

2.0 EXISTING SITE CONDITIONS

Geotechnical Data: No geotechnical data is available. The contractor should anticipate soils consistent with soils generally found in the area. The contractor is responsible for obtaining any geotechnical data required for foundation design.

3.0 BUILDING REQUIREMENTS

Building shall be a 32’ x 50’ post-frame building (pole barn) with gable roof. Height from top of concrete floor to bottom of truss shall be a minimum of 17’. Main structural members shall be wood or steel.

Siding and roofing shall be metal. Other building components include doors, electrical and ventilation.

4.0 ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 FOUNDATION AND SLAB

Frost penetration: Frost penetration depth: 24 in.

Maximum gross allowable soil bearing pressure: as determined by foundation designer

Concrete: All concrete must be constructed in accordance with ACI 301. Concrete must have a 28-day minimum compressive strength of 3,000 psi unless noted otherwise. Slump must be between 2 and 4 inches in accordance with ASTM C143. All concrete must be reinforced.

Provide joints as required to minimize cracking or as required by applicable ACI standards.

Provide expansion joints to separate building foundation, new slab and existing slab.

Provide 7.5” floor slab:

1. Concrete must have a 28-day minimum compressive strength of 4,000 psi

2. Top of floor slab elevation to be 12” above existing concrete slab on south end of building.

Provide thickened edge to extend slab to 6” below existing grade where required. Slab does not need to extend to frost depth

3. Contractor to stake floor elevation on building corners and verify with Government at least 3 weeks before construction mobilization.

4. Provide complete separation of slab and building foundations with preformed joint filler.

5. Provide compacted 6” free draining crushed aggregate base under slab and thickened edges.

6. Proof roll subgrade prior to installing base and remove unsuitable or soft soils.

PROJECT PROGRAM - Page 2

7. Sawcut contraction joints at a maximum spacing of 16’ to a 2” depth. Cut joint as soon as the joint can be cut, without creating spalling at joint.

8. Provide steel trowel finish for all exposed floor surfaces.

9. Wait minimum of 28 days until applying heavy loads such as the hop picker or construction equipment. Or 14 days with two compressive strength tests showing compressive strength of 4,000 psi.

B10 SUPERSTRUCTURE

The structural system must be designed using the following parameters:

Risk Category: II

Live loads: Not used.

Roof Live Loads: Per code. Provide any required allowance for future gutter installation.

Ceiling Dead Loads: Provide 10 psf for lights, wiring and future improvements

Wind loads: Design wind speed: 110 mph; Exposure category C

Snow loads: Ground snow load: 20 psf; Roof exposure: Partially exposed

Earthquake loads: Mapped seismic acceleration parameters: SS: 0.435; S1:0.168; Soil Class: D

B20 EXTERIOR ENCLOSURE

B2010 EXTERIOR WALLS

The primary exterior material of the building will be prefinished metal panels with exposed or concealed fasteners. Minimum 29 gauge or as required for loading and deflection requirements.

Provide translucent white polycarbonate eavelight siding on top 2’-3’ of west wall. Provide trim to standard panels.

Provide minimum 18” overhanging eaves.

Exterior Louvers & Screens Provide exterior louvers and screens, where required, that are detailed to integrate with the architecture of the building, as appropriate to the design of the building.

Exterior Soffits Not required

Insulation Not required

Exterior Coatings Provide field applied exterior coatings for all items that are not prefinished. All paint must be in accordance with the Master Painter Institute (MPI) standards for the exterior architectural surface being finished.

Joint Sealants

PROJECT PROGRAM - Page 3

Provide exterior application of joint sealants to seal joints and prepare for finish material installation. Seal or patch all penetrations.

B2020 EXTERIOR WINDOWS

Not used.

B2030 EXTERIOR DOORS

Provide doors with openings as indicated on drawings. Provide trim for doors and openings. Door location can be adjusted to meet standard manufacturer’s processes.

Swinging doors: Commercial steel doors with keyed hardware for exterior use. Provide commercial keyed deadbolt with cover plate. No windows.

Sliding doors: Exterior mounted sliding doors. Door siding to match building siding. Provide galvanized exterior hardware with wire cutter guard to lock door with padlock.

B30 ROOFING

Provide a complete new prefinished metal roof system design and construction services for the entire facility roof system, and including all necessary ancillary and incidental work necessary for a complete, new, watertight roof system installation. Provide ridge vent. Provide single bubble vapor barrier under roof.

The primary exterior material of the building will be prefinished metal panels with exposed or concealed fasteners. Minimum 29 gauge or as required for loading and deflection requirements.

Exposed sheet metal items must be of the same material. Consider the following as exposed sheet metal: gutters, including hangers; downspouts; gravel stops and fascias; cap, valley, steeped, base, and eave flashings and related accessories.

C10 INTERIOR CONSTRUCTION

C1010 PARTITIONS

Not used

C1020 INTERIOR DOORS

C1030 SPECIALTIES

Fire Extinguishers Provide one 4-A:60-B:C fire extinguisher mounted next to each swinging exterior doors.

Bollard Provide bollard to protect electrical panels and equipment if protruding into building interior more than 6” from main columns.

PROJECT PROGRAM - Page 4

Bollard to be 4” concrete filled steel bollard. Embed minimum 3’ in ground in 1’ diameter concrete filled hole.

C30 INTERIOR FINISHES

C3010 WALL FINISHES

C3020 FLOOR FINISHES

Concrete Floor Requirements: Apply penetrating water based concrete sealer

C3030 CEILING FINISHES

D10 CONVEYING SYSTEMS

D20 PLUMBING

D30 HVAC

Provide ventilation fans as indicated below and on drawings. Provide switches for each set near closest door.

1. 18” fan with min 3,000 cfm at 0 static pressure

2. Single speed

3. Aluminum construction

4. OSHA guards on intake with 1/4" opening

5. Aluminum louver on exterior

Provide exhaust intakes as indicated below and on drawings.

1. 24” size

2. 1/4" mesh screen

3. Aluminum construction

4. Fixed louvers

D3010 ENERGY SUPPLY

PROJECT PROGRAM - Page 5

D3020 HEAT GENERATING SYSTEMS

Not used

D3030 COOLING GENERATING SYSTEMS

Not used

D40 FIRE PROTECTION SYSTEMS

D50 ELECTRICAL

D5010 ELECTRICAL SERVICE & DISTRIBUTION

Provide a main 400-amp 480-volt main distribution service and panel. Provide a secondary transformer to 200-amp 120/240-volt sub panel next to main panel.

Provide an insulated equipment grounding conductor in all raceways for systems operating at greater than 50 volts.

Wiring: All wiring must be in electrical metal conduits. No conductors are permitted to be smaller than No. 12 AWG, copper wires. Wiring below slab or underground must be in Schedule 40 PVC with ground wire. Exposed conduits on the exterior of the building are prohibited.

Provide a ground conductor for each circuit; conduits must not be used as the sole means of grounding.

Outlet Circuits Lighting and outlets must be on separate circuits.

D5020 LIGHTING & BRANCH WIRING

Provide a complete lighting system consisting of exit signs, emergency lighting and overhead area lighting consisting of dimmable light emitting diode (LED) lighting. Provide fixtures evenly spaced to provide a total of 100,000 lumens. Provide three-way switches and dimmers at both doors.

Provide lighted exit signs with emergency lighting at both doors with 90-minute non-lead battery backup.

Provide 20-amp general purpose receptacles at three evenly spaced locations on west and east interior walls.

Provide 20-amp general purpose exterior receptacles at two evenly spaced locations on west and east exterior walls and one on north exterior wall. Provide weatherproof cover for exterior outlets.

Provide 20-amp general purpose receptacle with retractable 3-outlet retractable cord reel mounted on ceiling joist, approximately 6’ from hop picker in center of joist.

Provide commercial exterior security LED lights over 3’ doors with dusk-dawn photocells.

Provide commercial exterior work area LED lights on the north and west sides with switches in

PROJECT PROGRAM - Page 6 interior.

D5030 COMMUNICATIONS & SECURITY

Not used

E10 EQUIPMENT

E1010 COMMERCIAL EQUIPMENT

Contractor shall install Government Hop Picker in location shown on plans.

1. Move hop picker from existing location south of 2084. Use rigging points indicated in photographs. Weight of hop picker is approximately 5.5 tons. Install shims as required for even and level support.

2. Provide 4 each 6.5’ lengths of 6” deep steel beam, W6x12 or heavier to place hop picker on. Paint beams with manufacturer recommended paint for exterior use.

3. Rebuild existing motor control panel with current components and new 3R weatherproof cabinet. UL inspection and label of control panel.

4. Remove existing conduit and wiring to motors. Install new circuits to each of the 5 motors and install local disconnects for each motor.

5. Install remotely located start/stop buttons and emergency stop buttons near vine feed area (east side).

6. Connect hop picker to building power as required for operation. Provide any additional secondary transformers as required.

7. Test hop picker with Government

8. Electrician connecting hop picker must have minimum of 10 years’ experience with connecting and maintaining similar hop pickers.

E20 FURNISHINGS

Not used.

F10 SPECIAL CONSTRUCTION

F20 SELECTIVE BUILDING DEMOLITION

G10 SITE PREPARATION

G1010 SITE CLEARING

G1020 SITE DEMOLITION & RELOCATIONS

PROJECT PROGRAM - Page 7

Saw cut and remove existing concrete for new slab and foundations. Patch broken or spalled edges up to expansion joint to new slab and foundations.

G1030 SITE EARTHWORK

Provide grading so the site will drain away from building. Slope ground away from building for a minimum of 3’. Provide 15’ drivable gravel surface on east, north and west sides of building.

Maximum side slope for drivable surface is 4%. Surface with minimum 4” crushed gravel.

Existing gravel may be reused for drivable surface.

Provide grading up to sliding doors.

Provide materials required in excess of those resulting from excavations from off Government property.

All unsuitable material and surplus excavation is the property of the Contractor and must be disposed of off project site.

G20 SITE IMPROVEMENTS

Bollard

Provide bollards as shown on drawing to protect north sliding door opening. Paint bollard yellow with paint as recommended by manufacturer for intended exterior use.

Bollard to be 4” concrete filled steel bollard. Embed minimum 3’ in ground in 1’ diameter concrete filled hole. Slope concrete to drain at ground level.

G30 SITE CIVIL/MECHANICAL UTILITIES

G40 SITE ELECTRICAL UTILITIES

G4010 ELECTRICAL DISTRIBUTION

Connect to existing power pole shown on drawings for new pad mounted transformer.

Coordinate with Benton PUD to run power underground from indicated pole to transformer location shown. Provide transformer pad, trenching, backfilling and all materials as required by Benton PUD. Contractor shall directly pay all connection fees to Benton PUD. As of 2023, they are estimated at approximately $10,000.

Maintain all existing irrigation lines. Manually pothole to locate irrigation lines and adjust transformer location as required.

Run power underground from pad mounted transformer to building panel at approximate locations shown. Sawcut existing concrete for trenching. Patch with 6” concrete.

Provide new exterior meter sized for main panel mounted on building exterior. Meter is a sub-meter and is not required to be compatible with Benton PUD.

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Agricultural Research Service

4/2 5/2

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04/25/2023

P. LANE

P. LANE

T. GOEBEL

G-01

003001

HOP PICKER BUILDING

USDA AGRICULTURAL RESEARCH SERVICE

FORAGE SEED AND CEREAL RESEARCH UNIT

PROSSER, WA

AREA MAP

LOCATION MAP

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

G-02 SITE PLAN

G-03 BUILDING PLAN

PROJECT

LOCATION

PROJECT

LOCATION

46.25596, -119.73542

10'

EXIST.

EXIST. CONC

EXIST. U

N U

SED

BLD

G

50'

32'

N

EW

H O

P

PIC

KER

BLD

G

APPROXIMATE

LEASE AREA -

NOT SURVEYED

35'-7"

(E) UGP

(E) O

HP

(E) U G

P

(E) OHP

POWER

(E) OHP

(E) OHP

APPROXIMATE

TRANSFORMER

LOCATION

(N) UGP

(N) UGP

(N ) U

G P

(N ) U

G P

APPROXIMATE

LOCATION NEW

UNDERGROUND

POWER

Feet 0 20 40

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Agricultural Research Service

4/2 5/2

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HOP PICKER BUILDING

PACIFIC WEST AREA

24106 N. BUNN RD

PROSSER, WA

SITE PLAN

04/25/2023

P. LANE

P. LANE

T. GOEBEL

G-02

003002

32'

EXIST. 2084

28'

8'

1'-6" 2'-6"

4'

HOP PICKER

NEW 32' x 50' WOOD POLE

BARN WITH NEW CONCRETE

FLOOR, METAL SIDING AND

METAL GABLE ROOF

FUTURE KILN

EL

EC

18" EXHAUST FANS, QTY = 2

MOUNTED APPROX 12' HIGH

ON NORTH OR EAST SIDE OF CORNER

24" AIR INTAKES, QTY = 4

MOUNTED APPROX 12' HIGH

2'

'W x

5'

H O

PE

N

IN

G

SL

ID

IN

G

D O

O R

3' D

O O

R

12'W x 15'H OPENING

SLIDING DOOR

3' D

O O

R 4'

BOLLARD

BOLLARD

18" EXHAUST FANS, QTY = 2

MOUNTED APPROX 12' HIGH

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Agricultural Research Service

4/2 5/2

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HOP PICKER BUILDING

PACIFIC WEST AREA

24106 N. BUNN RD

PROSSER, WA

BUILDING PLAN

04/25/2023

P. LANE

P. LANE

T. GOEBEL

G-03

003003

Feet 0 10 20

Facing south towards building site and building 2084

Facing northwest towards building site

Facing southeast towards building site and building 2084

Facing east towards building site

Facing southwest towards building site and building 2084

Hop picker

Previous lift with rigging points

Rigging points

Rigging points – do not damage sprockets

Rigging points