A.07.23_-_W912DW-17-Q-0056.pdf

SEE ADDENDUM

(No Collect Calls)

W912DW-17-Q-0056 07-Jun-2017

b. TELEPHONE NUMBER

206-764-6573

8. OFFER DUE DATE/LOCAL TIME

10:00 AM 13 Jun 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912DW9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

VINCENT E DANIELS

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W68MD970413882

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$38.5 million

NAICS:

488310

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF71

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W912DW-17-Q-0056

Section SF 1449 - CONTINUATION SHEET

INSTRUCTIONS TO OFFEORS

Instructions to Offerors

1. REPRESENTATIONS AND CERTIFICATIONS CONTAINED HEREIN MUST BE COMPLETED BY

QUOTERS AND RETURNED WITH OFFERS:

IF YOUR REPRESENTATIONS AND CERTIFICATIONS ARE REGISTERED IN THE SYSTEM

FOR AWARD MANAGEMENT (SAM) CHECK HERE . IF NOT, YOU CAN

REGISTER ONLINE AT www.sam.gov

2. Marking of Quote Envelopes:

Envelopes shall be plainly marked as follows:

Quote for: Dolphin and Boom Maintenance and Repairs The Clark Fork Debris Control Facility

Albeni Falls Dam, Clark Fork, Idaho

Request for Quote No.: W912DW-17-Q-0056

Closing Date and Time: 13 June 2017, 10:00 A.M. Pacific Time

AMENDMENTS NUMBERED________HAVE BEEN RECEIVED

Hand carried quote submittal procedures have changed. When dropping off all hand carried proposals, the official delivery location is now the guard station in the main foyer of Federal Center South, located at 4735 E. Marginal Way South where the official time clock is also located. Notify the guard on duty that you have a quote for Contracting Division. The point of contract will be notified and a representative from Contracting Division will sign in your package(s) and transport them to Contracting Division. Please allow sufficient time for these procedures when submitting hand carried quotes. All other quote submittal procedures remain the same.

3. For questions call (206)-764-6573. Mailed quotes shall be accepted before closing at US Army Corps of

Engineers, Seattle District, P.O. Box 3755 Seattle, WA. 98124. Physical street address is US Army Corps of Engineers, Seattle District, 4735 E. Marginal Way S., Seattle, WA 98134. All emailed offers shall contain the RFQ No. W912DW-17-Q-0056 in the subject line and emailed to the following email address:

vincent.e.daniels@usace.army.mil.

4. PROSPECTIVE OFFERORS: Contractors are required to be registered in the System for Awards

Management (SAM) for awards resulting from solicitations.

This rule more efficiently implements the Debt Collection Improvement Act of 1996, as it requires contractors to be registered in SAM for consideration of future solicitations, awards, and payment.

Registration is required prior to award of any contract, basic agreement, basic ordering agreement, or blanket purchase agreement from a solicitation. LACK OF REGISTRATION IN THE SAM DATABASE WILL MAKE AN OFFER INELIGIBLE FOR AWARD. The web site may be accessed at www.sam.gov.

5. ELECTRONIC FUNDS TRANSFER (EFT): Effective 99 Jun 01, the Government will make all payments by EFT (unless the Government VISA credit card is accepted). The only exceptions are: 1) Foreign Vendors, 2) Government Agencies, and 3) One time payments. The EFT forms and instructions are on the USACE Finance Center (UFC) Web Page; www.fc.usace.army.mil. The UFC points of contact for this action is Mr. Michael Rye, (901) 874-8543.

6. Award shall be made to the responsive and responsible offer with the lowest price.

7. Required Submittals:

a) Instruction Page (2 pages) Indicate if you are registered SAM.

Must acknowledge any/all amendments to the solicitation.

Must fill in all company information requested All submittals as required by evaluation criteria

b) Fill in all pricing information.

c) FAR Provision:

1.

52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--

COMMERCIAL ITEMS (AUG 2013) ALTERNATE I (APR 2011) – Must fill in all applicable blanks.

52.204-17 OWNERSHIP OR CONTROL OF OFFEROR (JUL 2016) – Must fill in all applicable blanks.

52.209-2 PROHIBITION ON CONTRACTING WITH INVERTED DOMESTIC

CORPORATIONS--REPRESENTATION (NOV 2015) – Must fill in all applicable blanks.

52.209-5 CERTIFICATION REGARDING RESPONSIBILITY MATTERS (OCT

2015) – Must fill in all applicable blanks.

52.209-11 REPRESENTATION BY CORPORATIONS REGARDING

DELINQUENT TAX LIABILITY OR A FELONY CONVICTION UNDER ANY

FEDERAL LAW (FEB 2016) – Must fill in all applicable blanks.

52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--

COMMERCIAL ITEMS (JAN 2017) – Must fill in all applicable blanks.

52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (OCT 2014) -

ALTERNATE I (SEPT 2015) – Must fill in all applicable blanks.

52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION

(JULY 2013) – Must fill in all applicable blanks.

52.222-57 REPRESENTATION REGARDING COMPLIANCE WITH LABOR

LAWS (EXECUTIVE ORDER 13673) (DEC 2016) – Must fill in all applicable blanks.

52.223-22 PUBLIC DISCLOSURE OF GREENHOUSE GAS EMISSIONS AND

REDUCTION GOALS--REPRESENTATION (DEC 2016) – Must fill in all applicable blanks.

All of these must be filled in and returned in order to be eligible for evaluation.

DO NOT return the rest of the solicitation form.

8. The contractor is required to provide the following information with your quote:

Federal Taxpayer’s ID Number:

DUNS Number:

Cage Code Number This requires registration in SAM, web site for registration is www.sam.gov.

Remit to Address:

Company Name:

Address:

City/State/Zip:

Phone & Fax Numbers:

Point of Contact:

E-Mail Address:

The offeror must provide pricing for all items in the solicitation for its quote to be acceptable to the Government.

All quoted items must meet the requirements of the Request for Quote (RFQ) including specifications stated in all attachments.

Multiple quotes are not accepted for this RFQ. If multiple quotes are received only one quote (as determined by the Contracting Officer) will be evaluated by the Government. The quote shall be determined acceptable based on the date and time received.

The contractor should list any special features or warranty information applicable to the quoted product(s).

ANNOUNCEMENT TO OFFERORS

Due to recent national events Seattle District US Army Corps of Engineers shall be conducting business under heightened security for the foreseeable future.

Access to Federal Center South, 4735 E Marginal Way S, Seattle, WA 98124 will be through the front lobby only. The building is under Federal Protective Service, which means that persons entering the facility are subject to inspection; including purses, packages, etc. All deliveries shall be thoroughly inspected. In addition, visitors may be required to be escorted by Corps personnel while in the building.

For any questions please contact the Contract Specialist assigned to your project or check our website at www.nws.usace.army.mil for up-to-date information.

PERFORMANCE STATEMENT WORK

PERFORMANCE WORK STATEMENT (PWS) AND SPECIFICATIONS

Dolphin And Boom Maintenance And Repairs The Clark Fork Debris Control Facility Albeni Falls Dam; Clark Fork, Idaho

Revised 1 June 2017

1. Part 1: General Information

The Clark Fork Debris Control Facility (Drift Yard) is a series of boom systems that direct woody debris into a holding facility during and after flood events. The US Army Corps of Engineers (USACE) has developed a maintenance plan that prescribes repair and maintenance to the most damaged sections of the boom system.

This is a non-personnel services contract to provide maintenance, repair and replacement to specified components of the boom system. The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn, is responsible to the Government.

1.1 Description of Services/Introduction

The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform dolphin and boom repairs for the Drift Yard as defined in the PWS and Specifications. The contractor shall perform to the standards in this contract, including environmental standards.

1.2 Security

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete Antiterrorism (AT) Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the Contracting Officer’s Representative (COR) or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the requiring activity antiterrorism officer (RA ATO) in presentation form, which will be documented via memorandum.

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by Department of Defense (DOD), Department of Army Headquarters (HQDA) and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR no later than (NLT) 5 calendar days after the completion of the training.

All new contractor employees will complete Level I Operational Security (OPSEC) Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following website: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

The Prime Contractor Company must have a Facility Clearance (FCL) at the appropriate level (in accordance with the NISPOM DOD 5220.22-M and AR 380-49) prior to the start of the contract awarded period of performance. Contractor personnel performing work under this contract must have the required security clearance, per AR 380-67, at the appropriate level at the start of the period of performance.

Security Clearances and FCL requirements are required to be maintained for the life of the contract IAW the DD Form 254 attached to the contract. If no FCL, the supporting Government Contracting Activity will sponsor the prime contract company in obtaining the FCL.

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.3 Background

The Drift Yard is located approximately 3.5 miles northwest of Clark Fork, Idaho off of State Highway #

200. The debris booms to receive maintenance and repairs consist of sections of approximately 6400 linear feet of shear booms located in three different locations beginning at the mouth of the Clark Fork River and ending at the debris collection holding area further north. More detailed descriptions of the facility components can be found in Part 6. Boom structure designations are boom sites “A” (Upper and Lower), “B”, and “C” (Upper and Lower/Holding Facility) as shown in Part 7, Attachment 1: Overview of Facility.

The floating boom structures or, Shear Booms, consist of three to four floating logs of various lengths laid parallel to each other two to three feet apart. The Shear Booms are anchored to a group of three piles embedded into the river bottom, henceforth referred to as Dolphins. In addition to the floating shear booms, String Booms consist of single logs connected at either end with a chain and anchored to Dolphins. These booms float horizontally.

1.4 Objective

Complete repair, replacement and debris removal for the damaged sections of the boom system as specified in the PWS and Specifications. The goal is to prevent floatable debris from getting beyond the control point provided by the booms and causing navigation hazards in the lower river or lake.

1.5 Description of Services

The contractor shall perform the necessary services and construction to replace, repair and maintain the boom system as detailed in the following paragraphs:

1.5.1 General Inspections

Visual inspections shall be initiated as soon as possible, depending on weather and lake/river conditions and COR availability, to view and assess the condition of the elements contained in this SOW. The elements to be repaired or replaced will be noted and compiled in the Inspection Report described in Section 4.1.9 for approval by the COR.

1.5.2 General Repairs, Shear Face Planking—Upper A Boom Section

The repairs will consist of replacing up to five (5) missing, or damaged 2- by 12-inch shear face planking in Boom Section A, as directed by the COR. The exact areas will be marked on the booms by the Government prior to installation/replacement. All repairs will be completed in accordance to Reference Drawing DY 2007-1 in Part 7 Attachment 2, unless otherwise directed by the COR.

1.5.3 Dolphin Repairs

Please refer to Reference Drawing DY 2007-1 in Part 7 Attachment 2 and the Dolphin Detail drawing in Part 7 Attachment 3 for technical details of the scope described here.

Dolphin 11 (Base) Bracket Repair or Replacement: Dolphin 11 requires replacement of one cable retaining bracket on one of its piles. The dolphins and piles in question will be marked by the Government prior to the start of work.

Dolphin 13 (Base) Pile Removal, Replacement, and Repair: Dolphin 13 repairs require that all three (3) piles be removed and replaced with new 13-inch (minimum) steel pipe piles (material specifications subject to Government approval; see steel pile details in parts c) and d) of this paragraph

The three (3) existing damaged and/or loose piles must be removed and disposed of appropriately. Pile removal may be by pulling the entire pile or by cutting the piling within 12 inches of the river bottom. Proposed removal strategy should be communicated to the Government through pre-construction submittals and approved prior to commencement of work. The piles being removed are treated with creosote and disposal shall comply with federal and state regulations.

Three (3) steel pipe piles will be driven in place of the removed piles in accordance with Dolphin Detail drawing in Attachment 3, and bound together at the top with steel cable.

The existing sheer booms affected by the pile work shall be attached or reattached to the Dolphins in accordance to Reference Drawing DY 2007-1 in Attachment 2.

Steel Pile details: Furnish and install steel pilings and associated hardware to construct or repair dolphins as the PWS calls for. Steel piles shall be 13-inch (minimum) diameter with one-half inch wall thickness. Piles shall be 'domestic made' and meet the requirements of ASTM A-252, Grade #2. Construction will comply with the layout and details as indicated in Attachment 2. Locations of the dolphins are shown on the attached sketch, and will be marked prior to work by the Government.

Pile length: All piles furnished for the dolphin and boom work will be fifty (50) feet on length. Piles will be driven to the top elevations (cut-off) shown on the plans or refusal.

In some cases, penetration into the river bed will be greater than the 15-foot minimum required. In the event of refusal with penetration less than 15 feet, the pile will be pulled, repositioned, and re-driven to obtain the minimum 15 foot depth. If refusal occurs after 15-foot penetration has been reached, the pile will be cut off at the appropriate top elevation. All piles will be capped as indicated in Section 3.1.2.

1.5.4 Shear Boom Repairs

1. Shear Boom number 33 (Base), approximately 102 feet, shown in Attachment 1, must be replaced in a single 102-foot single section (depending on the actual length).

2. Optional Shear Boom numbers 27 (approximately 103 feet), 29 (approximately 95 feet), 30 (approximately 97 feet), and 34 (approximately 100 feet), shown in Attachment 1, must be completely replaced. All shear booms must be replaced as a single section as that described for shear boom 33 above, based on inspection and as directed by the COR.

3. Upper C Shear Boom walkways and connector components must be replaced as described in Section 3.3.6, as directed by the COR.

1.5.5 General Maintenance

All maintenance activities recommended or required will be described in the Inspection Report, which will be approved by the COR. All maintenance tasks will be conducted as directed by the COR. Maintenance of Upper A (Base), and Lower A, B, and Upper C (Options) shear boom sections will consist of cleaning all debris and vegetation from boom surfaces, including sticks, weeds, grass, moss, and other debris. A high pressure washing system may be used to accomplish this.

Any floating logs, trees, snags, or debris that are hung up on, in, or under the Lower A, B, and Upper C shear booms and boom pilings will be removed and placed on the shear face side (upstream) of the boom so that it will end up in the holding area. The goal is to prevent floatable debris from getting beyond the control point provided by the booms and causing navigation hazards in the lower river or lake.

1.5.6 Rehab Upper C Shear Booms and String Booms (Optional Tasks)

Once debris removal is accomplished, an inspection of all the components of the shear and string boom structures shall be performed, as detailed in Part 3, and worn or broken sections repaired described below as directed by the COR.

1. String Booms Replace three (3) of eight (8) pilings and seven (7) string boom logs as marked by the Government. Debris containment booms will be inspected to identify excessive wear that could cause boom line failures. Any broken or disconnected chains will be replaced as directed by the COR. Any boom ends that show excessive anchor point wear will be re-drilled for chain installation, and the chain replaced, as directed by the COR.

2. Shear Booms All loose or missing fasteners or connector components (i.e., spikes, and lag screws, or bolts) will be replaced, as directed by the COR. All missing spikes will be replaced using lag screws. Any loose boards or planking will be refastened. Any broken or disconnected chains will be replaced. Any boom ends that show excessive anchor point wear will be re-drilled for chain installation, and chain will be replaced. All chain and chain anchors will be replaced as directed by the COR.

1.6 Delivery Date

The Contract Completion Date shall be 30 Sept 2018 given the appropriate lake levels for construction.

If lake levels ever become an impediment to executing the work, the Contractor shall inform the Government immediately.

1.6.1 Contract Completion Date and Restrictions

Summer lake levels are expected to remain at, or near maximum levels (2062.5-foot elevation), through the Labor Day holiday, after which Lake drawdown will start.

1.7 Site Visit

Contractor is encouraged to visit the site prior to submitting quotation.

1.8 General Information

1.8.1 Quality Control

The Contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this Performance Work Statement (PWS). The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract. The contractor shall maintain and submit upon request records of daily activities.

1.8.2 Superintendent

Contractor shall provide a superintendent at Drift Yard whenever work is being performed.

Superintendent shall also serve as the project Quality Control Manager and the Site Safety and Health Officer (SSHO), provided that person is qualified and experienced to perform all duties.

1.8.3 Place of Performance

The work to be performed under this contract will be performed at The Drift Yard, located approximately 3.5 miles northwest of Clark Fork, Idaho off of State Highway # 200.

1.8.4 Access and Coordination

Access to work areas will be coordinated with Craig Brengle, Albeni Falls Project representative ((208) 437-3133, x225) at least five working days prior to the start of work.

1.8.5 Contractor Staging Area

The Drift Yard storage building located at the south end of the debris holding area near the boat ramp will be designated as the Contractor staging area. The Contractor will be issued keys to this building and be required to maintain it as a secured controlled environment at all times. The area just west of the Drift Yard storage building can be used for the contractor vehicle and equipment parking. The contractor’s use of the adjacent areas must not interfere with the access and use of the boat ramp by the public and others.

1.8.6 Post Award Conference/Periodic Progress Meetings

The Contractor agrees to attend any post award conference convened by the Contracting Officer Representative (COR) or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5. The COR and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the

COR will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.8.7 Contracting Officer Representative

The Government Contracting Officer Representative (COR) will be identified at the award of the contract. The COR monitors all technical aspects of contract fulfillment/construction and assists in contract administration. The COR is authorized to perform the following functions:

assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements, including Government drawings, designs, specifications; monitor Contractor's performance and notify both the Contracting Officer and Contractor of any deficiencies; and provide site entry of Contractor personnel. The COR is not authorized to change any of the terms and conditions of the contract. If any of the terms and conditions of the contract must be changed, the Contractor must communicate directly with the Contracting Officer.

1.9 Safety

The U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 (revised 30 November 2014), shall be considered a part of this contract and will be enforced as such.

1.10 Environmental Protection and Best Management Practices and Mitigation

Work under this contract involves activities in and near the Clark Fork River, waters of the State of Idaho. The contractor shall take all appropriate measures to prevent environmental pollution and damage that might result from repair and maintenance operations under this contract. If equipment or power tools using petroleum fuels are to be utilized during the work, at least one petroleum ‘spill kit’ shall be located at the work site for the duration of the work. Any spillage of oils shall be cleaned up immediately, and, if significant in size, reported to the State of Idaho, Department of Environmental Quality (DEQ) and the COR DEQ requires that spills over 25 gallons, spills that cannot be cleaned up within 24 hours, and spills resulting in a “sheen” on surface waters of the State of Idaho be reported to the DEQ office in Coeur d’Alene within 24 hours of the spill event.

To minimize environmental impacts during construction and maintenance activities, the Best Management Practices (BMPs) that will be implemented are listed below.

a) All treated wood products would be certified for use in an aquatic environment consistent with Idaho Department of Environmental Quality (IDEQ) guidance (2008) and produced in compliance with the Best Management Practices (BMPs) for the Use of Treated Wood in Aquatic and Other Sensitive Environments ("BMP Manual") published by the "Supporting Organizations" (2011 or as updated).

b) Pressure-treated wood will not be brushed, cleaned, or cut over water bodies.

c) No solvents or chemicals will be utilized in, over, or near water bodies and will be minimized or avoided to the extent practicable in the execution of all tasks described in this work statement.

Planned mitigation measures must be submitted as part of the Environmental Protection Plan (¶4.1.7(b) Aquatic Noise Mitigation Plan).

Bull Trout, a Threatened Species, inhabit the Clark Fork River during all times of the year, and use the Project for foraging, migration, and overwintering activities. The river has also been designated as critical habitat for bull trout. During periods of warmer weather, this fish species will likely take up residence in the cooler waters of Lake Pend Oreille. The construction schedule, including pile driving and other over- and in-water activities, will be described in the Environmental Protection Plan and coordinated with Albeni Falls Dam Natural Resource Management before such activities are initiated to ensure sufficient time to determine and mitigate bull trout presence.

The general fish protection criteria are based on avoiding peak pressures greater than 206 dB or cumulative sound exposure levels above 187dB. The pile driving parameters that will be employed are listed below.

a) Hammer or vibratory pile-driving equipment is allowed when driving steel piling into the lakebed during in-water work. In-water pile driving requires the use of a bubble curtain and a 6-inch minimum thick wood, rubber or synthetic cushion block between the driving apparatus and the pile while driving the piles. Bubble curtains shall be maintained according to manufacturer’s specifications. All pile driving must be completed within the construction window for fish beginning 01 July and ending 15 September. In order to allow sufficient time for environmental coordination, requests for extension of the construction window for fish must be provided to the COR at least three weeks in advance and shall not be implemented without COR approval. No in-water activities may be conducted before 01 July to 15 September without prior COR approval.

b) Driving will be limited to 200 strikes or less.

c) A maximum of six (6) piles can be driven in any one year. The COR shall immediately be notified if than six are required to allow for coordination with the Resource Agencies.

d) Sediment disturbance, turbidity, and contaminant containment must be considered when selecting the pile removal method to ensure that any turbidity, sediment disturbance, and contaminant loss into the lake is minimized and extremely temporary in duration.

e) Sediment disturbance and turbidity must be considered when selecting the pile driving method to ensure that any turbidity and disturbance is minimized and extremely temporary in duration.

Noise and turbidity/sediment disturbance mitigation measures are subject to Government approval and must be listed as part of the Environmental Protection Plan submittal described in ¶4.1.7.

1.11 Demolition

All demolished material shall become the property of the Contractor and all material shall be disposed per all Federal, State and Local regulations.

1.11.1 Property Disposal

Load and haul all recyclable and non-salvageable debris off government property at no additional cost to the government. Disposal fees shall be the contractor's responsibility. The piles being removed are treated with creosote and disposal shall comply with federal and state regulations. Record of proper piling disposal is required.

1.11.2 Damage to Government Property

The contractor shall be responsible for any damage to Government property during the performance of this contract.

2. Part 2: Contractor Furnished Items and Services

2.1 General

The Contractor shall furnish all supplies, equipment, facilities and services required to perform work under this contract. Contractor shall determine type of material, size and quantity to repair and replace boom system components identified in the PWS and Specifications.

2.2 Materials (Base)

At a minimum, the Contractor shall provide six (6) steel pipe piles (dimensions, quantity, and grade to be verified by contractor)

2.2.1 Materials (Options)

Based on the approved inspection reports, materials required for the optional items are listed below.

Pressure-treated, 2-inch by 12-inch by 12-foot wood planking Pressure-treated, 3-inch by 12-inch by 12-foot wood planking Marine-grade 5/8-inch diameter wire rope for boom retainers Lag screws for boards and planking Trap staples for boom retainers Marine-grade chain anchors Marine-grade boom chains.

2.3 Equipment

The Contractor shall provide aquatic pile driving equipment, work barge, work boat, crane, power tools, trucks, noise mitigation and any equipment necessary for the demolition, replacement, repair and maintenance of the Dolphins, Piles and Shear Booms specified in the PWS.

2.4 Submittals

As defined in Part 4 of this PWS.

3. Part 3: Specific Tasks

The Contractor shall (at a minimum) perform the following tasks:

3.1 Dolphins (Base)

3.1.1 Dolphin 11

1. Replace cable retaining brackets, as marked by the Government.

3.1.2 Dolphin 13

a) Remove and dispose of the three (3) existing damaged and loose piles at Dolphin 13.

b) Procure and install three (3) steel pipe piles at Dolphin 13 in accordance with Dolphin

Detail drawing in Attachment 3.

c) The top of piles will be bound together with wire rope in accordance with dolphin detail drawing in Attachment 3.

d) Cap and seal top of steel pipe piles by welding steel plate on-top of pile, as shown on the dolphin detail drawing in Attachment 3.

e) Attach or reattach shear booms to the Dolphin affected by pile work, as shown on the dolphin detail drawing in Attachment 3.

3.2 Inspections (Base)

3.2.1 String Booms (Upper C)

a) Chain/fasteners that connect one floating log to the next)

b) Floating logs (two lines of floating logs in parallel)

c) Single piles (most of the string booms are connected to single, cantilever piles of the same size and type of material as that in the dolphin sets)

3.3 Booms

3.3.1 Shear Boom Replacements

1. Replace Shear Boom 33 (Base) and reattach to Dolphins in accordance with Reference

Drawing DY 2007-1 in Attachment #2.

2. Replace Shear Boom 27 (Option) and reattach to Dolphins in accordance with Reference

Drawing DY 2007-1 in Attachment #2, as directed by the COR.

3. Replace Shear Boom 29 (Option) and reattach to Dolphins in accordance with Reference

Drawing DY 2007-1 in Attachment #2, as directed by the COR

4. Replace Shear Boom 30 (Option) and reattach to Dolphins in accordance with Reference

Drawing DY 2007-1 in Attachment #2, as directed by the COR

5. Replace Shear Boom 34 (Option) and reattach to Dolphins in accordance with Reference

Drawing DY 2007-1 in Attachment #2, as directed by the COR

3.3.2 General Maintenance (Upper A [Base] & Lower A, B, Upper C Shear Booms [Optional Items])

1. Clean all debris and vegetation from boom surfaces (e.g., sticks, weeds, grass, moss, and other debris), as directed by the COR.

2. Remove any floating logs, trees, snags, or debris that are hung-up on, in, or under the booms and boom pilings, as directed by the COR.

c) Any nails that have been worked out or loosened during the debris removal shall be hammered into the original locations. Missing nails will be indicated on the daily report.

d) Deposit debris upstream of the boom in the holding area, as directed by the COR.

3.3.3 Inspections (Base)

Inspect containment booms and identify any other excessive wear that could cause boom line failures. Inspections should include the components listed below at a minimum:

1. Shear Booms (Upper & Lower A, Upper C)

1. Steel plates, hinges, and bolts (each boom will have several connections between the 2 by12-inch walkways, 3x12-inch boom crossbeams, and floating logs): check for evidence of corrosion of metal connections and fasteners (e.g. holes in plates, metal that is easily chipped or flaked, decrease in material thickness due to weathering

2. Chains (a single chain on the upstream and downstream end of each boom typically connects the booms together)

3. Walkways and crossbeams (crossbeams connect the log floats to one another, connect the wing structures around the dolphins, and support the walkways; walkways are formed from 2 by 1-inch planks that run on top of the structure from end to end providing a safe path for inspection)

4. Shear face planking (three 2 by 1-inch planks bolted above and below one another to provide a 3-inch face to act as a deflecting surface)

5. Floating logs (four logs provide flotation and stability for each boom structure)

6. Wing cabling (wire rope or chains used to connect the front and back of the boom and secure the structure to the dolphins)

3.3.4 General Repairs (Base) (Upper & Lower A, Upper C Shear Booms)

Replace up to five (5) 2-by 12-inch shear face planking in accordance with Reference Drawing DY 2007-1 in Part 7 Attachment 2, as directed by the COR.

3.3.5 String Boom Rehabilitation (Upper C)

1. Replace three (3) of eight (8) pilings and seven (7) string boom logs as marked by the

Government and directed by the COR.

2. Re-drill and install up to ten (10) chain anchors at boom ends that show excessive anchor point wear, as directed by the COR.

3. Replace up to ten (10) broken or disconnected chains, as directed by the COR.

3.3.6 Shear Boom Rehabilitation (Upper C), including anchor chain, chain, and planking

1. Replace up to 30 loose or missing horizontal planking (i.e., walkways and crossbeams), including all required hardware (i.e., spikes, and lag screws or bolts, as directed by the

COR.

2. Re-drill and install up to five chain anchors at boom ends that show excessive anchor point wear, as directed by the COR.

3. Replace up to six (6) broken or disconnected chains or wire cabling, as directed by the

COR.

4. Part 4: Submittals and Submittal Procedure

4.1 Notice to Proceed

Notice to proceed will be issued concurrent with Contract Award. At this point mobilization activities may commence at the Contractor’s risk, but any maintenance or repair activities may not begin until the general inspection has been completed and following contract submittals are approved by the COR.

Submittals to be developed and approved are listed below.

4.1.1 Steel Pipe Pile Specifications

4.1.2 Wire Rope and Fitting Specifications

4.1.3 Pile Removal Procedure

The pile removal procedure shall answer the questions listed below.

How will piles be removed?

How will piles be disposed of in accordance with regulation (preparation and transportation procedures; location of disposal)?

Record of proper disposal submitted post-construction (see 1.11)

4.1.4 Pile driving Procedure

Equipment used Timing/Schedule Aquatic noise mitigation measures as applicable (see 1.10)

4.1.5 Accident Prevention Plan

See EM 385-1-1; may be part of submittals in 4.1.3 or 4.1.4 as along as all elements are addressed

4.1.6 Activity Hazard Analysis

See EM 385-1-1; may be part of may be part of submittals in 4.1.3, 4.1.4, or 4.1.5 as along as all elements are addressed

4.1.7 Environmental Protection Plan

See EM 385-1-1; may be part of submittals in 4.1.3, 4.1.4, or 4.1.5 as along as all elements are addressed

i. Spill Plan: If using equipment or power tools that run on petroleum fuels, include at a minimum location and contents of Spill Kit (including personal protective equipment);

actions to be taken if oil is spilled; procedures to be taken in the event of a significant spill;

person designated responsible to report significant spills; disposal of contaminated materials

ii. Aquatic Noise Mitigation Plan: Proposed actions to be taken to decrease harmful noise in-water while pile-driving actions are taking place

iii. Disposal plan: As referred to in 1.11 and 4.1.3 describe where and how will contaminated piles be disposed

iv. Permits, etc.: Copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents as applicable shall be attached, as an appendix, to the Environmental Protection Plan.

4.1.8 Repair and Maintenance Submittals

Contract submittals shall be submitted to the COR during contract execution as requested for quality assurance purposes as identified below.

Daily Reports Creosote Wooden Pile Disposal Records

4.1.9 Inspection Reports

Contract Completion Submittals The following contract submittals shall be submitted to the Construction Representative and approved by the Government at or before contract completion:

As-built drawings Warranty (one year on work)

5. Part 5: Applicable Publications

Unified Facilities Guide Specifications – UFGS-06 13 33 Pier Timberwork, 04/06 http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2006%2013%2033.pdf

EM-385-1-1 Safety and Health Requirements Manual West Coast Lumber Inspection Bureau standards; http://www.wclib.org/ “Best Management Practices for the use of treated wood in aquatic and wetland environments”.

Developed for the United States and Canada by Western Wood Preservers Institute, Wood Preservation Canada, Southern Pressure Treaters’ Association, and Southern Forest Products Association. Available:

http://www.wwpinstitute.org/aquatics.html

Washington Administrative Code (WAC 220-110-060)—Construction of freshwater docks, piers and floats and the driving or removal of piling.

6. Part 6: Clark Fork Drift Facility Features Overview

Facility Features

a) System Components

The major system components are identified below. Minor components include hardware to hold material together such as bolts, metal plates, bands and chains.

i. Shear Booms: Shear booms consist of three to four floating wooden logs of various lengths laid parallel to each other two to three feet apart. Boom sections vary in length but may be up to 230 feet long. Cross members consisting of dimensional lumber are in place to connect the floating logs. A floating “wing” log with cross braces diverges at an angle from the main boom on the downstream side. The wing log uses a cable connection back to the main boom to encase the piling system. The upstream edge of the boom is faced with dimensional lumber; this face provides a wall for drift to bump up against and deflect debris towards the holding area.

ii. Dolphins: A dolphin consists of three pilings that have been driven close together at varying angles and are banded or cabled at the top. These provide for the structural integrity of the system and keep the shear boom system in place. Pilings are primarily wood and steel but include some plastic.

iii. String Booms: String booms are single wooden logs connected at either end with a chain and float horizontally in the water, acting as floating barriers to the drift and debris captured by the system.

iv. Pilings: Pilings are individual pilings spaced at various distances. Materials include wood, steel or plastic.

b) System Structure

The system has been organized and numbered for easier identification. Starting on the upstream end of the facility, a series of four shear boom sets (Upper A, Lower A, B, Upper C) deflect debris towards the holding facility. The shear booms run a total length of approximately 6,450 linear feet.

The holding facility, which provides approximately 60 acres of storage, is primarily comprised of 2,100 linear feet of string booms (Lower C). In Lower C, two parallel booms float on opposite sides of a single line of individual pilings, creating additional protection in the event a single string boom fails. Shear booms and string booms are held in place by dolphins or single piles. Refer to Part 7 Attachment #1 for an aerial photo overview of the drift facility.

7. Part 7: Attachment/Technical Exhibit Listing

Attachment #1: Overview of Facility Attachment #2: Shear Boom Detail Attachment #3: Dolphin Detail

8. Part 8: Acronyms

AR Army Regulation AT Antiterrorism ATO Antiterrorism Officer CON REP Quality Assurance Representative DA Department of the Army DD Department of Defense DEQ Department of Environmental Quality DoD Department of Defense EM Engineering Manual FAR Federal Acquisition Manual

FCL Facility Clearance FPCON Force Protection Condition FY Fiscal Year HQDA Department of Army Headquarters IAW In Accordance With KO Contracting Officer NISPOM National Industrial Security Program Operating Manual NLT No Later Than OPSEC Operational Security QAR Quality Assurance Representative RA Requiring Activity SOW Scope of Work UFGS Unified Facilities Guide Specifications USACE US Army Corps of Engineers

ATTACHMENT # 2: SHEAR BOOM DETAIL

ATTACHMENT # 3: DOLPHIN DETAIL

BID SCHEDULE

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job N/A $___________

Inspections **NOTE: All units reflected as "Each" are estimated quantities, and all quantities noted are not-to-exceed quantities.

0002 5 Each $___________ $___________ General Repairs: Shear Face Planking

0003 1 Job N/A $___________ Dolphin 11 Bracket Replacement

0004 1 Job N/A $___________ Dolphin 13 Pile

Removal and Replacement

0005 1 Job N/A $___________ Shear Boom 33 Replacement

0006 1 Job N/A $___________ General Maintenance

Debris Clearing (Upper A Boom)

0007 1 Job N/A $___________ OPTION Shear Boom 27 Replacement

0008 1 Job N/A $___________ OPTION Shear Boom 34 Replacement

0009 1 Job N/A $___________ OPTION General Maintenance: Debris Clearing

(Lower A, B, Upper C Shear Booms)

0010 1 Job N/A $___________ OPTION Shear Boom 29 Replacement

0011 1 Job N/A $___________ OPTION Shear Boom 30 Replacement

0012 3 Each $___________ $___________ OPTION Upper C String Boom Rehab:

Replace 3 of 8 pilings

0013 7 Each $___________ $___________ OPTION Upper C String Boom Rehab:

Replace 7 string boom logs

**NOTE: All units reflected as “Each” are estimated quantities, and all quantities

0014 15 Each $___________ $___________ OPTION Upper C String and Shear Boom Rehab:

Replace chain anchors

0015 16 Each $___________ $___________ OPTION Upper C String and Shear Boom Rehab:

Replace chain

0016 30 Each $___________ $___________ OPTION Upper C String and Shear Boom Rehab:

Replace planking

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions NOV 2013 52.203-3 Gratuities APR 1984 52.203-6 Alt I Restrictions On Subcontractor Sales To The Government

(Sep 2006) -- Alternate I

OCT 1995

52.203-11 Certification And Disclosure Regarding Payments To Influence Certain Federal Transactions

SEP 2007

52.203-12 Limitation On Payments To Influence Certain Federal Transactions

OCT 2010

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights

APR 2014

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-7 System for Award Management OCT 2016 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

OCT 2016

52.204-13 System for Award Management Maintenance OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.204-22 Alternative Line Item Proposal JAN 2017 52.209-6 Protecting the Government's Interest When Subcontracting

With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-7 Information Regarding Responsibility Matters JUL 2013 52.209-9 Updates of Publicly Available Information Regarding

Responsibility Matters

JUL 2013

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.212-1 Instructions to Offerors--Commercial Items JAN 2017 52.212-4 Contract Terms and Conditions--Commercial Items JAN 2017 52.217-5 Evaluation Of Options JUL 1990 52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.219-13 Notice of Set-Aside of Orders NOV 2011 52.219-14 Limitations On Subcontracting JAN 2017 52.222-3 Convict Labor JUN 2003 52.222-6 Construction Wage Rate Requirements MAY 2014 52.222-17 Nondisplacement of Qualified Workers MAY 2014 52.222-19 Child Labor --…