W912DW18Q0063_Clark_Fork_Drift_Yard.pdf

SEE ADDENDUM

(No Collect Calls)

W912DW18Q0063 02-Jul-2018

b. TELEPHONE NUMBER

206-764-6084

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 16 Jul 2018

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 X 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

MONIQUE A PAANO

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

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

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

W68MD981575249

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 960513 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

ALBENI FALLS DAM PROJECT OFFICE

2376 HIGHWAY 2

OLDTOWN ID 83822-9243

TEL: 208-437-3133 FAX: 206-764-3682

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$38,500,000

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 OF53

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.

W912DW18Q0063

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Replacement of Dolphins - Materials

All materials associated with Dolphin replacement in accordance with the attached Performance Work Statement entitled, "Clark Fork Debris Facility Emergency Maintenance, Albeni Falls Dam, Clark Fork, Idaho."

6 dolphins @ $___________ per dolphin = $________________

FOB: Destination

PURCHASE REQUEST NUMBER: W68MD981575249

FFP

NET AMT

0002 1 Job Replacement of Dolphins - Installation

Installation of Dolphins in accordance with the attached Performance Work Statement entitled, "Clark Fork Debris Facility Emergency Maintenance, Albeni Falls Dam, Clark Fork, Idaho."

FOB: Destination

0003 1 Job Replacement of Shear Boom - Materials

All materials associated with Shear Boom replacement in accordance with the attached Performance Work Statement entitled, "Clark Fork Debris Facility Emergency Maintenance, Albeni Falls Dam, Clark Fork, Idaho."

Estimated length of required shear boom is approximately 600 feet.

600 feet at $___________ per foot = $_______________

0004 1 Job Replacement of Shear Boom - Installation

Installation of Shear Boom in accordance with the attached Performance Work Statement entitled, "Clark Fork Debris Facility Emergency Maintenance, Albeni Falls Dam, Clark Fork, Idaho."

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government 0003 Destination Government Destination Government 0004 Destination Government Destination Government

Instructions to Quoters

1. REPRESENTATIONS AND CERTIFICATIONS CONTAINED HEREIN MUST BE

COMPLETED BY QUOTERS AND RETURNED WITH QUOTES:

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: Clark Fork Debris Facility Emergency Maintenance, Albeni Falls Dam, Clark Fork, Idaho

Request for Quote No.: W912DW18Q0063

Closing Date and Time: 16 July 2018, 2:00 P.M. Pacific Time

AMENDMENTS NUMBERED________HAVE BEEN RECEIVED

3. Faxed quotes will NOT be accepted. Email quotes shall be accepted before closing at e-mail address monique.a.paano@usace.army.mil. For questions, please send email to Alex Marcinkiewicz at alex.r.marcinkiewicz@usace.army.mil. Mailed quotes shall be accepted before closing at US Army Corps of Engineers, Seattle District, PO Box 3755 Seattle, WA. 98124-3755. Please note commercial carriers will not deliver to PO Boxes. If using a commercial carrier, send proposals to: Monique Paano, Contract Specialist, U.S. Army Corps of Engineers, Seattle District, CENWS-CTC, 4735 East Marginal Way S., Bldg #1202, Seattle, WA 98134-2388.

4. The contractor receiving an award is required to be registered in the SAM (System for Awards

Management)

5. PROSPECTIVE CONTRACTORS: 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 A QUOTE INELIGIBLE

FOR AWARD.

The web site may be accessed at www.sam.gov

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

7. Required Submittals:

a) Instruction Page (2 pages)

Paragraph 1 – Indicate if you are registered in SAM (System for Award Management) Paragraph 2 – Must acknowledge any/all amendments to the solicitation.

Paragraph 8 – Must fill in all company information requested

b) Fill in all pricing information.

c) FAR Provision 52.212-3 Alt I OFFEROR REPRESENTATIONS AND CERTIFICATIONS

(JUN 2008)

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:

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

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

11. Please note: No award will be made until all environmental approvals are received.

12. The Offerors proposal shall include all costs associated with completing the requirements in the Performance Work Statement, to include any required travel costs. All travel shall be accomplished consistent with the Government Joint Travel requirements (JTR), and FAR 31.205-46 Travel Costs requirements.

PERFORMANCE WORK STATEMENT (PWS)

Clark Fork Debris Facility Emergency Maintenance

Albeni Falls Dam, Clark Fork, Idaho

1.0 GENERAL:

1.1 This is a non-personal services contract to provide procurement and installation of equipment to replace specified components of the Clark Fork Debris Facility 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.

1.2 Purpose. The United States Army Corps of Engineers (USACE) operates Albeni Falls Dam (AFD) just downstream of Lake Pend Oreille (the Lake). USACE also operates a passive drift holding facility where the Clark Fork River enters into the Lake, The Clark Fork Debris Control Facility (Drift Facility). The Clark Fork River flows rose above flood stage in May to June of 2018, causing an unusually high amount of debris material in the lake and damaged portions of the Drift Facility. Work needs to be done on the Drift Facility in order to restore its operational capability.

1.3 Tasks. The contractor will accomplish the following:

1.3.1 Task 1. Mobilization to a job site and de-mobilization from the job site. See Attachment A – Overview of Drift Facility for location of work.

1.3.2 Task 2. Submittal of all required deliverable documents, as specified in this PWS, to include government approval.

1.3.3 Task 3. Replacement of Drift Facility Components, reference Attachment A – Overview of Drift Facility.

1.3.3.1 Task 3A. Boom A:

1.3.3.1.1 Shear Boom: Six (6)

1.3.3.1.2 Dolphin: Six (6)

2.0 OVERVIEW OF SITE CONDITIONS:

2.1 Facility Overview. The Drift Facility is a series of booms that direct woody debris entering the Lake from the Clark Fork River into a debris collection holding area. The Drift Facility is located approximately 3.5 miles northwest of Clark Fork, Idaho off of State Highway #200. The debris booms, either shear booms or string booms, consist of approximately 6,400 linear feet of boom in three (3) different locations beginning at the mouth of the Clark Fork River and ending at the debris collection holding area further north.

See Attachment A - Overview of Drift Facility. Water depth, flow velocity and other conditions vary from site to site.

2.2 Current Component Description. The shear booms consist of three (3) to four (4) floating logs of various lengths laid parallel to each other two (2) to three (3) feet apart, see Attachment B – Reference Drawing. The shear booms are held in position by a series of dolphins, which are a group of three piles embedded into the river and connected together, see Attachment B – Reference Drawing. Additionally, the facility utilizes string booms, which are single logs connected at either end with a chain and held in position by single piles.

3.0 SPECIFIC TASKS.

3.1 Task 1. Mobilization and De-mobilization

3.1.1 The contractor will be responsible for procuring all necessary equipment and materials and will be responsible for the movement and staging of all necessary contractor personnel, materials and equipment to the job site. The contractor lay-down area will be the Drift Facility grounds located adjacent to the Lower C boom, see Attachment A – Overview of Drift Facility.

3.2 Task 2. Deliverables

3.2.1 The contractor will be responsible for the submittal of all required documentation as specified in this PWS and in accordance with the below table.

3.2.1.1 Work schedule deliverable will include a site-specific work schedule. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times and will include proposed dates for the project tasks as well.

3.2.1.2 Work plan deliverable will include pile removal procedures, to include disposal documentation; pile driving procedures, to include equipment used;

installation method for the booms, at a minimum. The contractor will ensure that all project tasks items are included in the work plan.

3.2.2 All deliverables will be delivered electronically to the Contracting Officer’s Representative (COR) and the Project Engineer. The COR will be named in a separate letter. All deliverables will be submitted to the government for review and will be returned to the contractor within two (2) business days of receipt. The contractor will have four (4) business days from receipt of government comments to address them and return the amended deliverable for approval, if necessary.

3.2.3 Deliverables will be considered of sub-standard quality if they lack the necessary content to meet the explicitly stated contract standards, if they lack clear logic and cohesiveness, if review comments are not adequately addressed or if there are obvious quality control deficiencies with the document (e.g., poor formatting, spelling errors).

Deliverable Name Reference Submittal Suspense

Work Schedule Paragraph 3.2.1.1 Paragraph 5.1.2 Paragraph 8.1

Eight (8) business days from date of award

Deliverable Name Reference Submittal Suspense

Work Plan

Paragraph 3.3.1.6 Paragraph 3.3.2.4 Paragraph 5.1.1 Paragraph 5.3.2

Eight (8) business days from date of award

Steel Pipe Pile Specification Paragraph 3.3.1 Four (4) business days from date of award Boom and Fitting Specification

Paragraph 3.3.2 Eight (8) business days from date of award

Accident Prevention Plan Paragraph 5.3 Four (4) business days from date of award

Activity Hazards Analysis Paragraph 5.3 Four (4) business days from date of award

Quality Control Plan Paragraph 5.4.2 Four (4) business days from date of award Environmental Protection Plan

Paragraph 5.6 Four (4) business days from date of award

3.3 Task 3. Replacement of Drift Facility Components

3.3.1 Dolphin Replacement. All dolphins identified will be replaced in accordance with Attachment C – Design Drawing. Work will comply with the layout seen in Attachment A - Overview of Drift Facility. Locations of the dolphins to be replaced will be identified and provided to the contractor prior to work by USACE personnel, but all dolphins are located within A Boom. New dolphins will be, generally speaking, as close as possible to the previous dolphin and will follow the same general site profile as found in Attachment A – Overview of Drift Facility.

3.3.1.1 All pre-existing dolphins being replaced will be cut-off no more than 21 inches from the river bed. All demolished material shall become the property of the contractor and all material shall be disposed per all Federal, State and Local regulations.

3.3.1.1.1 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 contractor is not anticipated to encounter creosote, however, if the piles being removed are treated with creosote disposal shall comply with federal and state regulations and the contractor shall stop work and immediately notify the COR. Record of proper piling disposal will be submitted to the COR for government records.

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

3.3.1.2 The contractor will be responsible for furnishing all materials associated with any dolphins replaced.

3.3.1.3 All piles will meet the requirements of ASTM A252 Grade #3. All piles will be 60 feet in length. All piles will be 12.75-inch (minimum) diameter with one half (1/2) inch wall thickness.

3.3.1.4 All piles will be painted in accordance with guidance from UFGS 09 97 02, Painting: Hydraulic Structures, System No. 5-C-Z. Pilings will be finished with paint to make them appear roughly similar in appearance to the wood pilings in the rest of the facility. The painting plan will be part of the work plan submitted for the steel pipe pile.

Surface Preparation

1st Coat 2nd Coat 3rd Coat 4th Coat

White metal blast cleaning

Vinyl zinc-rich VZZ-108d (double spray coat)

Dark Red Oxide Vinyl V-106d (double spray coat)

Light Red Oxide Vinyl V- 106d (double spray coat)

Dark Red Oxide Vinyl V-106d (double spray coat)

3.3.1.5 Piles will be driven to the top elevations (cut-off) shown on Attachment C – Design Drawing or to refusal. Penetration into the river bed may be greater than the 21 foot minimum in some instances. Piles will be capped and sealed in accordance with Attachment C – Design Drawing.

3.3.1.5.1 The contractor will use vibratory pile-driving equipment when driving steel piling into the riverbed. The use of impact-hammer pile driving is not authorized as part of this contract. All piles will be driven within A Boom, which is located in the channel of the Clark Fork River.

3.3.1.5.2 In the event of refusal with penetration of less than 21 feet, the pile will be pulled, repositioned and re-driven to obtain the minimum 21 feet. If refusal occurs after 21 foot penetration has been reached, the pile will be cut off at the appropriate top elevation.

3.3.1.6 The contractor will submit a steel pipe pile specification and a work plan to the government for approval that will address all salient characteristics listed above.

3.3.2 Replacement of Shear Booms. Identified shear booms will be replaced with an engineered, commercially-available manufactured product that is appropriate to the site.

Work will comply with the layout seen in Attachment A - Overview of Drift Facility.

USACE personnel will identify and provide to the Contractor the location of shear booms that will be replaced. New shear booms will be, generally speaking, as close as possible to the previous shear boom and will follow the same general site profile as found in Attachment A – Overview of Drift Facility.

3.3.2.1 The contractor will be responsible for replacing the missing shear boom length identified in Attachment D – Component Damage of approximately 600 feet.

This attachment is provided for information only and is not considered to be authoritative lengths of shear boom or locations of shear boom. The contractor will be responsible for providing sufficient shear boom to replace the failed components identified in red.

3.3.2.2 The contractor will be responsible for furnishing all materials associated with shear boom replacement. The purpose of the shear boom is debris control and will meet the following characteristics.

3.3.2.2.1 The installed shear boom will be able to operate in freshwater and withstand a design current velocity of ten (10) feet per second and 42,000 lbf on every 100 foot segment of boom. The boom will also withstand sustained wind conditions of 20 miles per hour, gusting up to 90 miles per hour.

3.3.2.2.2 The installed shear boom will be able to operate in water depths ranging from two (2) to 15 feet in depth, with a high water level ranging from six (6) to 23 feet and a low water level ranging from zero (0) to ten (10) feet.

3.3.2.2.3 The installed shear boom will have a debris screen of 24-inches (minimum) and will be permanently installed by the contractor to in-place dolphins (wood or steel) or the replaced single piles described in Paragraph 3.3.1.

3.3.2.3 The contractor shall not use wood, treated or not treated, in the shear booms.

3.3.2.4 The contractor will submit a boom and fitting specification and a work plan to the government for approval that will address all salient characteristics listed above.

4.0 ATTACHMENTS & REFERENCE DOCUMENTS:

4.1 The standards stated above are pertinent to this project. In addition, the following reference documents are pertinent to this project:

4.2 Attachments:

Attachment A – Overview of Drift Facility Attachment B – Reference Drawing Attachment C – Design Drawing

Attachment D – Component Damage

4.3 List of Additional References and Codes: The contractor shall comply with the most recent edition, at time of solicitation, of all pertinent Local, State, and Federal building and life/health/safety codes, to include the following:

American National Standards Institute (ANSI) EM 385-1-1 (http://www.usace.army.mil/CESO/Pages/EM385-1-1.aspx) Occupational Safety and Health Administration (OSHA) Unified Facility Criteria (UFC) 4-150-07, 19 June 2001 ASTM A 252, Welded and Seamless Steel Pipe, 2002 ASTM D 1143, Piles Under Static Axial Compressive Load, 1994 AWS D1.1/D1.1M, Structural Welding Code – Steel, 2002 UFGS 09 97 02, Painting: Hydraulic Structures UFC 4-150-07, Maintenance and Operation: Maintenance of Waterfront Facilities, 2012 UFC 4-151-10, General Criteria for Waterfront Construction, 2012

5.0 CONDITIONS AFFECTING WORK:

5.1 Site Conditions: The contractor will be limited to operating in the Lake and Clark Fork River by the Lake elevation and the flow rate of the Clark Fork River.

5.1.1 The contractor shall indicate to the COR and the Project Engineer the operating abilities and constraints of their equipment to execute work and will abide by those constraints.

5.1.2 All pile driving will be completed within the work window suitable for fish beginning 01 July, 2018 and ending 18 September, 2018. In order to allow sufficient time for environmental coordination, requests for extension of the work window for fish must be provided to the COR at least three (3) weeks in advance and shall not be implemented without COR approval. No pile driving may be conducted before 01 July, 2018 or after 18 September, 2018 without prior COR approval.

5.2 Work Coordination: All work will be scheduled and coordinated with the COR or their designee at all times.

5.2.1 Interfacing with Others: The contractor shall plan his work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the Lake and along the Clark Fork River.

5.2.2 The contractor may not block traffic, roads, access routes, or exits without prior coordination with the COR or other authorized government representative. USACE personnel will coordinate with local authorities for possible blocked traffic, roads, access routes or exits that are deemed essential to the completion of the contract.

5.2.3 Contractor personnel will confine their operations to the work site, designated parking and storage areas. The work site and the contractor lay-down area, which will be the Drift Facility grounds located adjacent to the Lower C boom, see Attachment A – Overview of Drift Facility.

5.2.4 Post-Award Meeting: The contractor shall attend a teleconference post-award meeting presided over by the Project Engineer prior to commencing activities. The contractor shall contact the Project Engineer within 2 days of award to establish a date and time for the post-award meeting. The contractor shall submit a schedule of work and a Work Plan at that meeting for government approval unless these items have been previously approved by the government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times.

5.2.5 Weekly Progress meetings: Contractor shall schedule weekly progress meetings via teleconference. Attendees will include at a minimum the COR, Project Engineer and the contract manager or his/her alternate. Times shall be determined during the Post- Award Conference.

5.2.6 Compliance with Rules, Regulations, and Statutes: All contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, and hazardous material handling while performing this Contract. All work shall meet or exceed all applicable industry standards.

5.2.7 Travel: All travel shall be accomplished consistent with the Government Joint Travel requirements (JTR), and FAR 31.205-46 Travel Costs requirements.

5.3 Safety: USACE Safety and Health Requirements Manual (EM 385-1-1), available online at http://www.usace.army.mil/CESO/Pages/EM385-1-1.aspx, shall be considered to be a part of this Contract and will be enforced as such.

5.3.1 The contractor shall prepare an accident prevention plan in accordance with the most current version of EM 385-1-1. During performance of this work, the contractor shall ensure that proper barriers and covers are in place to protect the public and employees.

5.3.2 Contractor must comply with ANSI 10.34 regarding public safety EM 385-1-1.

The contractor will also be required to submit a Work Plan which must address the public safety aspect of the project.

5.3.3 The contractor is not anticipated to encounter lead, creosote or asbestos. Should the contractor identify lead, creosote or asbestos containing materials not already identified in the contract documents, the contractor shall stop work and immediately notify the

COR.

5.3.4 Firearms: Contractor personnel shall carry no firearms while performing work under this contract.

5.4 Work Facilities and Temporary Controls: Contractor will comply with the following while on-site:

5.4.1 The contractor will provide a contract manager who will be responsible for the performance of the work. The name of this person and an alternate who will act for the contractor when the manager is absent will be designated in writing to the Contracting Officer. The contract manager or alternate will have full authority to act for the contractor on all contract matters relating to daily operations of this contract. The contract manager or alternate will be available between 7:00 am and 5:00 pm Monday thru Sunday except when the government facility is closed for administrative reasons.

5.4.2 The contractor will develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS. The contractor will 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 the contractor self-assures that all work accomplished complies with the requirements of the contract.

The contractor will submit the quality control plan to the COR and the Project Engineer in accordance with the timeline laid out in paragraph 3.2.

5.4.3 The government will evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan is primarily focused on what the government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance and the minimum acceptable defect rate(s).

5.4.4 All contractor personnel shall register with the Natural Resources manager and Security Office prior to being allowed to work on the site. Telephonic notification is acceptable. Contractor personnel shall wear safety vests, badges, or labeled hard hats identifying their employing organization at all times while onsite.

5.4.5 Lay down/Staging Areas will be confirmed with the COR and Project Engineer prior to commencement of work. All contractor personal vehicles shall be parked in the Drift Facility Grounds, to be confirmed during the post-award meeting. Work vehicles shall remain in the designated parking area or the staging area unless actively engaged in loading/unloading operations. The contractor is responsible for security of his own property and security of government property when work activities affect existing security measures.

5.4.5.1 In addition to the requirements of any other contract clauses, the contractor shall protect all government property within the work area, and shall be responsible for any damage to government property caused by contractor or subcontractor personnel during the performance of this contract.

5.5 Utilities: Contractor is not expected to encounter any utilities while executing work against this contract. However, the contractor shall coordinate with Albeni Falls Dam should any of the following be needed:

5.5.1 Utility outages: Shall be coordinated at least 7 (seven) workdays prior to proposed outages. Outages shall be scheduled to minimize interruptions to normal using agency operations.

5.5.2 Potable Water: There is no water available from the government at the areas of work.

5.5.3 Electricity: There is no electricity available from the government at the areas of work.

5.5.4 Contractor shall provide and maintain portable toilet facilities at the site for the use of contractor and subcontractor personnel, as required by the EM 385-1-1.

5.6 Environmental Protection

5.6.1 Work under this contract involves activities in and near the Clark Fork River, waters of the State of Idaho. Bull Trout, listed as a Threatened Species under the Endangered Species Act, inhabit the Clark Fork River during all times of the year, and use the facility 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 work 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.

5.6.2 The contractor shall prepare an environmental protection plan in accordance with the most current version of EM 385-1-1. During performance of this work, the contractor shall take all appropriate measures to prevent environmental pollution and damage that might result from operations under this contract. The environmental protection plan will include at a minimum:

5.6.2.1 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.

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

5.6.2.2.1 The general fish protection criteria are based on avoiding peak pressures greater than 206 dB or cumulative sound exposure levels above 187dB.

5.6.2.2.2 Noise and turbidity/sediment disturbance mitigation measures are subject to government approval and must be listed as part of the Environmental Protection Plan.

5.6.2.3 Disposal plan: Will describe where and how contaminated piles will be disposed.

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

6.0 SECURITY:

6.1 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 DOD, 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.

6.2 Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

6.3 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." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

7.0 PERFORMANCE PERIOD:

7.1 Complete all work on all items no later than 31 October, 2018. The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation, if applicable. No pile-driving will take place after 18 September, 2018. All work will be conducted during periods that meet the conditions set out in Paragraph 5.1 of this contract.

8.0 PLACE OF PERFORMANCE:

8.1 Site Work Hours: Work hours at the sites will be restricted to the following hours:

Albeni Falls Dam: Monday – Sunday between 7:00 a.m. and 5:00 p.m.

Requests for alternate work schedules may be considered, but will be approved by the Contracting Officer Representative. Alternate work schedules to include evening hours must be coordinated and approved at a minimum one (1) week prior to the requested work date.

8.2 Place of Work Performance: Work shall be performed at the sites listed below. The government will provide ample space in order to perform the required tasks. The government will provide access to all government documents, people, facilities, and technology infrastructure relative to the success and completion of deliverables specified in this PWS.

Clark Fork Drift Facility, Clark Fork River, Clark Fork, ID 83811

8.3 Delivery. Delivery of all materials will be coordinated with the requesting Site POC.

Delivery will be made to the physical address identified as the place of work performance.

9.0 POINTS OF CONTACT:

9.1 All correspondence related to this project shall be directed to the Contract Administration and Management staff:

Contracting Officer U.S. Army Corps of Engineers P.O. Box 3755 Seattle, WA. 98124-3755 Phone: (206) 764-4481

QUALITY ASSURANCE SURVEILLANCE PLAN

Version 1 – 12 June 2018

Contract Number: TBD

Contract Description: Clark Fork Drift Facility Emergency Repairs

Contractor’s name: TBD

1. PURPOSE.

This Quality Assurance Surveillance Plan (QASP) provides a systematic method to evaluate performance for the stated contract. This QASP explains the following:

What will be monitored.

How monitoring will take place.

Who will conduct the monitoring.

How monitoring efforts and results will be documented.

This QASP does not detail how the contractor accomplishes the work. Rather, the QASP is created with the premise that the contractor is responsible for management and quality control actions to meet the terms of the contract. It is the Government’s responsibility to be objective, fair, and consistent in evaluating performance. In addition, the QASP should recognize that unforeseen and uncontrollable situations may occur.

This QASP is a “living document” and the Government may review and revise it on a regular basis. However, the Government shall coordinate changes with the contractor. Updates shall ensure that the QASP remains a valid, useful, and enforceable document. Copies of the original QASP and revisions shall be provided to the contractor and Government officials implementing surveillance activities.

This QASP was developed to comply with the Federal Acquisition Regulation (FAR), Subpart 37.6, Performance Based Acquisition and 46.4, Government Contract Quality Assurance. In addition, FAR, Subpart 46.103, Contracting Officer Responsibilities, states that agencies shall develop quality assurance surveillance plans when acquiring services.

2. GOVERNMENT ROLES AND RESPONSIBILITIES.

The following personnel shall oversee and coordinate surveillance activities.

a. Contracting Officer (KO) - The KO shall ensure performance of all necessary actions for effective contracting, ensure compliance with the contract terms, and shall safeguard the interests of the United States in the contractual relationship. The KO shall also assure that the contractor receives impartial, fair, and equitable treatment under this contract. The KO is ultimately responsible for the final determination of the adequacy of the contractor’s performance.

Assigned KO: Caroline Mueller Organization or Agency: U.S. Army Corps of Engineers, Seattle District Telephone: 206-764-6741 Email: caroline.b.mueller@usace.army.mil

b. Contract Specialist - The Contract Specialist acts as an acquisition consultant and serves as the liaison between the contractor and the KO.

Assigned Contract Specialist: Monique Paano Telephone: 206-764-6084 Email: Monique.a.paano@usace.army.mil

c. Contracting Officer’s Representative (COR) - The COR is responsible for technical administration of the contract and shall assure proper Government surveillance of the contractor’s performance. The COR shall keep a quality assurance file. At the conclusion of the contract or when requested by the KO, the COR shall provide documentation to the KO. The COR is not empowered to make any contractual commitments or to authorize any contractual changes on the Government’s behalf. The contractor shall refer any changes they deem may affect contract price, terms, or conditions to the KO for action.

Assigned COR: Bradley Brandt Telephone: (509) 244-5571 ext. 1241 Email: bradley.r.brandt@usace.army.mil

d. Other Key Government Personnel -

Name: CPT Joseph Gambino Title: Project Engineer Telephone: 206-764-3598 Email: joseph.m.gambino@usace.army.mil

3. CONTRACTOR REPRESENTATIVES:

The following employees of the contractor serve as the contractor’s Primary and Alternate Point of Contact for this contract.

a. Primary Point of Contact - TBD Telephone: TBD Email: TBD

b. Alternate Point of Contact - TBD Telephone: TBD Email: TBD

c. Other Contractor Personnel - TBD Title: TBD Telephone: TBD Email: TBD

4. PERFORMANCE STANDARDS.

Performance standards define desired services. The Government performs surveillance to determine if the contractor exceeds, meets, or does not meet these standards.

The Performance Requirements Summary Matrix (PRS) includes performance standards.

The Government shall use these standards to determine contractor performance and shall compare contractor performance to the PRS thresholds.

Performance Objective (The Service required— usually a shall statement)

Standard Performance Threshold (This is the maximum error rate. It could possibly be “Zero Deviation from Standard”)

Method of Surveillance

PRS # 1.

The contractor shall mobilize and de-mobilize all contractor personnel, materials and equipment to the job site.

All resources needed to accomplish the tasks in the PWS are on the job site

All resources available as appropriate

Periodic inspection of Contractor

PRS # 2.

The contractor shall provide all deliverables listed in paragraph 3.2 of the PWS

All deliverables shall meet the requirements of the PWS.

Report shall meet all requirements of the PWS.

All USACE comments shall be addressed in the final report.

100% inspection of written work.

PRS # 3a.

The contractor shall replace approximately 600 feet of shear booms located in Boom A of the Clark Fork Drift Facility

Manufacturers specification

Contractor shall meet all manufacturer specifications for the installation of the commercially-available manufactured product

Periodic inspection of Contractor during installation activities.

PRS # 3b The contractor shall replace six (6) dolphins located in Boom A of the Clark Fork Drift Facility

ASTM A 252

ASTM D 1143

AWS D1.1/D1.1M

Attachment C

All pile driving and welding will be done in accordance with the provided attachment and the appropriate ASTM standard

Periodic inspection of Contractor during pile driving activities.

5. METHODS OF QA SURVEILLANCE.

Various methods exist to monitor performance. The COR shall use the surveillance methods listed below in the administration of this QASP.

Regardless of the surveillance method, the COR shall always contact the contractor's primary point of contact when a defect is identified and inform the point of contact of the specifics of the problem. The COR shall be responsible for monitoring the contractor’s performance in meeting a specific performance standard.

a. 100% INSPECTION. (Evaluates all outputs. Most applicable to small quantity, but highly important services. May be used where there are written deliverables and stringent requirements such as tasks required by law, safety, or security.) 100% inspection of all written reports will be conducted by the Government to ensure adequate documentation.

i. Progress or status meetings.

Periodic meetings between the contractor and Government may occur at the USACE Seattle District office, with contract performance as an agenda item.

Surveillance results may be used as the basis for actions (to include payment deductions) against the contractor. In such cases, the Inspection of Services clause in the Contract becomes the basis for the KO’s actions.

6. RATINGS.

Metrics and methods are designed to determine if performance exceeds, meets, or does not meet a given PRS standard. A rating scale shall be used to determine a positive, neutral, or negative outcome. The following ratings shall be used:

EXCEPTIONAL:

Performance significantly exceeds contract requirements to the Government’s benefit.

SATISFACTORY: Performance meets contractual requirements.

UNSATISFACTORY: Performance does not meet contractual requirements.

Ratings shall be used for all PRS identified in Section #4, Performance Standards.

7. DOCUMENTING PERFORMANCE.

a. ACCEPTABLE PERFORMANCE.

The Government shall document positive performance. A report template is attached. Any report may become a part of the supporting documentation for fixed fee payments, award fee payments, or other actions.

b. UNACCEPTABLE PERFORMANCE.

When unacceptable performance occurs, the COR shall inform the contractor. This will normally be in writing unless circumstances necessitate verbal communication. In any case the COR shall document the discussion and place it in the COR file and courtesy copy the KO.

When the COR determines formal written communication is required, the COR shall prepare a Contract Discrepancy Report (CDR), and present it to the contractor's primary or alternate point of contact. A CDR template is attached to this QASP.

The contractor shall acknowledge receipt of the CDR in writing. The CDR will specify if the contractor is required to prepare a corrective action plan to document how the contractor shall correct the unacceptable performance and avoid a recurrence. The CDR will also state how long after receipt the contractor has to present this corrective action plan to the COR. The Government shall review the contractor's corrective action plan to determine acceptability.

Any CDRs may become a part of the supporting documentation for contract payment deductions, fixed fee deductions, award fee nonpayment, or other actions deemed necessary by the KO.

8. FREQUENCY OF MEASUREMENT.

a. Frequency of Measurement.

During contract/order performance, the COR shall take periodic measurements based on 100% inspection of work products as specified in the PRS matrix, and shall analyze whether the negotiated frequency of measurement is appropriate for the work being performed.

b. Frequency of Performance Assessment Meetings.

The COR shall meet with the contractor weekly prior to payment to assess performance and shall provide a brief written assessment of project status. This applies to the base contract and any awarded option years.

9. DOCUMENTING EVALUATIONS

a. Payment Deductions

Due to the critical nature of the support the Contractor’s performance will be compared to contract requirements on a monthly basis against the Acceptable Quality Levels using this Quality Assurance Surveillance Plan to guide evaluations and the 100% Inspection to document findings. If the performance in any required service fails to meet the performance threshold identified in the SOW, payments to the contractor may be reduced by the contracting officer.

The Government’s primary quality assurance procedures are based on validated customer complaints and incidental inspections by the Contracting Officer’s Representative (COR).

b. Deduction Example:

Work that is deficient and does not meet contract requirements shall be re-done at no cost to the Government.

Prepared by: Joseph M. Gambino, CPT, EN

Signature – Contracting Officer’s Representative

PERFORMANCE REPORT

1. CONTRACT NUMBER: xxxx

2. Prepared by: (Name of COR)

3. Date and time of observation:

4. Observation:

<Examples of items to include in a report are:

- Method of surveillance.

- How frequently you conducted surveillance.

- Surveillance results.

- Number of observations.>

Prepared by: (Name of COR)

Signature – Contracting Officer’s Representative Date

CONTRACT DISCREPANCY REPORT (CDR)

1. Contract Number: xxxx

2. TO: (Contractor Point of Contact) <insert name>

3. FROM: (Name of COR)

4. Date and time observed discrepancy:

5. Source of Complaint:

6. Discrepancy of Problem:

<Describe in detail. Identify any attachments.>

7. Corrective action plan:

A written corrective action plan < is / is not > required.

< If a written corrective action plan is required include the following. > The written Corrective Action Plan will be provided to the undersigned not later than < # days after receipt of this

CDR. >

8. Government actions (payment deductions, performance evaluation meetings, or other actions):

Prepared by: (Name of COR)

Signature – Contracting Officer’s Representative Date

Received by:

Signature - Contractor Task Manager or on-site representative Date

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 31-OCT-2018 1 ALBENI FALLS DAM PROJECT OFFICE

2376 HIGHWAY 2

OLDTOWN ID 83822-9243

208-437-3133

960513

0002 31-OCT-2018 1 (SAME AS PREVIOUS LOCATION)

0003 31-OCT-2018 1 (SAME AS PREVIOUS LOCATION)

0004 31-OCT-2018 1 (SAME AS PREVIOUS LOCATION)

CLAUSES INCORPORATED BY REFERENCE

52.203-3 Gratuities APR 1984 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.209-7 Information Regarding Responsibility Matters JUL 2013 52.212-1 Instructions to Offerors--Commercial Items JAN 2017 52.212-4 Contract Terms and Conditions--Commercial Items JAN 2017 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

52.232-40 Providing Accelerated Payments to Small Business Subcontractors

DEC 2013

252.203-7000 Requirements Relating to Compensation of Former DoD Officials

SEP 2011

252.203-7003 Agency Office of the Inspector General DEC 2012 252.203-7005 Representation Relating to Compensation of Former DoD

Officials

NOV 2011

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.213-7000 Notice to Prospective Suppliers on Use of Supplier Performance Risk System in Past Performance Evaluations

MAR 2018

252.219-7003 Small Business Subcontracting Plan (DOD Contracts) APR 2018 252.223-7008 Prohibition of Hexavalent Chromium JUN 2013 252.225-7008 Restriction on Acquisition of Specialty Metals MAR 2013

252.225-7009 Restriction on Acquisition of Certain Articles Containing Specialty Metals

OCT 2014

252.225-7012 Preference For Certain Domestic Commodities DEC 2017 252.225-7021 Trade Agreements--Basic DEC 2017 252.225-7031 Secondary Arab Boycott Of Israel JUN 2005 252.225-7036 Buy American--Free Trade Agreements--Balance of

Payments Program--Basic (DEC 2017)

DEC 2017

252.226-7001 Utilization of Indian Organizations and Indian-Owned Economic Enterprises, and Native Hawaiian Small Business Concerns

SEP 2004

252.232-7003 Electronic Submission of Payment Requests and Receiving Reports

JUN 2012

252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.246-7003 Notification of Potential Safety Issues JUN 2013 252.247-7023 Transportation of Supplies by Sea APR 2014

CLAUSES INCORPORATED BY FULL TEXT

52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--COMMERCIAL ITEMS (NOV 2017)

The Offeror shall complete…