PAN24P004570 BNSRMPH123_SPECS_DRAFT.pdf

SOLICITATION

W9127N24XXXXX

Bonneville Lock and Dam Multnomah County, OR

SPILLWAY ROCK MITIGATION - PHASE I

Project Manual

% D

RAFT

Bonneville Spillway Rock Mitigation (Phase I)

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 27.00 25 DIVING

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 39.10 25 AS-BUILT DRAWINGS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 31 - EARTHWORK

31 23 00.00 20 ROCK REMOVAL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 REFERENCES

1.2 MEANING OF TERMS

1.3 CONTRACTING OFFICER

1.4 SERIAL LETTER CORRESPONDENCE

1.4.1 Numbering

1.4.2 Subcontractors

1.4.3 Transmittals

1.5 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

1.7 LETTERS OF AUTHORITY

1.8 LABOR STANDARDS

1.8.1 Coverage

1.8.2 Wages

1.8.3 Overtime

1.8.4 Deductions

1.8.5 Apprentices

1.8.6 Payrolls

1.8.7 Supply and Use of Electronic Software for Processing Wage Rate

Requirements

1.8.8 Records

1.8.9 Job Interviews

1.9 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.10 PARTNERING

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.12 BASIS FOR SETTLEMENT OF PROPOSALS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 10 00.00 25 Page 1

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 MEANING OF TERMS

a. Specification Sections of this Contract are generally written in the imperative mood. In sentences using the imperative mood, the subject, "the Contractor," is implied. Also implied in this language are "shall," "shall be," "must," or similar words and phrases. In material specifications, the subject may also be the supplier, fabricator, or manufacturer supplying material, products, or equipment for use on the project.

b. Wherever "directed," "required," "prescribed," or other similar words are used, the "direction," "requirement," or "order" of the Contracting Officer (CO) is intended. Similarly, wherever "approved," "acceptable," "suitable," "satisfactory," or similar words are used, the words mean "approved by," "acceptable to," or "satisfactory to" the CO.

c. The word "will" generally pertains to decisions or actions of the

CO.

1.3 CONTRACTING OFFICER

The CO who signed this Contract is the primary CO for the Contract.

Nevertheless, any CO assigned to the Portland District and acting within his/her authority may take formal action on this Contract when a Contract action needs to be taken and the primary CO is unavailable. All correspondence must be through the CO or, upon notification, their authorized Representative (COR).

1.4 SERIAL LETTER CORRESPONDENCE

All letters must be electronically submitted to the Government and must be sent to designated parties via email and exported via the RMS interface.

All letters must be signed in accordance with the letters of authority.

Send any documents requiring original hardcopy/signatures to: Bonneville

SECTION 01 10 00.00 25 Page 2

Resident Office, PO Box 70, Cascade Locks, OR 97014.

1.4.1 Numbering

All serial letter correspondence must be independently numbered sequentially with no numbers missing or duplicated, commencing with number one. Each letter must show the Contract number, description, and subject matter. Only one subject should be covered in the same letter.

1.4.2 Subcontractors

Subcontractors must not correspond with either the Resident or District offices; the Prime Contractor must handle all correspondence.

1.4.3 Transmittals

Transmittals of signed pay estimates, payrolls, submittals, and other similar correspondence will not require a Serial Letter.

1.5 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

The latest version in effect on the date of the Solicitation for this Contract (in accordance with EM 385-1-1 Paragraph 4 General, will be contractually binding as part of this Contract. The latest version, including all errata and changes, must be used for this Contract and is obtainable at http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals /EM_385-1-1.pdf .

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

Submit SD-01, Preconstruction Submittals (listed on the submittal register, Attachment A1, and defined in Section 01 33 00, SUBMITTAL PROCEDURES). The listed components of the Project-Specific Management Plan (PSMP) must be submitted separately under the appropriate specifications section. Upon approval, the components must be combined into a single PSMP binder that will be kept onsite. Update the PSMP whenever the plans contained within are updated or amended. The COR will periodically review the onsite copy of the PSMP. If a current version of the PSMP is not available and up to date, site work may be stopped until deficiencies are corrected. Acceptance of the PSMP is required prior to mobilization.

The PSMP must include:

a. Section I - Accident Prevention Program.

(1) Accident Prevention Plan ( EM 385-1-1 and Section 01 35 26.00 25, GOVERNMENTAL SAFETY REQUIREMENTS).

(2) Drug-free workplace policy.

(3) Global Harmonization program ( EM 385-1-1 ).

(4) Activity hazard analysis ( EM 385-1-1 ).

(5) Equipment certification.

b. Section II - Environmental Protection Plan (Section 01 57 19.00 25, SECTION 01 10 00.00 25 Page 3

TEMPORARY ENVIRONMENTAL CONTROLS).

c. Section III - Construction Quality Control System (Section 01 45 00.00 25, QUALITY CONTROL).

(1) Contractor's quality control (CQC) plan.

(2) CQC Daily Report form.

d. Project Work Plan. The following are examples:

(1) Roadway Access Agreement.

(2) Temporary electrical systems.

(3) Welder qualifications.

(4) Welding procedures.

(5) Bolt pre-tensioning procedure.

e. Schedule for Construction.

f. Submittal Register.

1.7 LETTERS OF AUTHORITY

a. To authenticate actions required under terms of this Contract, furnish a letter of authority to the CO and Resident Engineer that indicates the names of individual or individuals who are authorized to perform the following functions on behalf of the company:

(1) Sign progress payment estimates.

(2) Sign final payment estimate.

(3) Accept Government-furnished property (if applicable).

(4) Sign Contract modifications, supplemental agreements and consent of surety.

(5) Monitor and report on the environmental protection plan, management plan, quality control plan, and safety plan.

(6) Supervise the field activities.

(7) Sign Release of Claims.

(8) Sign Correspondence.

b. This letter of authority must bear the typewritten names and the handwritten signatures of each individual and be signed by the person whose signature appears on the final Contract.

1.8 LABOR STANDARDS

Comply with the following labor standards, statutes, and regulations:

Davis-Bacon Act; Contract Work Hours and Safety Standards Act; Copeland Act; Secretary of Labor's regulations (Parts 3 and 5, Subtitle A, Title

SECTION 01 10 00.00 25 Page 4

29, Code of Federal Regulations). Submit a serial letter identifying the crafts and wage rates for all Prime and subcontractor employees to whom the Contract's construction wage rate requirements apply. The Government will review these crafts and rates for conformance with the wage determination.

1.8.1 Coverage

Contract provisions relating to wages, overtime, payroll deductions, and other labor standards requirements cover foremen, laborers, and mechanics, including owner-operators of other than hauling equipment and other individual enterprises performing the duties of a laborer or mechanic.

Bona fide owner-operators of hauling equipment, such as trucks, who are independent contractors, are not covered, and the certified payrolls, including the names of such owner-operators, need not show hours worked nor rates paid, but only the notation "owner-operator".

1.8.2 Wages

Wages must be paid at least once a week and be computed at hourly rates not less than those set forth in the Contract wage schedule, as set by the Davis-Bacon Act wage determinations, for the particular classifications of work performed.

1.8.3 Overtime

Pay overtime for work in excess of 40 hours in any workweek at not less than 1-1/2 times the basic rate of pay. Rates paid for fringe benefits are excluded in the computations of overtime.

1.8.4 Deductions

Deductions from wages earned may be only those that are permitted by the Copeland Act (Anti-Kickback) regulations.

1.8.5 Apprentices

Comply with the requirements of 29 CFR 5.5(a)(4)(i) with respect to apprentices.

1.8.6 Payrolls

Prepare and submit correct Weekly Payrolls, including those of subcontractors. Incorrect and delinquent payrolls will delay processing of partial payment estimates.

1.8.7 Supply and Use of Electronic Software for Processing Wage Rate Requirements

a. Use a commercially-available electronic system to process and submit certified payrolls electronically to the Government is encouraged. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. If an electronic payroll processing system, then the Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing

SECTION 01 10 00.00 25 Page 5 weekly payrolls and other data required to comply with the Wage Rate Requirements statute. If an electronic payroll system is used, the electronic payroll service must be used to prepare, process, and maintain the relevant payrolls and basic records during all work under this contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required three years after contract completion. If an electronic payroll system is not used, then the Contractor must obtain and provide electronic system access to the Government, over the duration of this Contract.

The access must include electronic review access by the Government to the electronic payroll processing system used by the Contractor.

c. Provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees for both the prime and all subcontractors planned to be employed under the contract;

(4) capable of producing electronic versions of weekly payroll data and capable of exporting weekly payroll records for uploading into the RMS CM) 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the Government over the life of the contract and to make corrections prior to submission to the Government.

d. All incurred costs related to the provision and use of an electronic payroll processing service shall be included in the price for the overall work under the Contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this Contract.

1.8.8 Records

Maintain payroll and Employment Records during the course of work and for three years thereafter. They are subject to inspection by the CO and the U.S. Department of Labor.

1.8.9 Job Interviews

A Government representative will interview Contractor and subcontractor employees from time to time during working hours on the job.

1.9 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers

SECTION 01 10 00.00 25 Page 6

(USACE) Contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE Contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant Contract, USACE Contractors are encouraged to seek out highly qualified veterans to perform services under this Contract. The following resources are available to assist USACE Contractors in their outreach efforts:

a. U.S. Department of Labor Veterans employment: www.vets.gov/

b. Federal veteran employment information:

www.fedshirevets.gov/index.aspx

c. Veterans' Employment and Training Service (VETS):

http://www.dol.gov/vets/

d. Veterans Opportunity to Work (VOW) Program:

http://benefits.va.gov/vow/

e. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

1.10 PARTNERING

a. The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. Among the objectives are effective and efficient Contract performance and are intended to achieve completion within budget, on schedule, and in accordance with the plans and specifications; and to develop a single cooperative management team focused on the success of the project to mutual benefit of all stakeholders. This partnership will be bilateral in makeup, and participation will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by both parties, and will be shared equally with no change to the Contract price. An integral aspect of partnering is the resolution of disputes in a timely, professional, and non-adversarial manner through the use of issue clarification and problem solving. Alternate Dispute Resolution (ADR) methodologies will be encouraged in place of the more formal dispute resolution procedures. ADR will assist in promoting and maintaining an amicable working relationship to preserve the partnership. ADR is a voluntary, non-binding procedure available for use by the parties to this Contract to resolve any dispute that may arise during performance.

b. Should the Contractor elect to participate in partnering, key on-site and home office management personnel will be required to attend a full day partnering session as directed by the Government with an outside facilitator. The cost of this facilitated session is anticipated to be around $5,000 and will be shared equally between the Contractor and the Government.

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

a. This special contract requirement does not apply to terminations.

See FAR Part 49.

b. Allowable cost for construction and marine plant and equipment in

SECTION 01 10 00.00 25 Page 7 sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8 , Construction Equipment Ownership and Operating Expense Schedule, Region VIII.

Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.12 BASIS FOR SETTLEMENT OF PROPOSALS

a. Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis.

b. In evaluating a termination settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

SECTION 01 10 00.00 25 Page 8

(5) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 10 00.00 25 Page 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 IN-WATER WORK

1.4.1 In-Water Work (IWW) Periods

1.4.2 In-Water Work Activities

1.5 INCLEMENT WEATHER CONSTRUCTION

1.6 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.6.1 Fish Ladder Entrances

1.6.2 Spillway Operations

1.6.3 Stage Duration Curves

1.6.4 Columbia River Flows at Bonneville Lock and Dam

1.7 WEEKLY COORDINATION MEETINGS

1.8 CONTRACTOR EMPLOYEES

1.9 ACCESS AGREEMENTS AND WORK AREAS

1.9.1 Access Agreements

1.9.2 Work Areas

1.9.3 Employee Access and Parking

1.9.4 Avian Carrier Line Removal and Replacement

1.10 SECURITY PROCEDURES

1.10.1 Project Security

1.10.2 Contractor's General Personnel

1.10.3 Verification of Employment Eligibility

1.10.4 Identification of Employees

1.10.5 Non-US Citizens

1.10.6 Identification of Contractor Vehicles

1.11 SECURITY TRAINING

1.12 DECK ACCESS RESTRICTIONS

1.13 CONSTRUCTION PROJECT IDENTIFICATION SIGN

1.14 UTILITIES

1.14.1 Sanitary Facilities

1.14.2 Electrical Power

1.14.2.1 General

1.14.2.2 Temporary Electrical Wiring

1.15 CONTRACTOR'S EQUIPMENT

1.15.1 Contractor's Planned Equipment Methods

1.15.2 Plant and Equipment List

1.15.3 Movement of Equipment by the Contractor

1.16 CONTRACTOR USE OF GOVERNMENT CRANES

1.17 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.18 USE OF EXPLOSIVES

1.19 DAILY CLEANUP AND DISPOSAL

1.20 DISPOSAL OF EQUIPMENT AND MISCELLANEOUS MATERIALS

1.21 PROTECTION OF MATERIAL AND WORK

1.22 PROTECTION OF EXISTING UTILITIES

1.23 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.24 RESTORATION OF PROJECT ROADS

SECTION 01 10 10.00 25 Page 1

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 10 10.00 25 Page 2

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This Section covers general requirements applicable to specific Contractor's operations and equipment.

1.2 REFERENCES

The publications listed below form a part of this Specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

EP 310-1-6A (2006) Sign Standards Manual, VOL 1

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO LRFD (8th Edition; 2017) Bridge Design Specifications

U.S. ARMY (DA)

DA AR 25-2 (2007; RAR 2009) Information Assurance

DA AR 380-67 (1988; RAR 2011) Personnel Security Program

U.S. DEPARTMENT OF DEFENSE (DOD)

DoD 8570.01 (2004) Information Assurance Training, Certification, and Workforce Management

DoD 8570.01-M (2012) Information Assurance Workforce Improvement Program

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Access Agreements and Work Areas ; G

SECTION 01 10 10.00 25 Page 3

Security Procedures; G

Security Training; G

Temporary Electrical Wiring Plan; G

Contractor's Planned Equipment Methods; G

Plant and Equipment List; G

Loading Diagram; G

1.4 IN-WATER WORK

1.4.1 In-Water Work (IWW) Periods

The Government has established interim construction completion date, described as "in-water work periods," coinciding with the annual cycles of fish migration and related allowed maintenance periods. In general, this is a work period that allows for work in the water, on the water, and adjacent to the water where the work might affect fish passage (usually a 50-foot rule from the work site to the water). The IWW period established for this Contract is: 1 December through 28 February.

1.4.2 In-Water Work Activities

For purposes of this Contract, work items that must be restricted to the IWW period, along with further work restrictions, are described below:

a. All work involving barges or other floating plant.

b. All work in an active streambed.

1.5 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule must reflect adverse weather days in all weather dependent activities as defined in Contract Clause 52.236-4, PHYSICAL DATA. Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to Government property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.6 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor will coordinate as necessary.

1.6.1 Fish Ladder Entrances

All Contractor equipment shall be located between Bays 3 and 4 and Bays 11 and 12 for the north barrier structure and south barrier structure, respectively. Floating plant shall not be stationed near or block the flow from any operating Fish Ladder entrance.

1.6.2 Spillway Operations

During construction normal river flows shall be passed through the

SECTION 01 10 10.00 25 Page 4

Powerhouse; however, emergency spills through the spillway may be required. Flow through the spillway will occur when the total river exceeds the Powerhouse capacity. All work must be completed with sufficient time to allow for cure time such that spill for juvenile fish passage which uses all 18 spillway bays can begin on April 10th.

a. Seasonal River Flows:

(1) A forced spill operation can occur during seasonal river flows when the capacity of the Powerhouse is exceeded and the balance of the flow shall be passed over the spillway. During the in-water work period (IWW) for this Contract, the expected Powerhouse hydraulic capacity at Bonneville Dam will range from 170 thousand cubic feet per second (kft3/s) to 215 kft3/s depending on unit availability. The following flows have statistically occurred between 1976 and 1999:

Month December January February March

Average (kft3/s) 159.0 175.0 150.0 160.0

Maximum (kft3/s) 340.0 379.0 245.0 295.0

Minimum (kft3/s) 76.0 75.2 110.0 90.0

(2) The goal is not to spill but it should be anticipated that spill will occur during this Contract. A daily coordination meeting will be required between the Contractor and the Government to forecast river conditions at 13:30 PST.

(3) Interim spill patterns will be developed to minimize hydraulic loads on equipment. The Contractor should plan on estimated velocities on the floating equipment to range from zero to 3 knots during the interim spill. The interim spill patterns will be adjusted as the Contractor moves equipment. The Contractor shall have no personnel on any floating plant in the spillway channel during spill, except for fish ladder attraction spill which occurs through Bays 1 and 18, approximately 1500 ft3/s per bay. The velocities in the work area are expected to range from zero to one knot with fish ladder attraction spill.

b. High Season River Flows and Emergency Condition:

(1) If during this Contract, a requirement arises for the Bonneville Project to execute an emergency spill, the Contractor will be immediately notified by the Government of this emergency spill requirement. The Contractor shall immediately cease work and evacuate all personnel only (i.e. no equipment) from the Spillway BRZ. The Bonneville Operators plan is to start spill after 10 MINUTES from the Contractor notification. The Government will be in communication with the Contractor during evacuation.

The evacuation locations can be to the Navigation Lock Downstream Dock Area (most preferable) or downstream of the Project outer BRZ (less preferable) or the Powerhouse 2 BRZ area around the north downstream end of Cascade Island (least preferable).

(2) If during this Contract a planned or directed spill is

SECTION 01 10 10.00 25 Page 5 scheduled, the Contractor will be given notice by the Government and will have a minimum of 24 hours to evacuate personnel and equipment.

1.6.3 Stage Duration Curves

Tailwater stage duration curves are provided as Attachment A7. The curves provide information regarding water surface elevation exceedances for the period of time indicated. The stage (water surface elevation) is based on historical information and is based on historical operations of Bonneville Project.

1.6.4 Columbia River Flows at Bonneville Lock and Dam

The Columbia River at Bonneville Lock and Dam is a run of the river project and conditions are not controlled or set by specific operations or manipulations of the series of dams on the Columbia River. Flow conditions are dynamic but coordination with RCC/BPA will provide flow forecasting.

Due to power peaking and biological operational constraints there is significant fluctuation in project discharge and resulting tailwater in any 24 hours. Discharge will typically vary 50 to 60 Kcfs in 24 hours but can vary as much as 120 Kcfs. Flows are generally lower and flatter on the weekends and holidays due to lower power demands. The tailwater will typically vary 4 to 5 feet, generally less on weekends and holidays, but can very as much as 3 feet per hour and 12 feet in 24 hours during the in-water-work period for this Contract.

1.7 WEEKLY COORDINATION MEETINGS

Weekly coordination meetings must be held between the Contractor and the Government. This meeting will be used to discuss Contractor's safety, Quality Control Program, joint risk management, submittals, deficiencies, Contract administration, schedule, actual progress in the last week, and work planned in the upcoming two weeks. Any work requiring Project support or potential impacts to Project operations or maintenance must be noted. During the Preconstruction Meeting, the Government will determine responsibility of running this meeting. If the Government elects to run the coordination meeting, the Contractor must provide a two week look ahead, with the previous week progress, 48 hours before each weekly meeting to the Government representative. The responsible party must prepare and distribute, by e-mail, the coordination meeting agenda with a two week look ahead no later than 24 hours before each meeting. A meeting time and place will be mutually agreed upon for the same time each week.

Distribute weekly coordination meeting minutes no later than the close of business the next business day.

1.8 CONTRACTOR EMPLOYEES

Ensure that all employees are capable of demonstrating adequate knowledge of tools, supplies, equipment, and techniques necessary to competently perform the work. All personnel employed by the Contractor must be fully qualified in their respective fields to render the services necessary.

The Government may require the Contractor to discontinue using any employee in the performance of the work specified in this Contract determined by the Government to be unsatisfactory. Contractor employees will not be permitted to bring guests, family members, or non-employees to the job site at any time.

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1.9 ACCESS AGREEMENTS AND WORK AREAS

1.9.1 Access Agreements

a. Submit access procedures to and from the work site after the Contractor, the CO, and the Project's Representative have coordinated and determined the most advantageous access to, and staging of, the Contractor's assets deployed to the work site.

b. The right-of-way for the work (or delivery site) and access thereto will be furnished as stated in this Paragraph subject to mutual agreement between the Contractor and the Government concerning the specific route the Contractor is to use. Such mutual agreement must be reached prior to initiation, construction, or delivery.

c. The existing access roadway and any associated access roads on the Project, must not be closed as a result of construction or delivery activities associated with this Contract unless previously coordinated and approved by the Government. Traffic delays will only be permitted in accordance with the provisions of this Section.

d. When necessary to operate on or to cross existing highways or roads, all necessary permits must be obtained from the appropriate private or public authority.

e. In accordance with Contract Clause 52.236-13 Alt I, ACCIDENT PREVENTION - ALTERNATE I, and EM 385-1-1 , flaggers, signs, lights, and/or other safeguards must be provided to safely control and direct the flow of traffic when necessary for equipment to operate on or to cross access roads, arterial roads, or highways.

f. Spillage on Project roads and state or county roads will not be permitted, and the spillage must be immediately cleaned up at the expense of the Contractor.

g. No cleated or crawler-type equipment can be operated on paved surfaces.

h. Damage to all roads caused by the Contractor's operations must be repaired to pre-existing conditions at the expense of the Contractor.

i. Photograph the existing condition of all staging areas prior to mobilization and submit all photographs in the Access Agreements submittal. Failure to properly document existing conditions will result in a Government determination of necessary repairs.

1.9.2 Work Areas

a. Drawings showing the layout of the area proposed for use must be submitted for review and approval and comply with Contract Clause 52.236-10 OPERATIONS AND STORAGE AREAS. The drawing(s) must show the location of the principal components: offices, access roads, parking, storage facilities and disposal areas, which the Contractor proposes to construct within the designated limits.

b. Only Contractor and subcontractor parts trailers and lunch trailers may be allowed in the Contractor work areas and these must be subject to CO and Project approval. All Contractor and subcontractor trailers are required to be adequately and physically anchored to prevent

SECTION 01 10 10.00 25 Page 7 overturning due to high winds.

c. Should additional working space or lands within the Government right-of-way be required for material yards, job offices, or other purposes obtain prior Government approval in writing. When directed at any time during the progress of the work when space is needed within the right-of-way for other purposes, any part of the grounds that have been in use must be promptly vacated and cleaned up.

However, it is not the intent to require the Contractor's plant or material to be removed from an area while such plant, material, or area is still being actively used.

d. The Project staff will brief the Contractor on security procedures. Any such procedures will not be the basis for claims for additional money or time. The Project areas off limits to Contractor personnel will also be designated.

1.9.3 Employee Access and Parking

Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon before construction or delivery. All Contractor vehicles used for prosecuting the work must have a Contractor sign or other permanent identification and must carry the required insurance.

Private vehicles not owned by the Prime Contractor or subcontractors must not be used for prosecuting the work. Private vehicles of the Contractor and its employees must enter and leave the project as directed. Keep the parking areas free of litter and debris. An adequate number and size of trash receptacles must be placed in the parking areas and emptied, as necessary to avoid overflowing. Trash receptacles must be adequately secured to provide protection from the wind and animals.

1.9.4 Avian Carrier Line Removal and Replacement

The Contractor shall coordinate through the Contract Officer's Representative for avian carrier line removal and replacement. The Contractor shall be responsible for towing and securing the carrier line to the Washington shore for the duration of the work.

1.10 SECURITY PROCEDURES

1.10.1 Project Security

a. The Bonneville Project is open to the public during daylight hours. After dusk the outer security gates are locked and unmanned.

Several internal gates are locked at all times, to prevent visitors from entering non-public areas. After passing through any gate that is locked and unattended, all personnel are required to wait for the gate to close before proceeding. Notify the Control Room if the gate fails to close.

b. Arrangement and scheduling of working hours and crews must be coordinated through the CO with the Project Staff. The working hours of the Project Staff are Mondays through Thursdays from 6:30 a.m.

until 5:00 p.m. Fridays are non-working days. Working hours that extend past 5:00 p.m. weekdays or on weekends and holidays must be coordinated through the CO. Submit the intended working hours of staff on site and identify any employees working in any capacity in accordance with Subparagraph IDENTIFICATION OF EMPLOYEES .

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c. Security of the Contractor's property and items furnished under this Contract, until the Government accepts items, are the Contractor's responsibility.

d. All Contractor personnel, subcontractor personnel, suppliers, etc.

must comply with the Project's security policies.

(1) Access to the Contractor's work areas will be available from the highway gate closest to the work area: I-84 for work at Powerhouse 1 or on the Oregon shore, Washington SR14 via Dam Access Road for work at Powerhouse 2 or on the Washington shore.

(2) The nearest access points to cross the Columbia River are the Bridge of the Gods in Cascade Locks (toll bridge, 4 miles east) and the I-205 bridge in Portland (45 miles west).

(3) The Contractor must escort all deliveries from the guard gate to the delivery site and back. For all deliveries going to either Powerhouse, the driver must obtain an Escorted Visitor badge, and the escort must be a person who is authorized for unescorted Powerhouse access.

e. Salespersons, personnel seeking employment, and personal visitors are not authorized to enter non-public areas of the Project.

f. Signs may be erected outside the project containing instructions for personnel seeking the Contractor. The content and location of the signs will be approved by the CO prior to erection. Posts or other means of support, if required, must be provided by the Contractor and removed when the Contract is completed. Any open post holes must be suitably backfilled, prior to the end of the shift in which posts are removed, and any other damage must be repaired to preconstruction conditions.

1.10.2 Contractor's General Personnel

Prepare an organizational chart and revise whatever organizational changes occur. Maintain a complete organizational chart of all positions that will be working on the project.

1.10.3 Verification of Employment Eligibility

The Contractor is responsible to pre-screen Contractor and subcontractor personnel using the E-Verify Program at http://www.uscis.gov/E-verify to meet the established employment eligibility requirements. Two valid forms of Government issued identification will be required per individual to ensure the correct information is entered into the E-verify system.

Submit a roster of Contractor and subcontractor personnel with verified or eligible employment eligibility to the CO within three days of Notice to Proceed.

1.10.4 Identification of Employees

a. Submit a complete, dated and signed, list of all Contractor and subcontractor personnel and their titles who will be working on the project at the Weekly Coordination Meeting. This listing must be revised and resubmitted when personnel changes occur.

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b. Each person requiring access for this Contract must obtain Government-prescribed ID/access cards (and keys if applicable) from the Project security office. Submit a Project-approved access request form and all accompanying documents to the Project security office not less than one week prior to the date when access is needed for any employee requiring access. For Contracts requiring access for more than 10 employees starting in the same week, provide all documents not less than two weeks prior to the date when access is required.

c. Return of Government-prescribed cards/keys:

(1) Notify the Project security office immediately in the event of a termination for cause, reassignment, or a lost or stolen security item.

(2) Within 24 hours of personnel changes or the release of any employee and within seven days of the end of construction completion or termination of Contract, collect and return all Government-prescribed cards/keys to the Project Security Office.

Failure to return any Government-prescribed cards or keys will result in a $5000 per item charge to the Contractor and may delay final payment. These fees will be deducted from the Contractor's monthly payment at no additional cost to the Government.

(3) Contractor personnel who will be on site intermittently (less than once per week) must return their security items to the Project security office for safekeeping when offsite.

d. Personnel Identity Verification (PIV) - All personnel, including visitors, must provide positive verification of individual identity, in the form of a valid Government-issued photo ID prior to being granted access to non-public areas. Driver licenses that do not comply with the REAL ID Act of 2005 cannot be used as the sole source for identity proofing, and a second form of photo ID will be required. For details and current information, see the Department of Homeland Security website https://www.dhs.gov/secure-drivers-licenses .

e. Personally Identifiable Information (PII) - Encrypt or password protect all transmissions containing PII must be encrypted or the document(s) containing PII must be encrypted or password protected.

Send all documents containing PII ll directly to the Project RCC and/or Security Specialist.

1.10.5 Non-US Citizens

Submit a scanned legible color copy of the Permanent Resident Card and passport to the CO of all personnel who are non-US citizens working on this Contract. If a passport is not available, a minimum of a seven year criminal background check with the state patrol office must be performed from all states of residence and employment, for the past seven years must be submitted. The CO will provide the Portland District Security Office the submitted copies at least one month (30 calendar days) in advance of the start of work by the employees. Contractor personnel who are non-US citizens will not be permitted access to the Project until the Foreign Visitor Authorization is received from U.S. Army Corps of Engineers Headquarters. Contractor personnel who are non-US citizens will not be permitted to work on the Contract at all until Foreign Visitor Authorization is received.

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1.10.6 Identification of Contractor Vehicles

a. Each Contractor vehicle must display a Government-furnished Project parking tag at all times while on the Project. Obtain the parking tags from the Project security office.

b. Obtaining parking tags for each Contractor vehicle prior to its use on site, and requiring each vehicle engaged in the work to display such identification, is the responsibility of the Contractor.

c. Immediately return all Government-furnished Project parking tags to the Government for cancellation upon permanent removal of any Contractor vehicle from the Project. Failure to return any Government-furnished parking tag will result in a charge of $250 per item to the Contractor and may delay final payment. This fee will be deducted from the Contractor's monthly payment at no additional cost to the Government.

1.11 SECURITY TRAINING

Costs associated with the following execution of training and verification requirements must be at the expense of the Contractor. Facilitate the following training and submit the following:

a. AT Level 1 Training - Thirty calendar days prior to mobilization, all Contractor employees, to include subcontractor employees, requiring access to army installations, facilities, and controlled access areas must complete AT Level 1 Training. Submit a roster of training completion for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training of all employees and subcontractor personnel. Obtain training DVD from the CO through the Portland District Security Office. (Estimated training time is ten minutes per individual).

b. iWATCH or CorpsWatch Training - Thirty calendar days prior to mobilization, all Contractor employees, to include subcontractor employees, requiring access to army installations, facilities, and controlled access areas must complete iWatch or CorpsWatch Training.

Submit a roster of training completion for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training of all employees and subcontractor personnel.

Obtain training DVD from the CO through the Portland District Security Office. (Estimated training time is five minutes per individual).

c. Operations Security (OPSEC) Training - Thirty calendar days prior to mobilization, all Contractor employees, to include subcontractor employees, requiring access to army installations, facilities, and controlled access areas must complete OPSEC Training. Submit a roster of training completion for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training of all employees and subcontractor personnel. Obtain training DVD from the CO through the Portland District Security Office. (Estimated training time is 15 minutes per individual).

d. Access to Government Information Systems - Register all Contractor, to include subcontractor, employees with access to a Government info system in the ATCTS (Army Training Certification Tracking System) at commencement of services. Each employee and Contractor personnel must complete the following items prior to access to the information

SECTION 01 10 10.00 25 Page 11 systems and annually thereafter in accordance with DA AR 380-67 (Personnel Security Program) and Homeland Security Presidential Directive 12 (Policy for a Common Identification Standard for Federal Employees and Contractors).

(1) Obtain written permission from the Project.

(2) A minimum of seven days prior to engaging in work submit, to the CO or Project POC, a Personnel Risk Assessment (PRA) for each employee.

(a) Have a PRA performed which includes a personnel identity verification and local agency criminal check for the prior seven years. A minimum of a seven-year criminal background check with the state patrol office must be performed from all states of residence and employment, for the past seven years.

(b) Identity Verification - Contractor employees must provide positive verification of individual identity prior to authorized unescorted access to the Powerhouse. Acceptable forms of identity verification are documents issued by a Federal Government agency that include: the individual's photograph, name, and date of birth, such as a passport or military identification (ID) card. Additionally, a state issued driver's license or ID card is acceptable for identity verification.

e. Information Assurance/Information Technology Training and Certification - For Contractor, to include subcontractor, employees who need network access and/or working IA/IT functions, complete the following items and submit completion certificate to CO prior to issuance of network access and annually thereafter. All Contractor employees working IA/IT functions must comply with DoD and Army training requirements in DoD 8570.01 , DoD 8570.01-M , Contract Clause 252.239-7001, Information Assurance Contractor Training and Certification, and DA AR 25-2 within six months of employment.

(1) Obtain written permission from the Project.

(2) A minimum of seven days prior to engaging in work submit, to the CO or Project POC, a Personnel Risk Assessment (PRA) for each employee.

(a) Have a PRA performed which includes a personnel identity verification and local agency criminal check for the prior seven years. A minimum of a seven-year criminal background checkwith the state patrol office must be performed from all states of residence and employment, for the past seven years.

(b) Identity Verification - Contractor employees must provide positive verification of individual identity prior to authorized unescorted access to the Powerhouse. Acceptable forms of identity verification are documents issued by a Federal Government agency that include: the individual's photograph, name, and date of birth, such as a passport or military identification (ID) card. Additionally, a state issued driver's license or ID card is acceptable for identity verification.

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(3) Take the NERC CIP Training for Cyber Access. The NERC CIP training covers the proper use and access controls for the Generic Data Acquisition and Control System (GDACS), and the procedures that have been implemented to safeguard GDACS at the Project. The Project Security Officer or CO will furnish the training curriculum, materials, and supplies. A minimum of seven days prior to engaging in work, submit a complete, signed and dated, listing of all personnel who have successfully completed the annual NERC Mandated Cyber Infrastructure Protection Training.

1.12 DECK ACCESS RESTRICTIONS

Do not block operational areas of the deck gantry crane at any time. With prior coordination and approval, the deck gantry crane may be blocked for a period no longer than four hours. One lane of traffic must be left open at all times.

1.13 CONSTRUCTION PROJECT IDENTIFICATION SIGN

Fabricate and install one construction project identification sign in accordance with EP 310-1-6A , Attachment A3, within three days of beginning site work.

1.14 UTILITIES

Provide utilities required for the performance of work under this Contract, except Government-furnished electrical power, and water as described below.

1.14.1 Sanitary Facilities

Use of the Project restroom by Contractor personnel will not be permitted. Provide portable, temporary sanitary facilities in accordance with EM 385-1-1 .

1.14.2 Electrical Power

1.14.2.1 General

Government-furnished or public utility electrical power is not available for the Contractor's use.

1.14.2.2 Temporary Electrical Wiring

Submit a Temporary Electrical Wiring Plan for temporary electrical wiring. Install all temporary electrical wiring in accordance with EM 385-1-1 and as approved. All temporary electrical wiring must be removed prior to completion of the Contract. Include load calculations to ensure conduit capacity is not exceeded.

1.15 CONTRACTOR'S EQUIPMENT

1.15.1 Contractor's Planned Equipment Methods

Submit proposed methods of transportation and operation of cranes and other heavy equipment for approval prior to commencement of those operations. Submittals must include the type, size, loadings of equipment, placement of outriggers, and the proposed transportation routes and work areas to be used on the project. Operation of heavy equipment

SECTION 01 10 10.00 25 Page 13 adjacent to existing structures must be avoided when possible. Testing requirements and operation of cranes and other heavy equipment must be in accordance with EM 385-1-1 .