RFQ_No_AG-05M6-S-16-0030.pdf

REQUEST FOR QUOTATION PAGE OF PAGES

(THIS IS NOT AN ORDER) THIS RFQ IS IS NOT A SMALL BUSINESS SET- ASIDE 1 64

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT.DEF. RATING

AG-05M6-S-16-0030 5/24/2016 801438 UNDER BDSA REG. 2

AND/OR DMS REG. 1 Not Rated

5a. ISSUED BY 6. DELIVER BY (Date) USDA Forest Service Mt. Baker-Snoqualmie National Forest Attn: Brian A. Johnson, Contracting Officer 2930 Wetmore Avenue Suite 3A Everett, WA 98201

5b. FOR INFORMATION CALL (NO COLLECT CALLS) 7. DELIVERY FOB DESTINATION NAME TELEPHONE NUMBER OTHER (See Schedule)

AREA CODE NUMBER 9. DESTINATION

Brian A. Johnson (425) 783-6053 a. NAME OF CONSIGNEE

8. TO:

a. NAME b. COMPANY b. STREET ADDRESS

c. STREET ADDRESS c. CITY

d. CITY e. STATE f. ZIP CODE d. STATE e. ZIP CODE

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5A ON OR

BEFORE CLOSE OF BUSINESS

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in BLOCK 5A.

This request does not commit the Government to pay any costs incurred in the preparation of the

16 June 2016 at 3:30 PM (Pacific) submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT

PRICE

AMOUNT

(a) (b) (c) (d) (e) (f)

Mt. Baker-Snoqualmie National Forest Heather Meadows Visitor Center Building

Re-Roof and Chimney Re-Build

Do Not Enter Prices Here

See Schedule of Items

E-mail Quote to:

Brian A. Johnson Bajohnson03@fs.fed.us

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

12. DISCOUNT FOR PROMPT PAYMENT NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER 14. SIGNATURE OF PERSON AUTHORIZED TO 15. DATE OF

a. NAME OF QUOTER SIGN QUOTATION QUOTATION

DUNS:_______________

b. STREET ADDRESS 16. SIGNER

a. NAME (Type or print) b. TELEPHONE

c. COUNTY AREA CODE

d. CITY e. STATE f. ZIP CODE c. TITLE (Type or Print) NUMBER

NSN 7540-01-152-8084

Previous edition not usable

18-121 STANDARD FORM 18 (Rev. 6-95) Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

RFQ No. AG-05M6-S-16-0030 Heather Meadows Visitor Center Re-Roof and Chimney Re-Build Page 1 of 64 mailto:Bajohnson03@fs.fed.us bajohnson03 Highlight

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

HEATHER MEADOWS VISITOR CENTER BUILDING RE-ROOF AND CHIMNEY RE-BUILD

Mt. Baker-Snoqualmie National Forest

Glacier, Washington (Whatcom County)

B.1 SCHEDULE OF ITEMS

ITEM ITEM EST. PAY UNIT TOTAL

NO. DESCRIPTION QTY UNIT PRICE AMOUNT

01 Re-Roof Heather Meadows 1 LS $_______ $_______ Visitor Center Building

02 5/8” Plywood Decking 1 LS $_______ $_______

03 3” Diameter Wood Window Trim 100 LF $_______ $_______

04 4” Diameter Wood Roof Framing 200 LF $_______ $_______ Members Exposed

05 4” Diameter Rafters Flattened 200 LF $_______ $_______ Members Exposed

06 6” Diameter Exterior Wood 50 LF $_______ $_______ Truss Detail

07 Re-Build Rock Chimney 1 LS $_______ $_______ (Remove rock chimney to the roof line and re-build)

Total Price: $__________

LF = Linear Foot; LS = Lump Sum

B.2 INCIDENTAL PAINTING

Specification Section 09 90 00 PAINTING is included with this project, but the painting scope of work is insignifcant and no additional measurement or payment will be made.

B.3 BASIS OF AWARD

One contract will be awarded to the responsive, responsible bidder offering the lowest total acceptable bid. Where extended unit prices do not agree with totals or subtotals shown by bidder, the unit prices shall govern except as provided under Federal Acquisition Regulation 14.406, Mistakes in Bids.

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SECTION C – DESCRIPTIONS/SPECIFICATIONS/STATEMENT OF WORK

C.1 STATEMENT OF WORK

The purpose of this contract is to re-roof the Heather Meadows Visitor Center Building on the Mt. Baker Ranger District throughout the Mt. Baker-Snoqualmie National Forest. Work includes tear off of an existing cedar shake roof, flashing, rotten exterior roof truss members and trim, remove and re-install existing rock chimney on the building. Installation of new flashing, plywood decking, new ridge vents and new polymeric Shake Roof System similar to Brava Shake Tile (or equal). The total roof area of the building is estimated to be 4,000 square feet. The contractor must visit the project location to verify dimensions, existing conditions, etc. (See enclosed photograph).

C.2 PROJECT LOCATION

The Heather Meadows Visitor Center is located on the Mt. Baker Highway, State Route 542 in the Austin Pass area of Heather Meadows. The area is at mile post 54. Highway 542 is reached via Interstate 5-exit at Bellingham or State Route 9 at that heads north off of State Route 20 at Sedro-Woolley.

Heather Meadows Visitor Center is 30 miles east from Glacier Public Service Center.

Mt. Baker Ranger District Glacier Public Service Center 1094 Mt. Baker Highway .

Glacier, WA 98244

C.3 SITE VISIT & TECHNICAL POINTS OF CONTACT

Arrangements to view the building may be made by contacting Jessica McAloon at (360) 854-2602 or e-mail jmcaloon@fs.fed.us, Monday through Friday. For technical questions contact Thomas Warter at

(425) 783-6082 or e-mail twarter@fs.fed.us. For contractual questions contact the contracting officer identified on Page 1 of this Request for Quotation (RFQ).

C.4 WARRANTY PERIOD

Warranty workmanship and materials against leakage for 5 years. Materials shall be guaranteed for 40 years minimum.

C.5 CONSTRUCTION INFORMATION

The restroom is located in the parking lot and available for contractor use.

Work may proceed daily between 7:00 AM and 7:00 PM and all work shall be performed Monday through Thursday.

Water and electricity relating to contract operations are not available at the site.

Radio, CD player, etc. playing audibly are prohibited during all phases of construction.

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The Heather Meadows Visitor Center will be open to the public, government employees, and volunteers during all phases of construction.

The contractor shall take all necessary steps to ensure that their personnel on the job-site conduct themselves in a professional manner. Any personnel observed not conducting themselves in such a manner will be removed from the project and replaced with another qualified professional by the contractor at the request of the contracting officer (CO) / contracting officer’s representative (COR) without delay.

Other contractors working on the building or in the vicinity shall be cooperated with. Any delays caused by interruption must be brought immediately to the attention of the CO / COR (refer to FAR 52.236-8 in Section H – Special Contract Requirements).

The Heather Meadows Visitor Center Building is open to the public from July 4th through September 18.

Due to the elevation of the project extreme weather during fall may impact the construction schedule if the project is not completed within the timeframe cited in Section F – Deliveries or Performance.

C.6 EXISTING CONDITIONS

The building was constructed in early 1930’s and listed as a National Historic Building. The existing cedar shakes are applied over nominal 1” x 8” T & G wood decking in good condition. The decking is anticipated to be in generally sound condition. The contractor shall not cover the decking until assessed by the Government. The COR or designated inspector will issue a work order indicating approval to proceed.

Roof pitch is 9:12. The roof eave is about 25 feet above the ground. Interior roof truss includes 4” dia.

roof joists at 24” oc., Flattened 4” dia. rafters at 48” oc., 8” dia. wood truss members and 12” dia.

bottom cord of wood truss at 6’ oc. Interior roof truss members are made from hand sawn materials and utilize a mix of timber frame and conventional joinery.

C.7 SAFETY PRECAUTIONS

Contractor shall comply with OSHA and WAC 296-155 Safety Standards for Construction Work.

Safety belts and lifelines shall comply with WAC ladders and scaffolds shall comply with WAC 296-155 Part J.

Contractor personnel shall use protective devices to prevent slipping and falling from the roof. Devices may include shingling foot locks, lifelines, crawling boards, hooked ladders or any other Washington State Department of Labor and Industries approved devices to furnish protection.

Safety belts and lifelines will be required for all personnel including government inspectors, on the roof.

Roofing supplies will be delivered to the roof by progressive scaffolding, stairs or hoisting device.

Demolition and roofing operations on projecting eaves and gabled ends will be conducted from scaffolding or mobile lift platforms.

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Any alternate means of meeting safety requirements proposed by the contractor will be reviewed and approved in advance by the COR.

The contractor shall take all necessary precautions for the safety of employees and public on the job and shall comply with all applicable provisions of Federal, State and Municipal Safety laws and building codes to prevent accidents or injury to persons on, about or adjacent to the premises where the work is being performed. Contractor shall erect and properly maintain at all times, as required by the conditions and progress of his/her work, all necessary safeguards for the protection of workmen and the public and shall post danger signs warning against the hazards created by such features of construction as protruding nails, hoists, scaffolding, and falling materials; and contractor shall designate a responsible member of their organization on the job, whose duty shall be the prevention of accidents. The contractor shall report the name and position of the person so designated to the COR.

Contractor shall provide three (3) copies of all applicable Material Safety Data Sheets (MSDS). Two shall be provided to the COR and one shall be posted on the job site at all times.

C.8 ROOF TEAROFF

Remove and dispose all existing wood shake from the roof and all nails.

Remove and dispose rotten rafters, strut and collar.

Provide plastic or cloth drop sheets to catch nails and roofing debris or sweep pavement daily to remove all debris.

Provide dumpster containers or truck beds to accumulate debris. Remove roofing debris from the site daily during demolition. Dispose of material properly off the site.

C.9 EXTERIOR ROOF TRUSS REMOVAL

Remove and dispose 3” Diameter rotten wood window trim

Remove and dispose 4” Diameter rotten wood framing member exposed

Remove and dispose 6” Diameter rotten exterior wood truss detail

C.10 ROCK CHIMNEY REMOVAL

Remove all existing chimney rocks to the rooflines. Clean and chip off existing mortars save the chimney’s rocks for re-use. Provide a plastic or cloth drop sheets to catch mortar and rock debris or sweep pavement daily to remove debris.

C.11 WEATHER PROTECTION

Provide weather protection for exposed areas during roof removal/replacement by covering when rain threatens and nightly with tarps when exposed.

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C.12 ROOFING MATERIALS

In order to maintain the historic preservation of the building and to comply with the National Historic Preservation Act of 1966 (as amended) and 36 CFR Part 800, the Washington State Department of Archaeology & Historic Preservation Office (SHPO) recommends the use of the following brand name (or equal) product:

Name: Brava Shake Tile or Equal Website: http://www.bravarooftile.com

Color: Aged Cedar Shake Width: 5”, 7” and 12” Exposure: 10” Thickness: 3/8” – 5/8” Fire Rating: Class A Impact Resistance: Class 4 Finish: Flat (non-glossy) Minimum Warranty: 50 Years

NOTE: The above color, width, exposure, thickness, fire rating, impact resistance, finish and warranty period are considered the “salient characteristics” for the “or equal” product.

Contractor must submit the roofing sample to Contracting Officer for approval prior to installation of the roof. Contractor shall follow all manufacturer’s installation guidelines.

IMPORTANT: If your company intends on submitting an “or equal” product, be sure and adhere to the requirements of FAR 52.211-6 Brand Name or Equal provision provided by reference in Section L, Paragraph L-1.

C.13 ROOF INSTALLATION

Flashing Material: Metal flashing is required on gable ends and eaves. An overhanging drip edge is recommended on gable ends and eaves. Flashings should be used around all roof projections, such as walls, chimneys, vent pipes, etc. Flashing materials: Stainless steel or galvanized iron.

Underlayment: A minimum one layer of #30 felt underlayment must be installed over the entire roof except in areas covered by ice and water shield. Ice and water shield should be installed on all eaves, valleys gable ends, and all roof projections.

Nails: Non-Corrosion stainless-steel type (304 or 316) or hot-dipped zinc coated roof nails with two 1/8” diameter head x 2” ring shank in length. Nails shall be long enough but not to penetrate through the skip sheathing. No nails shall be exposed.

Decking: 5/8” plywood decking

Valleys - Minimum recommendations: 24-26 Galvanized Corrosion resistant metal:

• Stainless Steel

• Color Clad Steel

• Color Clad aluminum

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Shake Installation - Manufacturer’s recommendations: Follow guidance contained in the "Cedar Shake and Shingle Bureau Design and Application Manual" during roofing construction. Lay the shakes with 9” - 10" weather exposure. Be sure to follow the manufacturer’s installation requirements for all other applications and to refer to local building code requirements.

Roof Venting: Top ridge roof vent per roofing manufacturer’s recommendations.

C.14 EXTERIOR WOOD TRUSS INSTALLATION

Install new 3” Diameter wood window trim match existing members;

Install new 4” Diameter wood framing members exposed match existing members;

Install new 4” Diameter rafters flattened members exposed math existing members; and Install new 6” Diameter exterior wood truss detail match existing members.

C.15 CHIMNEY INSTALLATION

Flashings and Boots: Use ASTM A361 26 gauge thick steel with minimum 1.25 Oz/SF Galvanized coated factory prefinished flashings. Use new flashing grouted into the chimney and install new step flashing properly interwoven with roof panels. Re-use existing rocks to re-build the chimney; Missing rocks shall be replaced with new rocks in-kind.

C.16 CLEANUP

Remove all excess materials and debris from the project site daily.

C.17 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.

C.18 AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS

(FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

C.19 CONTRACT PRODUCTS AND MATERIALS

The Buy American Act applies to this contract with no exceptions (refer to Section I, Paragraph I.2 FAR 52.225-9 Buy American Act-Construction Materials). Brand names shown in this contract are not required brands but supplied products and materials are to be similar in material, quality, and appearance of those brands shown.

C.20 BIOBASED PRODUCTS

The Contractor must comply with Section 9002 of the Farm Security and Rural Investment Act of 2002 (FSRIA), Executive Order (EO) 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” and the Federal Acquisition Regulation to provide biobased products.

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The Contractor shall utilize products and material made from biobased materials (e.g., insulating foam, composite panels, and concrete and asphalt release fluids) to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in the performance of work described herein are subject to the approval of the Contracting Officer Representative (COR).

The following is an example list of products that may be used in this contract for minor construction for which biobased products are available. The list is not all inclusive. It is desirable that vendors be able to supply the greatest number of biobased products listed meeting the health and environmental specifications.

Graffiti and grease removers Insulation foam

Concrete and asphalt release fluids Fluid-filled transformers Wood and concrete sealers Composite panels Adhesive and mastic removers Carpets Roof coating Hydraulic fluid Diesel fuel additives Greases

Dust suppressant 2-cycle engine oil Absorbents

Biobased products that are designated for preferred procurement under USDA’s BioPreferred program must meet the required minimum biobased content as stated in the USDA Final Rule available at www.biopreferred.gov. The Contractor should provide data for their biobased products such as biobased content and source of biobased material.

In addition to the biobased products designated by the U.S. Department of Agriculture in the BioPreferred Program, the Contractor is encouraged to use other commercially available biobased products.

The awarded Contractor on each anniversary date of the contract shall compile a complete list of biobased products, including the information above, purchased to carry out the contract requirements.

The Contractor shall list volume to be used and total cost for each individual product. This information will be used for reporting purposes.

The Contractor shall comply with the provision at FAR 52.223-1, Biobased Product Certification.

The Contractor shall comply with the clause at FAR 52.223-2, Affirmative Procurement of Biobased Products Under Service and Construction Contracts.

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SECTION D--PACKAGING AND MARKING

D.1 MARKING REQUIRED ON OFFICIAL CORRESPONDENCE

The government singularly identifies each project with a contract number at time of award. The contract number is a unique identifier to purposely and permanently represent an awarded project. The government issued contract number shall be be referenced by the contractor on all official communications to the government, e.g. letters, certified payrolls, e-mails, submittals, etc., starting upon notice of award.

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SECTION E--INSPECTION AND ACCEPTANCE

E.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this address:

https://www.acquisition.gov/?q=browsefar

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-12 Inspection of Construction (AUG 1996)

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SECTION F--DELIVERIES OR PERFORMANCE

F.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available.

Also, the full text of a clause may be accessed electronically at this address:

52.242-14 Suspension of Work (APR 1984)

F.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than sixty (60) calendar days. The time stated for completion shall include final cleanup of the premises.

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SECTION G--CONTRACT ADMINISTRATION DATA

G.1 AGAR 452.215-73 POST AWARD CONFERENCE (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held within 15 days after the date of contract award. The conference will be held at: A location determined by the government and contractor.

G.2 DESIGNATION OF CONTRACTING OFFICER’S REPRESENTATIVE

The Contracting Officer will designate a Contracting Officer's Representative (COR) at the time of contract award.

The COR is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.

The Contracting Officer should be informed as soon as possible of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the COR provided they do not affect the delivery schedule or performance period stated in the contract).

On all matters that pertain to the contract terms the Contractor must communicate with the Contracting Officer. Whenever, in the opinion of the Contractor, the COR requests effort outside the scope of the contract, the Contractor should so advise the COR. If the COR persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.

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SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 FAR 52.236-8 OTHER CONTRACTS (APR 1984)

The Government may undertake or award other contracts for additional work at or near the site of the work under this contract. The Contractor shall fully cooperate with the other contractors and with Government employees and shall carefully adapt scheduling and performing the work under this contract to accommodate the additional work, heeding any direction that may be provided by the Contracting Officer. The Contractor shall not commit or permit any act that will interfere with the performance of work by any other contractor or by Government employees.

H.2 FAR 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES,

EQUIPMENT, UTILITIES, AND IMPROVEMENTS (APR 1984)

(a) The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work sites, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workman, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by Contracting Officer.

(b) The Contractor shall protect from damage all existing improvements and utilities (1) at or near the work site and (2) on adjacent property of a third party, the location of which are made know to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

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PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

(FAC Number/Effective Date: 2005-88 / 05-16-2016)

I.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at these addresses:

www.usda.gov/procurement/policy/agar.html

52.204-9 Personal Identity Verification of Contractor Personnel (JAN 2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (OCT 2015) 52.204-13 System for Award Management Maintenance (JULY 2013) 52.204-18 Commercial and Government Entity Code Maintenance (JULY 2015)

52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (OCT 2015) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015) 52.211-18 Variation in Estimated Quantity (APR 1984)

52.219-6 Notice of Total Small Business Set-Aside (NOV 2011) 52.219-28 Post-Award Small Business Program Rerepresentation (JULY 2013) 52.222-3 Convict Labor (JUNE 2003) 52.222-6 Construction Wage Rates Requirements (MAY 2014) 52.222-7 Withholding of Funds (MAY 2014) 52.222-8 Payrolls and Basic Records (MAY 2014) 52.222-9 Apprentices and Trainees (JULY 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988) 52.222-11 Subcontracts (Labor Standards) (MAY 2014) 52.222-12 Contract Termination - Debarment (MAY 2014)

52.222-13 Compliance with Construction Wage Rates Requirements and Related Regulations (MAY 2014)

52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (MAY 2014)

52.222-20 Contracts for Materials, Supplies, Articles, and Equipment Exceeding $15,000

(MAY 2014)

52.222-21 Prohibition of Segregated Facilities (APR 2015) 52.222-26 Equal Opportunity (APR 2015) 52.222-27 Affirmative Action Compliance Requirements for Construction (APR 2015) 52.222-36 Equal Opportunity for Workers with Disabilities (JULY 2014)

52.222-50 Combating Trafficking in Persons (MAR 2015) 52.222-55 Minimum Wages Under Executive Order 13658 (DEC 2015)

52.223-3 Hazardous Material Identification and Material Safety Data (JAN 1997) 52.223-5 Pollution Prevention and Right-to-Know Information (MAY 2011) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (AUG 2011)

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52.225-13 Restrictions on Certain Foreign Purchases (JUNE 2008) 52.227-4 Patent Indemnity -- Construction Contracts (DEC 2007) 52.228-2 Additional Bond Security (OCT 1997) 52.228-11 Pledges of Assets (JAN 2012) 52.228-12 Prospective Subcontractor Requests for Bonds (MAY 2014)

52.228-14 Irrevocable Letter of Credit (NOV 2014) 52.232-5 Payments under Fixed-Price Construction Contracts (MAY 2014)

52.232-18 Availability of Funds (APR 1984) 52.232-23 Assignment of Claims (MAY 2014)

52.232-27 Prompt Payment for Construction Contracts (MAY 2014) 52.232-33 Payment by Electronic Funds Transfer – System for Award Management (JULY 2013)

52.232-39 Unenforceability of Unauthorized Obligations (JUNE 2013) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors (DEC 2013) 52.233-1 Disputes (MAY 2014) 52.233-3 Protest after Award (AUG 1996) 52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004) 52.236-2 Differing Site Conditions (APR 1984)

52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984) 52.236-5 Material and Workmanship (APR 1984) 52.236-6 Superintendence by the Contractor (APR 1984)

52.236-7 Permits and Responsibilities (NOV 1991) 52.236-8 Other Contracts (APR 1984) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and

Improvements (APR 1984) 52.236-10 Operations and Storage Areas (APR 1984) 52.236-11 Use and Possession Prior to Completion (APR 1984) 52.236-12 Cleaning Up (APR 1984) 52.236-13 Accident Prevention (NOV 1991) 52.236-14 Availability and Use of Utility Services (APR 1984) 52.236-15 Schedules for Construction Contracts (APR 1984) 52.236-16 Quantity Surveys (APR 1984), Alternate I (APR 1984)

52.236-17 Layout of Work (APR 1984) 52.236-21 Specifications and Drawings for Construction (FEB 1997)

52.236-26 Preconstruction Conference (FEB 1995) 52.243-5 Changes and Changed Conditions (APR 1984)

52.244-6 Subcontracts for Commercial Items (FEB 2016) 52.245-1 Government Property (APR 2012) 52.245-9 Use and Charges (APR 2012) 52.246-21 Warranty of Construction (MAR 1994) 52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short From) (APR 1984) 52.249-10 Default (Fixed-Price Construction) (APR 1984) 52.253-1 Computer Generated Forms (JAN 1991)

AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES

452.232-70 Reimbursement for Bond Premiums – Fixed-Price Construction Contracts (NOV 1996)

452.236-71 Prohibition Against the Use of Lead-Paint (NOV 1996) 452.236-72 Use of Premises (NOV 1996)

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452.236-73 Archeological or Historic Sites (FEB 1988) 452.236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996) 452.236-76 Samples and Certificates (FEB 1988) 452.236-77 Emergency Response (NOV 1996)

I.2 FAR 52.225-9 BUY AMERICAN—CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. As used in this clause— “Commercially available off-the-shelf (COTS) item”—

(1) Means any item of supply (including construction material) that is—

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.

“Component” means an article, material, or supply incorporated directly into a construction material.

“Construction material” means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

“Cost of components” means—

(3) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(4) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

“Domestic construction material” means—

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if—

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

“Foreign construction material” means a construction material other than a domestic construction material.

“United States” means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

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(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows: NONE

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that—

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American statute.

(1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including—

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material.

However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

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(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

FOREIGN AND DOMESTIC CONSTRUCTION MATERIALS PRICE COMPARISON

Construction Material Description Unit of Measure Quantity Price (Dollars)* Item 1:

Foreign construction material _______ _______ _______ Domestic construction material _______ _______ _______

Item 2: _______ _______ _______ Foreign construction material _______ _______ _______ Domestic construction material [List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.] [Include other applicable supporting information.] [* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).]

I.3 FAR 52.228-13 ALTERNATIVE PAYMENT PROTECTIONS (JULY 2000)

(Applicable to Contracts >$35,000 but <$150,000)

(a) The Contractor shall submit one of the following payment protections:

• A Payment Bond; or

• An Irrevocable Letter of Credit.

(b) The amount of the payment protection shall be 100 percent of the contract price.

(c) The submission of the payment protection is required within 10 days of contract award.

(d) The payment protection shall provide protection for the full contract performance period plus a one-year period.

(e) Except for escrow agreements and payment bonds, which provide their own protection procedures, the Contracting Officer is authorized to access funds under the payment protection when it has been alleged in writing by a supplier of labor or material that a nonpayment has occurred, and to withhold such funds pending resolution by administrative or judicial proceedings or mutual agreement of the parties.

(f) When a tripartite escrow agreement is used, the Contractor shall utilize only suppliers of labor and material that signed the escrow agreement.

I.4 AGAR 452.228-70 ALTERNATIVE FORMS OF SECURITY (NOV 1996)

If furnished as security, money orders, drafts, cashier’s checks, or certified checks shall be drawn payable to: USDA Forest Service.

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I.5 FAR 52.215-8 ORDER OF PRECEDENCE—UNIFORM CONTRACT FORMAT (OCT 1987)

Any inconsistency in this solicitation or contract shall be resolved by giving precedence in the following order:

(1) The Schedule (excluding the specifications).

(2) Representations and Other Instructions.

(3) Contract Clauses.

(4) Other Documents, Exhibits, and Attachments.

(5) The Specifications.

I.6 FAR 52.223-2 AFFIRMATIVE PROCUREMENT OF BIOBASED PRODUCTS UNDER

SERVICE AND CONSTRUCTION CONTRACTS (SEPT 2013)

(a) In the performance of this contract, the contractor shall make maximum use of biobased products that are United States Department of Agriculture (USDA)-designated items unless—

(1) The product cannot be acquired—

(i) Competitively within a time frame providing for compliance with the contract performance schedule;

(ii) Meeting contract performance requirements; or

(iii) At a reasonable price.

(2) The product is to be used in an application covered by a USDA categorical exemption (see 7 CFR 3201.3(e)). For example, all USDA-designated items are exempt from the preferred procurement requirement for the following:

(i) Spacecraft system and launch support equipment.

(ii) Military equipment, i.e., a product or system designed or procured for combat or combat-related missions.

(b) Information about this requirement and these products is available at http://www.biopreferred.gov.

(c) In the performance of this contract, the Contractor shall—

(1) Report to http://www.sam.gov, with a copy to the Contracting Officer, on the product types and dollar value of any USDA-designated biobased products purchased by the Contractor during the previous Government fiscal year, between October 1 and September 30; and

(2) Submit this report no later than—

(i) October 31 of each year during contract performance; and

(ii) At the end of contract performance.

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PART III--LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J--LIST OF ATTACHMENTS

J.1 LIST OF ATTACHMENTS

Attachment No. / Title Pages

1. Vicinity Maps 2

2. Typical Exterior Roof Truss Detail 1

3. Project Photos 1

4. Project Specifications 9

5. Payment Bond – Standard Form 25A (Required After Contract Award) 2

6. Wage Determination (Washington, Whatcom County) 5

7. Fire Protection and Suppression (R6-FS-6300-52) 7

8. Experience Questionnaire 2

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Attachment 1 - Vicinity Maps (2 Pages)

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Bellingham

Everett

Seattle

Tacoma

Arlington

Darrington

VICINITY MAP

Mt. Baker

Ranger Station

Supervisor's

Office

Enumclaw

Mt. Baker District

Darrington District

Skykomish District

Snoqualmie District

Heather Meadows

Visitor Center

MT. RAINIER

NATIONAL PARK

Mt. Baker-Snoqualmie

National Forest

North Bend

Sedro Woolley

Sheet of

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Attachment 2 - Typical Exterior Roof Truss Detail (1 Page)

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PROJECT PHOTOS

Heather Meadows Visitor Center Looking West Heather Meadows Visitor Center Looking East

Heather Meadows Visitor Center Looking North Heather Meadows Visitor Center Looking South

Attachment 3 - Project Photos (1 Page)

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SECTION 03 62 00

NONSHRINK GROUT

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies nonshrink grout.

1.02 RELATED SECTIONS

1.03 QUALITY ASSURANCE

A. Use only pre-mixed grout supplied dry in waterproof containers.

2. PART 2 - PRODUCTS

2.01 MATERIALS

A. Grout.

1. Noncorrosive, nonmetallic, cement and aggregates. EMBECO, Fondag or approved equal.

B. Water.

1. Potable.

C. Finish Mortar.

1. 1 part Portland Cement; 2 parts concrete sand.

3. PART 3 - EXECUTION

3.01 PREPARATION

A. Clean deleterious material from all surfaces and hardware.

B. Dampen surfaces before placing grout. Saturate equipment base foundations continuously with water 6 hours prior to grouting. Dampen surfaces before placing grout.

3.02 MIXING GROUT

A. Mix according to manufacturer's directions.

B. Mix entire contents of container using a paddle-type mortar mixer or hand mix in mortar box.

C. Mix grout near location of placement. Add water slowly, while mixing, to acquire proper workability and consistency.

D. Mix grout 3 to 5 minutes after adding water, and place immediately.

E. Retempering or adding Portland Cement will not be allowed.

3.03 PLACING GROUT

A. Do not vibrate grout. Isolate vibrations from nearby equipment or shut down until grout takes initial set.

B. Place grout rapidly and continuously.

C. Place grout from 1 side only, if expelling entrapped air.

Attachment 4 - Project Specifications (9 Pages)

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D. Rod grout to facilitate flow.

E. Pressure grouting will be permitted.

F. Place grout within 15 minutes after mixing.

G. Do not place grout on concrete which has cured less than 7 days.

3.04 FINISHING GROUT

A. Cut back grout shoulders, edges, or surfaces as recommended by the manufacturer or as detailed. Finish grout with stiff finish mortar.

B. Remove forms from grouted surfaces as soon as a non-sag set or hardening has occurred.

3.05 CURING GROUT.

A. Cure grout promptly after placing. Provide continuous water contact for 48 hours.

4. PART 4 - MEASUREMENT AND PAYMENT (INCIDENTAL)

END OF SECTION

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SECTION 061600 - SHEATHING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Roof sheathing.

1.2 DELIVERY, STORAGE, AND HANDLING

A. Stack panels flat with spacers beneath and between each bundle to provide air circulation.

Protect sheathing from weather by covering with waterproof sheeting, securely anchored.

Provide for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 ROOF SHEATHING

A. Oriented-Strand-Board Roof Sheathing: Exposure 1, Structural I sheathing.

1. Nominal Thickness: Not less 5/8 inch.

2.2 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.

1. For roof sheathing, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M or Type 304 stainless steel.

B. Nails, Brads, and Staples: ASTM F 1667.

C. Power-Driven Fasteners: NES NER-272.

D. Wood Screws: ASME B18.6.1.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members.

B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated.

C. Securely attach to substrate by fastening as indicated, complying with the following:

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1. NES NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in ICC's "International Building Code."

3. Table R602.3 (1), "Fastener Schedule for Structural Members," and Table R602.3 (2), "Alternate Attachments," in ICC's "International Residential Code for One- and Two- Family Dwellings."

D. Use common wire nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials.

Make tight connections. Install fasteners without splitting wood.

E. Coordinate roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly.

F. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements.

G. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast.

PART 4 - MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will be measured and paid for on a Lump Sum basis.

4.2 BASIS OF PAYMENT

A. Payment: Prices and payment will be full compensation for the work described in this section.

Payment will be made under:

PAY ITEM DESCRIPTION PAY UNIT

02 5/8” Plywood Decking Lump Sum

END OF SECTION 061600

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SECTION 062013 - EXTERIOR ROOF TRUSS CARPENTRY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Exterior roof truss.

1.3 FIELD CONDITIONS

A. Do not install roof truss carpentry materials that are wet, moisture damaged, or mold damaged.

PART 2 - PRODUCTS

2.1 EXTERIOR TRIM

A. Wood Trim for Painted Finish:

1. Species and Grade: Douglas-fir, Prime and Paint match existing building colors; NLGA, WCLIB, or WWPA.

2. Face Surface: Saw textured.

2.2 EXTERIOR ROOF TRUSS

A. Wood Trim for Painted Finish:

1. Wood Species: Douglas-Fir, Structure Grade #1 and better.

2. Face Surface: Saw textured.

B. Roof Truss to provide base diameter indicated and true architectural entasis taper.

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2.3 MISCELLANEOUS MATERIALS

A. Fasteners for Exterior Roof Truss Carpentry: Provide nails or screws, in sufficient length to penetrate not…