A04_Rv_7.21.2017_SOW_Hart_Mt.pdf

U.S. Fish and Wildlife Service, Hart Mt. NAR pg. 1

Statement of Work

Design, Fabricate, and Construct Steel Buildings United States Fish and Wildlife Service

Hart Mt. NAR, Lakeview, OR

March 31, 2017 Amendment 1: 21 July 2017

1. General Requirements.

1.1 Provide design, fabrication, and construction for a new turn-key facility located at Hart Mt.

NAR. Design, fabrication, and construction will be for the USFWS – Region 1 Refuges Program. Period of Performance will be from the date of order issuance + 365 Calendar Days;

it is anticipated design, including geo-tech studies, will require a period of three (3) to four (4) months to complete. Demolition of existing McKee pole Barn will be part of this work.

1.2 Refuge Description: The Hart Mt. NAR encompasses more than 278,000 acres of wildlife habitat for pronghorn antelope, California bighorn sheep, mule deer, and sage grouse. It is located in south-central Oregon near the state border with California. Due to the remote location, emergency services, roadside assistance, cell phone coverage, and other services are not readily available. The refuge is open year- round, with some roads closed during winter months. The site is located on the mountain, adjacent to the Refuge Headquarters. Map coordinates are 42d32’55.4”N and 119d39’14.3”W.

1.3 The resulting contract will be a turnkey design-build service for a pre-engineered steel, open span structure, constructed on a concrete slab on grade with electric service for power and lighting.

1.4 Where applicable, comply with the USFWS Region 1 and Region 8 General Engineering Requirements.

2. Scope.

2.1 It is the intent of this project to design, fabricate, and construct a building shell and foundation of approximately 1,600 to 4,000 square feet. The maximum building width is 40-feet. The range for building length is 40feet up to100 feet. Building is intended to be the full 40’x100’ when all bays are constructed. Established building eave height is minimum 14-feet.

The building is to be rectangular with a minimum 4:12 roof slope with overhangs. The floor is to consist of a concrete slab on grade. Lighting is required to comply with National Fire Protection Association (NFPA) 101 Life Safety Code. All fabricated building products are to be manufacturer’s standard quality designed to be used for the specified building system.

2.2 Summary Technical Requirements:

A. Substructure:

a. Foundations: Conventional spot, strip, or spread concrete footings. Minimum specified compressive strength of concrete is 4000 psi at 28 days.

U.S. Fish and Wildlife Service, Hart Mt. NAR pg. 2

B. Slab On Grade:

a. Provide concrete slab on grade over well graded 3/4-inch minus crushed rock. Slab minimum 6-inches thick with steel rebar reinforcement. Concrete minimum 4000 psi at 28-days. Hard steel trowel finish. Place, consolidate, finish, and cure 6-inch thick concrete slab-on-grade on top of 3/4-inch minus gravel. Slab shall be sloped away from towards overhead doors toward rear of building and outside corners. Provide control joints and expansion joints as required to prevent surface cracking.

b. Provide an exterior concrete slab-on-grade sloped apron measuring approximately 5 feet wide by 40-100 feet long, broom –finished at each door opening. Apron shall be 6-inches thick, with expansion/control joints, and be reinforced. Also provide 4’x 4’ stoop at each exit door.

C. Bollards:

a. Provide (4) exterior and (4) interior bollards at garage overhead door locations.

Center the bollards along the line of the building envelope penetrations to protect overhead door framing, siding, and trim.

D. Shell:

a. General: Provide a nominal 1,600-4000 square foot (ABA compliant) steel framed building, with 4:12 gable metal roof. Design structure to meet local wind, seismic, and gravity loads.

b. Exterior walls: Manufacturer’s standard wall assembly with 29 26 gauge coil coated sheet metal siding; exposed fasteners. Color as selected from manufacturer’s standard palette. Elevation on one side will have framed openings for future option overhead doors.

c. Roof Structure: Manufacturer’s steel frame roof structure design to meet and resist current code required snow and roof live loads. Established roof eave height is 14-feet. Provide 6-8” overhang at rake. Provide 14” overhang at all other eaves.

Apply passive type snow break details at roof above exits and overhead garage door openings.

d. Roof Membrane: Coil coated ribbed sheet metal, minimum 29 26 gauge with exposed fasteners. Provide associated trims and flashings.

e. Roof Finish: Manufacturer’s Energy Star equivalent heat reflective metal roof finish.

f. Ventilation System: As required by code for partially enclosed buildings. Provide ridge and gable vents per manufacturer’s standard application.

E. Exit Doors:

U.S. Fish and Wildlife Service, Hart Mt. NAR pg. 3

a. Exit Doors and Frames: (locate at gable ends within 10’ from corners)

i. Doors: Comply with SDI/ANSI 100/250.8. Provide one door each for up to

2,000 SF of building - 3070 Doors consisting of tempered safety glass and 1- 3/4-inch thick hollow metal measuring 3-feet by 7-feet; level 3; performance level A; Model 1. Provide doors factory primed suitable for field finish.

Provide doors complete with hinges, closer with hold open option, threshold, door bottom sweep, and weather stripping. Provide 18”x24” tempered safety glass in 3070 Exterior Doors.

ii. Frames: Comply with SDI/ANSI 100/250.8. Level 4 steel thickness.

Provide doors factory primed suitable for field finish.

iii. Door Hardware: Applies to all swing doors. Hardware to be industrial grade designed for Best Lock core systems. Provide minimum 3 hinges, closer with hold open device, entrance lock with lever handle, lock guard, weather stripping, and threshold.

F. Openings for Future Overhead Garage Doors:

a. Provide structural support and framed openings, including rails, for future commercial grade, standard lift, overhead sectional doors, to be manual/ chain operated. Future doors will measure 12-feet high by 12 feet in width. Assume one opening per bay along one side. Coordinate with suspended lighting system to not obstruct future doors. (Future doors shall be provided as an additive option in the initial bid proposal.)

G. Interiors:

a. Exposed structure at walls and roof. Provide moisture protection barrier insulation below roof to prevent condensation build-up and drip conditions.

b. Provide sealed concrete at floor using lithium or sodium silicate based sealers.

c. Provide shear wall bracing as needed to meet seismic and wind load conditions.

H. Services to include duplex outlets, switches, and light fixtures:

a. Primary Service – 100 Amp 120/240 VAC, single phase service, buried underground, from nearby transformer – assume 40 yard distance.

b. Distribution of Convenience Outlets – Provide 20 amp circuits and wiring devices.

Typical outlet is a GFCI duplex outlet mounted 4 feet above finished floor with exposed rigid conduit feeds. Conductors shall consist of copper. Include UL listed wiring devices. Provide duplex outlets at 20’ O.C. interior and a minimum of two Weatherproof GFCI Duplex Outlets at building exterior.

c. Interior Lighting – T5 or T3 HO fixtures suspended to develop 25 feet candle at 30-inches above finish floor. Provide EXIT lights with Emergency battery pack lights at each exit door(s).

d. Exterior Lighting – Provide 100 watt compact fluorescent wall packs at each exit door. Provide two-way exterior lights on photo cell and timer above door(s).

e. Provide electrical layout in accordance with local code and customer requirements.

U.S. Fish and Wildlife Service, Hart Mt. NAR pg. 4

I. Site Work:

a. Grading and preparation of site as required. Prepare area for concrete slab. Grade driveway access and adjacent parking area to 30’ (on three sides) to slope away from structure after completion of work.

J. Demolition of Pole Barn:

a. McKee Barn is located at the McKee Ranch near Plush, OR. Built in 1904, on a loose rock foundation, some siding on walls is wood board or corrugated metal.

There are no utilities to demolish. Asset # is 10006107 and barn is approximately 1,366 sf.

b. Demolish and remove all debris from site. Grade to level.

K. Additive #1 Additional 20’x40’ Bay:

a. Provide integral additional 20’x40’ bay to original layout, up to three bays.

L. Additive #2 Overhead Doors:

a. Provide only one door per bay manual operation overhead door 12’x12’ to be manufacturer’s standard specification and to be installed by owner.

M. Additive #3 Gutters and Downspouts:

a. Provide and install gutters and downspouts running parallel to longitudinal building walls. Provide drainage system at corners and mid-points and at grade to divert rainwater around entry aprons/slab to lower elevation run-offs.

N. Additive #4 Windows:

a. Provide and install six(6) 3-feet wide by 4-feet high fixed tempered glass, metal frame windows. Locate one each adjacent to person entry doors and four on walls opposite bay doors, mounted at 36” AFF sill height.

2.3 Product Specifications at Time of Bid:

Provide Butler Building or equal to meet all national and local building codes and standards.

Submit product data and erection drawings, signed by a professional engineer, registered to practice in Oregon and/or Nevada. Provide certifications for manufacturer and all parties involved in the project to be accredited for IAS standards and IBC Building Code. Provide a 25 minimum one year warranty for weather tightness, perforation, or corrosion of metal panels and durability of paint finish. Identify calculations for roof live load, roof dead load, roof snow load, building wind load, seismic load and collateral load. Determine roof slope as appropriate for location of structure and to meet all applicable codes. Final product shall be a fully finished, turn-key structure with power and lighting that meets all applicable building codes.

3. Deliverables.

U.S. Fish and Wildlife Service, Hart Mt. NAR pg. 5

Submit the following items in .pdf or .dwg format, where applicable.

Submittal Item Number of Copies

C on st ru ct io n D oc um en ts

C on st ru ct io n D oc um

Fi na l C on st ru ct io n D oc um

Project Schedule One (1) Electronic Copy (.pdf Format) 10 days after NTP and revised at intervals_

X X

Drawings and Specifications Two (2) Electronic Copies (.pdf / .dwg Format);

Two (2) Full-size Hardcopy Sets; One (1) Full- Size, Reproducible Hardcopy X X X

Installation Manual One (1) Electronic Copy (.pdf Format) Building Code Check - NFPA 101 and IBC

One (1) Electronic Copy (.pdf Format) X

Final Design Calculations One (1) Electronic Copy (.pdf Format) X X X Safety Checklists One (1) Electronic Copy (.pdf Format) X Warranty for complete assembly, including finishes, for 25 years minimum

Two (2) Hard Copies and one (1) electronic copy of manufacturer’s signed warranties

4. General Requirements.

Quality Assurance

A. Implement a QA / QCP to verify products and services are free of errors or omissions during design, fabrication, and delivery. Use internal QA / QCP procedures and adapt the procedures to the specifics of the contract.

Submittal Reviews

A. Provide electronic copies of submittals for USFWS review and approval / disapproval per schedule above and prior to fabrication. Distribute submittals via email. The Engineering POC, COR, and Facility Coordinator have 10 working days to provide a response to each submittal.

Communications

A. Direct contracting-related inquiries in writing or electronically to the CO during the pre-solicitation, solicitation, and contract period of performance. Direct technical-related inquiries in

U.S. Fish and Wildlife Service, Hart Mt. NAR pg. 6 writing or electronically to the COR. All communications must be clearly dated for submittal and response time required.

B. Notify the CO and COR of potential changes or modifications impacting schedule, scope and cost.

C. Change Orders which can impact scope or cost require Contracting Officer’s Review and

Approval/Disapproval.

Codes and Standards

A. All work shall be done in accordance with all applicable International Code Council (ICC) Codes

(e.g. International Building Code (IBC), International Plumbing Code (IPC), NFPA 70 (National Electrical Code) and NFPA 101 (Life Safety Code), as well as other applicable State or local regulations. In the event of a conflict, the most stringent code requirement shall apply.

5. Inspection and Acceptance.

A. Submit Design submittals for review and approval.

6. Invoicing and Payment.

A. Supply invoices monthly in accordance with FAR Clause 52.232-10. Invoices will reflect the actual work performed at the time of submission showing enough detail to identify work task completion percentages.

B. Prior to submitting invoices into the Invoice Processing Platform (IPP), invoices shall be electronically submitted to the COR for review approval / disapproval, following the format of Paragraph (a)(2) of FAR Clause 52.232-26. Approval and authorization for payment upload will be confirmed by receipt of the COR’s digital signature.

C. Contractor will not invoice between September 20th through October 20th due to the seasonal government financial system closure.

7. Government Availability.

Government is available Monday thru Friday from 7:30 AM to 4:00 PM (Pacific Daylight Time), excluding federal holidays. Availability outside the dates / hours shall be coordinated with the Refuge POCs at least two business days in advance.

8. Government Furnished Materials.

A. USFWS Region 1 and 8 General Engineering Requirements

B. Identified Project Areas

9. Authorities Having Jurisdiction.

USFWS, Regional Engineer.

Gary Blefgen (D): 503-231-6142

U.S. Fish and Wildlife Service, Hart Mt. NAR pg. 7 gary_blefgen@fws.gov

10. Points of Contact.

A. Administrative POC:

Contracting Officer 911 NE 11th Avenue Portland, OR 97232

Cindy_salazar@fws.gov 503-231-2832 (Desk)

B. Project Leader:

U.S. Fish and Wildlife Service Sheldon-Hart Mt. NWR Complex

20995 Rabbit Hill Road, PO Box 111 Lakeview, OR 97630

Attn: Shannon Ludwig

Shannon_ludwig@fws.gov

(Office)541-947-3315 x 225

C. Facility Coordinator:

U.S. Fish and Wildlife Service Hart Mt. National Antelope Refuge Attn: Brian Day

Brian_day@fws.gov (Office) 775-941-0200

D. Contracting Officer’s Representative (COR) POC:

U.S. Fish and Wildlife Service Division of Engineering 911 NE 11th Avenue Portland, Oregon 97232-4181 Attn: Deborah Neel deborah_neel@fws.gov

(Desk)503-231-2047 mailto:alice_hanley@fws.gov mailto:steve_fox@fws.gov mailto:deborah_neel@fws.gov