W912DW18Q0063R0002.pdf

W68MD981575249

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

See continuation sheet.

(Amendment R0002)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Jul-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW18Q0063

X 9B. DATED (SEE ITEM 11)

02-Jul-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Jul-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18Q0063

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT R0002

1. This amendment provides for the following changes:

a. PWS item 3.3.2.2.1 is revised.

b. PWS item 3.3.2.2.3 is revised.

2. The quote submittal time and date is extended to July 18th 2018 at 10:00 AM PST.

3. The attached revised sections are to be replaced in their entirety. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE: Sign and date Standard Form 30 for this amendment to the solicitation.

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 16-Jul-2018 02:00 PM to 18-Jul-2018 10:00 AM.

The following have been modified:

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 11,000 pounds of force on every 100 foot segment of boom. The boom will also withstand sustained wind conditions of 20 miles per hour, gusting up to 90 115 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.

The debris screen should also extend a minimum of 12” above the water level.

The shear boom should have a minimum freeboard height of one (1) foot.

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

(End of Summary of Changes)