A.02.12 TECHSPECS_23B0002_McN Levee Pump Stations_7Feb23.pdf

McNary Levee Drainage Pump Stations Equipment Upgrades W912EF23B0002

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES AND OPERATIONAL REQUIREMENTS

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

01 91 00.00 26 SYSTEMS TESTING AND COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 82 13.01 28 CLASS II ASBESTOS ABATEMENT

DI VI SI ON 03 - CONCRETE

03 30 00.00 28 CAST-IN-PLACE CONCRETE

03 40 00.00 28 PRECAST CONCRETE

03 50 00.00 28 CONCRETE REPAIR

03 60 00.10 28 CONCRETE DRILLING, CUTTING, AND PATCHING

DI VI SI ON 05 - METALS

05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 50 06.00 28 PUMP STATION TRASH RAKES

05 50 14 STRUCTURAL METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) PLATFORM

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 91 00.10 28 RUBBER SEALS

DI VI SI ON 09 - FI NI SHES

09 97 02.02 28 PAINTING: HYDRAULIC STRUCTURES (21-A-Z)

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 91 85.10 28 DEBRIS CONVEYORS

DI VI SI ON 22 - PLUMBI NG

22 11 15.10 28 FACILITY WATER AND DRAIN PIPING

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.00 28 CYBERSECURITY

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 28 GENERAL ELECTRICAL WORK

26 05 19.00 28 INSULATED WIRE AND CABLE

26 05 33.10 28 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 71.00 28 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR AND EXTERIOR DISTRIBUTION SYSTEM

26 24 19.00 28 MOTOR CONTROL CENTERS

26 28 01.00 28 COORDINATED POWER SYSTEM PROTECTION

26 28 21.01 28 MANUAL TRANSFER SWITCHES AND PLUG ASSEMBLIES

26 29 01.00 28 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE

26 29 23.01 28 SOFT STARTERS - LOW VOLTAGE

26 32 14.00 10 DIESEL-GENERATOR SET, MOBILE 300 TO 750 KW

26 35 33.01 28 POWER FACTOR CORRECTION EQUIPMENT

26 60 13.00 28 LOW-VOLTAGE MOTORS

DI VI SI ON 31 - EARTHWORK

31 23 00.00 28 EXCAVATION AND FILL

31 23 19.20 28 DIVERSION AND CARE OF WATER

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 31 01.00 28 FENCES AND GATES, CHAIN LINK, APPLIES TO VOLUMES 2

THROUGH 11

32 31 01.01 28 FENCES AND GATES, PALISADE-STYLE STEEL HIGH SECURITY,

APPLIES ONLY TO VOLUME 1

32 33 00.00 28 BOLLARDS

DI VI SI ON 33 - UTI LI TI ES

33 71 01.00 28 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 17.10 28 HYDRAULIC SLIDE GATES

35 59 13.17 DEBRIS BOOM

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 92 13.10 28 MOTORIZED GATE AND VALVE ACTUATORS

40 95 01.00 28 CONTROL PANEL AND INSTRUMENTS

DI VI SI ON 43 - PROCESS GAS AND LI QUI D HANDLI NG, PURI FI CATI ON, AND STORAGE

EQUIPMENT

43 21 39 PUMPS: WATER, VERTICAL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

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

CONTRACTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 00 00.00 28 Page 1

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 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 (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:

Federal Veteran Employment Information http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/legacy/files/Employer-Guide-to-Hire-Veterans-June-2018.pdf

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00.00 28 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 PRE-CONSTRUCTION ON-SITE INSPECTION

1.5 DEFINITIONS

1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.7 EQUIPMENT LIST

1.8 TESTING OF EQUIPMENT

1.9 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.11 DISCONNECTED OIL LINES

1.12 TRAINING

1.13 PROJECT SUPERINTENDENT

1.14 KEY PERSONNEL SUBSTITUTION

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work Meeting

1.15.2 Pre-Construction Meeting

1.15.2.1 Minutes

1.15.2.2 Demobilizing And Remobilizing

1.15.3 RMS Orientation Meeting

1.16 WEEKLY PRODUCTION MEETINGS

1.16.1 Production Briefings

1.16.2 Minutes

1.17 ADDITIONAL MEETINGS

1.18 PARTNERING

1.18.1 General

1.18.2 Partnering Meetings

1.19 RED ZONE MEETING

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

SECTION 01 11 01.00 28 Page 1

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

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 the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment List; I, C

Pre-Construction On-Site Inspection report; I, C

Project Superintendent; I, C

SD-07 Certificates

Key Personnel Substitution; G, C

SD-11 Closeout Submittals

Training Manuals; G, C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

Any deviations shall be updated as per SECTION 01 78 00.00 28, CLOSEOUT SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.

SECTION 01 11 01.00 28 Page 2

1.4 PRE-CONSTRUCTION ON-SITE INSPECTION

Prepare a Pre-Construction On-Site Inspection report of existing conditions, a minimum of 30 days prior to start of on-site work, with the Contracting Officer (KO). Document existing site conditions prior to Construction by digital photographs, and/or videos along with descriptive narrative report to the KO within five (5) days after completion.

1.5 DEFINITIONS

a. Qualified Person.

As defined in EM 385-1-1 ; "DEFINITIONS", unless otherwise specified.

b. F.O.B.

An abbreviation for free on board, which means that a vendor or consignor will deliver goods on a railroad car, truck, vessel, or other conveyance without any expense to the purchaser or consignee.

1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor shall furnish waste containers. All small waste containers provided by the contractor shall be emptied daily, large bin containers shall be emptied when full or once a week.

1.7 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 days prior to commencement of on-site work. Submit a revised list not later than 7 calendar days in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.8 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .

Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.9 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a

SECTION 01 11 01.00 28 Page 3 legal manner. Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.11 DISCONNECTED OIL LINES

Anytime an oil line is disconnected by the Contractor due to work performed under this contract it shall be the Contractors responsibility to cap the line. Oil line cap shall be rated at 125% of the pressure in the line. Contractor shall notify the KO that an oil line has been disconnected, and then document by KO witness that the disconnected oil line has been sealed to ensure no transfer of oil or water from or into the sealed line.

1.12 TRAINING

Within one week from the commissioning of a pump station, provide operation, maintenance and setup training for approximately 7 operators and maintenance personnel. Provide one, eight-hour session onsite at the pump station. Submit training manuals and documentation for approval 30 days prior to commissioning and furnish sufficient training materials at the training classes for all students. It shall be the Contractor's responsibility to coordinate the training session with the Project to ensure minimum conflicts with ongoing Project work.

Provide training on the following topics. Not all topics listed below apply to each pump station.

1. Adjusting pump level controls - hydroranger

2. PLC setup, radio operation, HMI operation and configuration.

3. Trash rakes, conveyors and slide gates operation and maintenance

4. Emergency generator connection and operation

5. Dumpster handling

6. Operation of pumps and motors

7. Maintenance of pumps, motors and controls

1.13 PROJECT SUPERINTENDENT

The Contractor's Project Superintendent shall be on the worksite during performance of work on this contract. The Project Superintendent is required on the worksite, at all times work is being performed, until work on this contract is completed and accepted. Assign a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

1.14 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the Contracting Officer. Personnel shall possess the qualifications that meet or exceed those stated in this contract for the

SECTION 01 11 01.00 28 Page 4 position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work Meeting

Within Thirty (30) calendar days after receipt of Notice to Proceed, attend a Pre-Work Meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Gover nment wi l l l ead t hi s meet i ng and take the meeting minutes.

1.15.2 Pre-Construction Meeting

Coordinate with the Contracting Officer and establish the date of the Pre-Construction Meeting. The meeting will be held at the Project site at least one (1) week prior to mobilizing to the job site. The Cont r act or shal l l ead t he Pr e- Const r uct i on Meet i ng discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.15.2.1 Minutes

Contractor is responsible for taking the meeting minutes and shall send them electronically within 48 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.15.2.2 Demobilizing And Remobilizing

Anytime the Contractor demobilizes from the site and remobilizes at a later date, another Pre-Construction Meeting shall be held and shall follow the requirements listed above.

1.15.3 RMS Orientation Meeting

a. An RMS (Resident Management System) Orientation Meeting will be held within Fifteen (15) calendar days after receipt of Notice to Proceed. See SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for additional information. Orientation meeting will be at District Headquarters, and may occur in conjunction with, but not at the same time as, the Pre-Work meeting. Coordinate meeting date and time with the Contracting Officer a minimum of 7 calendar days prior to the meeting.

b. At a minimum, the Contractor's RMS-CM Administrator and QC system manager shall attend the RMS Orientation meeting. A Government Representative will lead the orientation. Anticipate the following at the meeting:

1. Allow for a maximum 4 hour duration.

2. Cover the following topics, at a minimum, in RMS Contractor Mode (CM):

SECTION 01 11 01.00 28 Page 5

i. Contractor use of RMS (CM) system.

ii. Contractor Data.

iii. Quality Control Reports.

iv. Submittals.

v. RFIs.

vi. Payment.

3. Receive a follow-up handout/guide for reference on the above items.

c. Contractor employees shall bring a computer with Wi-Fi capability (to gain access to the Internet), with RMS pre-loaded.

d. The RMS Orientation Meeting is required for Contractors with no prior RMS experience. The RMS Orientation Meeting, is optional, but may be requested, for all other Contractors.

1.16 WEEKLY PRODUCTION MEETINGS

1.16.1 Production Briefings

During all onsite construction work, hold a weekly production meeting to brief the Government on the status of the project.

a. Use the attached "Weekly Meeting Agenda" and discuss all elements of this agenda.

b. Provide a three (3) week 'look ahead'.

1. Describe all planned construction activities, on-site and off-site over the next three (3) weeks.

2. ENSURE these activities align to the overall construction SCHEDULE submitted under PROJECT SCHEDULE.

3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.

c. Key members of the Contractor's staff including the Quality Control System Manager and the SITE SAFETY AND HEALTH OFFICER shall attend.

d. The Quality Control System Manager shall discuss all QC aspects outlined in SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL.

e. The Government reserves the right to require any person from the Contractor's staff such as the Project Manager, Engineer, Scheduler or Key Subcontractor Personnel to attend the meeting.

1.16.2 Minutes

The Contractor shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and

SECTION 01 11 01.00 28 Page 6

Resident Engineer.

1.17 ADDITIONAL MEETINGS

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the Contracting Officer for concurrence.

E-mail subject line shall include project name and meeting topic.

1.18 PARTNERING

1.18.1 General

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors by informally partnering this contract. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance with the intent to achieve a safe completion of the work - within budget, on schedule, and in accordance with plans and specifications. This partnership would be bilateral in makeup and participation will be totally voluntary. If Partnering is pursued, meetings would be held as identified in the following paragraph.

1.18.2 Partnering Meetings

Within 30 calendar days of receipt of Notice to Proceed, the initial partnering meeting will be scheduled if the meeting is requested by the Contractor. The Contractor's key personnel will attend a face-to-face partnering meeting (typically one day in duration) together with key Government personnel, to discuss project goals and communication.

Follow-up meetings will be held periodically, as required, throughout the duration of the contract, as agreed to by the Contractor and the Government. The Government will facilitate the meeting.

1.19 RED ZONE MEETING

Within one (1) month of completing each pump st at i on or when a pump station is 80 percent completed, the Contractor shall set up and lead a Red Zone meeting. The Contractor shall contact the Contracting Officer to Schedule this meeting. The Government’s representative will include the Contracting Officer, key personnel from the Project, Project Engineer, Quality Assurance Representative, and Resident Engineer. The key people from the Contractor shall be, at a minimum, the Project Superintendent, Quality Control System Manager, Scheduler, key subcontractors personnel, and Project Manager.

The purpose of this meeting is to develop an overall schedule for all activities required by both the Government and Contractor and to complete a specific pump station through commissioning and final acceptance. The Government will come prepared with all their activities, key dates, and durations for all work required by the Government to complete the project. The Contractor shall provide the same information for all of their activities. The Contractor’s scheduler shall input all of this information into the Contractor’s project schedule during the meeting.

This schedule shall be updated weekly, or as needed, based on the information from the weekly production meetings for both the Government

SECTION 01 11 01.00 28 Page 7 and Contractor activities.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 11 01.00 28 Page 8

Weekly Meeting agenda template

Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review

Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters

Coordination - Clearances required over the next week, include the following:

A description of the work to be performed under the Clearance.

Determine the correct energy isolation points needed to perform the work safely.

Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.

Determine the procedure and method of testing for stored energy if applicable.

The date and time the Clearance shall be required.

The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.

Coordination issues

Safety- Review of AHA’s for ongoing work Pending AHA’s

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

Required over the next week Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.3 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

1.3.1 Security During Demolition

1.3.2 Security During Construction

1.4 PROJECT SECURITY

1.4.1 Contractor Vehicle Access

1.4.2 Identification of Employees

1.4.2.1 Ice Harbor Badging

1.5 DELIVERY OF EQUIPMENT

1.6 FACILITY OCCUPANCY CLOSURE

1.7 WORK SCHEDULES

1.7.1 Contractor's Work Schedule

1.7.2 Government's Work Schedule

1.8 USE OF WALLA WALLA DISTRICT PARKS

1.9 TASK ORDER DURATIONS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

Security Badge Form

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Security During Construction; G C

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1. When the Contractor requires an electrical outage to install a new service feeder, the Franklin Public Utility District (PUD), Benton PUD or Richland Light and Power will shut off power to that station. The Contractor shall provide the Government a minimum of 3 weeks notification of when the outage is required so the Government can coordinate with the applicable organization.

2. Access roads are typically gravel and a minimum of 10 feet wide.

3. All dewatering devices shall be removed post-construction. No sandbags shall be left below ordinary water mark.

4. To avoid disturbing nesting birds, no trees or shrubs shall be removed between April 15th and August 1st. If vegetation needs to be removed between April 15 and August 1, a biologist needs to survey the vegetation for nesting birds before any trees and shrubs are to be removed. Trees and shrubs or structures are not to be disturbed if birds are nesting in them. Should any nesting birds be found, a general fifteen-foot buffer zone would be established and clearly delineated. No work shall take place and no material shall be staged within the buffer until all nestlings had fledged.

1.3 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

During all demolition and construction activities, a continuous, secure perimeter must be maintained around the Government facilities. If construction requires removal of fencing or other security features or if construction features could provide unsecured access (such as during installation of the outfall pipe), submit a plan outlining temporary measures and features to ensure a secure perimeter. Submit plans to the Contracting Officer for approval a minimum of two (2) weeks prior to starting construction work that could affect Project security.

1.3.1 Security During Demolition

Demolition of existing safety and security features shall not take place

SECTION 01 14 00.10 28 Page 2 until the Contractor is prepared to install new features so as not to compromise safety and security. Any areas where handrail is removed shall have a warning system in place until fence is installed. Fence to be removed shall remain in place until such time as the new fence has been installed in order to maintain a continuous perimeter. Ensure that all new security features (such as fencing) are installed the same day, or prior to, removal of existing features.

1.3.2 Security During Construction

If partially completed features (such as an open ended outfall pipe) could provide unsecured access to the project, take special measures to maintain Project security. As part of the Security During Construction Plan, include measures and features that will be employed to restrict access to Government facilities during construction.

1.4 PROJECT SECURITY

The Project sites (pump stations) are secured areas and access onto them is restricted. A key will be provided to Contractor to access the pump house. The Project Superintendent shall complete the Security Badge Form (attached to the end of this SECTION) and submit the completed form to the Contracting Officer to obtain the keys. The security measures affect all of the Contractor's vehicles and personnel. Weapons, alcohol, and illegal drugs are not allowed on the project sites.

Ice Harbor Dam is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, briefcases, lunch boxes, and other containers.

1.4.1 Contractor Vehicle Access

For the pump stations, access roads have gates but the Contractor will be provided a key to access. Those keys will be issued to the Project Superintendent when the pump station keys are provided. Vehicles will not be subject to search when going through access road gates. Contractor work vehicles and equipment as well as privately owned vehicles will be allowed access past the access road gates. All Contractor vehicles shall display suitable permanent or temporary identification.

At Ice Harbor Dam, access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.4.2 Identification of Employees

No badging is required to access the pump stations. It is required when work is performed at Ice Harbor Dam as discussed below.

1.4.2.1 Ice Harbor Badging

Government Project personnel will provide the Contractor's personnel with

SECTION 01 14 00.10 28 Page 3 identification badges as they arrive on site. All employees that will need access to the secured area, Ice Harbor Dam, shall have ID badges.

Complete the Security Badge Form (attached to the end of this SECTION), submit the completed form to the Contracting Officer 48 hours prior to the employee arriving to work on the project site. Furnish initial identification (driver's license) for each employee, requiring ID badges, and upon issuance of official badges, requiring each employee that enters the secured areas to have the Government furnished ID badge on them and displayed above their waist. All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion. If required by the Contracting Officer, employees will be photographed by the Government. Employees who fail to submit to being photographed will not be allowed on the Project site.

1.5 DELIVERY OF EQUIPMENT

Contractor shall be responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities.

1.6 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.

1.7 WORK SCHEDULES

1.7.1 Contractor's Work Schedule

At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. Furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.7.2 Government's Work Schedule

Pump Stations:

a. For the pump stations, there are no maintenance crews or staff that are onsite full time. They are sourced from the Tri Rivers Officer and work onsite as needed. Their work hours are 6:30 a.m. to 5:00 p.m., Monday through Thursday. If the Contractor requires Government support or assistance inside or outside of normal work hours, the Contractor must make a formal written request to the Contracting Officer at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.

Ice Harbor Dam:

a. At Ice Harbor Dam, the maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not

SECTION 01 14 00.10 28 Page 4 work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceding Thursday.

A powerhouse operator is at Ice Harbor Dam 24 hours a day, 7 days a week, including Federal holidays, but is not available to assist the Contractor.

b. If the Contractor requires Government support or assistance outside of normal work hours, the Contractor must make a formal written request to the Contracting Officer at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.

1.8 USE OF WALLA WALLA DISTRICT PARKS

Special consideration for the use of the Walla Walla District Camping Grounds wi l l not be given to the Contractor if camping at these sites.

The Contractor's crew may not use Government parking lots for RV parking.

1.9 TASK ORDER DURATI ONS

Since this is a requirements contract and no work is performed on the base contract, the Government intends to break up the work into 5 task orders with 2 pump stations included in each task order with the exception of the last task order having 3 pump stations. The FAR 52. 211- 10 COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK t hat wi l l be i ncl uded i n each t ask or der wi l l r equi r e t he Cont r act or t o compl et e al l wor k wi t hi n 1 year f r om Not i ce t o Pr oceed.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used) -- End of Section --

SECTION 01 14 00.10 28 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 RESOURCES

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

1.5 ANTITERRORISM (AT) LEVEL I TRAINING

1.6 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

1.7 SUSPICIOUS ACTIVITY REPORTING TRAINING (e.g. iWATCH, CorpsWatch, or See Something, Say Something)

1.8 TRAINING REQUIREMENTS FOR THE PROTECTION OF SENSITIVE INFORMATION

1.9 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS

1.10 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 1

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS. This contract does not require access to or handling of classified material.

This contract requires access to secured and restricted areas, sensitive information, or equipment. Secured area is considered any location on-site work is performed by Contractor employees. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the project and pump houses.

1.1 REFERENCES

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

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 52.222-54 Employment Eligibility Verification

FAR 22.18 Employment Eligibility Verification

Website for Federal Acquisition Regulation Supplement:

https://www.acquisition.gov/browse/index/far

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. The designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Antiterrorism (AT) Level I; I, C

Suspicious Activity Reporting; G, C

OPSEC Level I Awareness Training; I, C

CUI Training; G, C

Pre-Screen Candidates Using E-Verify Program; I, C

1.3 RESOURCES

The following resources are accessible from the Walla Walla District (NWW) Public Website:

https://www.nww.usace.army.mil/Business-With-Us/Contracting/AT-OPSEC-for-Contractors/

SECTION 01 14 00.90 28 Page 2

a. Antiterrorism (AT) Level I Training.

b. Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something).

c. OPSEC Level I Awareness.

d. E-Verify Program.

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

a. The security requirements described in this SECTION apply to all contractor personnel supporting the performance requirements of this contract. Contractor personnel includes employees of the prime Contractor ("Contractor") and all subcontractor employees. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the Contracting Officer (KO).

b. The Department of Defense (DoD) and Army security training requirements specified in this SECTION, are performance requirements.

All contractor personnel shall complete initial training within 30 calendar days of contract Notice to Proceed, or the date new contractor personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall submit written documentation of completed training to the KO. The document at i on shal l i ncl ude t he names of cont r act or per sonnel t r ai ned, and whi ch t r ai ni ng t hey compl et ed. The Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the KO.

c. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contractor personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures.

d. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable Walla Walla District (NWW) plans and procedures. This includes identifying mission essential and non-mission essential personnel.

e. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contractor personnel. The Contractor shall ensure all contractor personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.5 ANTITERRORISM (AT) LEVEL I TRAINING

All contractor personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher Antiterrorism (AT) Level I awareness training. Submit certificates of completion for each employee to the KO.

See paragraph RESOURCES for link to training.

SECTION 01 14 00.90 28 Page 3

1.6 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

a. All contractor personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location.

b. Contractor personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/ Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as "NCIC-III") and Terrorist Screening Database (commonly referred to as "TSDB"). Contractor personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures.

c. Cont r act or per sonnel who do not meet r equi r ement s f or unescor t ed access t o USACE f aci l i t i es shal l coor di nat e escor t ed access wi t h t he KO, as needed. Coordinate escorted access with the KO a minimum of 14 calendar days prior to date of needed escort. Government escorts are dependent upon availability of personnel. The Government is not responsible for impacts to Contractor work due to unavailability of Government escorts.

d. Contractor personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of NWW.

1.7 SUSPICIOUS ACTIVITY REPORTING TRAINING (e.g. iWATCH, CorpsWatch, or See Something, Say Something)

All contractor personnel shall receive initial and annual refresher training on the local suspicious activity reporting program. This locally developed training provides contractor personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

See paragraph RESOURCES for link to training.

1.8 TRAINING REQUIREMENTS FOR THE PROTECTION OF SENSITIVE INFORMATION

a. All contractor personnel with access to critical information (as identified in NWW's OPSEC Program) shall complete initial and annual refresher OPSEC Level I Awareness training.

b. All contractor personnel with access to Controlled Unclassified Information (CUI) shall complete initial and annual refresher CUI training in accordance with applicable Army policy.

c. The Project site ( I ce Har bor Dam, not t he pump st at i ons ) contains critical information and Controlled Unclassified Information. Above training is required for all contractor personnel. See paragraph RESOURCES for link to training.

1.9 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS

In accordance with applicable regulations, all contractor personnel who do not possess the appropriate security clearance or access privileges will be escorted in areas where they may be exposed to classified information or operations, sensitive information or activities, or restricted areas.

SECTION 01 14 00.90 28 Page 4

1.10 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

a. Contractors shall comply with the requirements set forth in FAR 52.222-54 Employment Eligibility Verification and FAR 22.18 in using the E-Verify Program to meet the contract employment eligibility requirements. See paragraph RESOURCES for link to the E-Verify website.

b. An initial list of verified/eligible candidates shall be provided to the KO no later than three business days after receipt of Notice to Proceed. Submit pre-screening results to the KO via email as a password protected pdf file.

c. Submit updates to list of verified/eligible candidates within three business days of new verifications. The Contractor shall maintain a current list of verified/eligible employees as part of their contract files and provide copies to the KO upon request.

d. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 5

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 WORK DESCRIPTIONS FOR COMMON CLINS

1.2.1 Pumps

1.2.2 Electrical and Controls Work

1.2.3 Building Improvements

1.3 SCHEDULE A BASE YEAR

1.3.1 CLIN 0001 Pump Station 2C

1.3.1.1 CLIN 0001AA Pump 1

1.3.1.2 CLIN 0001AB Pump 2

1.3.1.3 CLIN 0001AC Pump 3

1.3.1.4 CLIN 0001AD Electrical and Controls

1.3.1.5 CLIN 0001AE Building Improvements

1.3.1.6 CLIN 0001AF Fencing and Gate Bollards

1.3.1.7 CLIN 0001AG Interior Bollards

1.3.1.8 CLIN 0001AH Annunciation System

1.3.1.9 CLIN 0001AJ Annunciation System Finalization

1.3.1.10 CLIN 0001AK Siphon Breaker Conduit Replacement

1.3.2 CLIN 0002 Pump Station 4A

1.3.2.1 CLIN 0002AA Building Improvements

1.3.2.2 CLIN 0002AB Electrical

1.3.2.3 CLIN 0002AC Fencing and Gate Bollards

1.3.2.4 CLIN 0002AD Interior Bollards

1.3.2.5 CLIN 0002AE Annunciation System

1.3.2.6 CLIN 0002AF Annunciation System Finalization

1.3.2.7 CLIN 0002AG Siphon Breaker Conduit Replacement

1.3.3 CLIN 0003 Pump Station 5D

1.3.3.1 CLIN 0003AA Pump 1

1.3.3.2 CLIN 0003AB Pump 2

1.3.3.3 CLIN 0003AC Pump 3

1.3.3.4 CLIN 0003AD Electrical and Controls

1.3.3.5 CLIN 0003AE Building Improvements

1.3.3.6 CLIN 0003AF Fencing and Gate Bollards

1.3.3.7 CLIN 0003AG Interior Bollards

1.3.3.8 CLIN 0003AH Annunciation System

1.3.3.9 CLIN 0003AJ Annunciation System Finalization

1.3.3.10 CLIN 0003AK Trash Rake

1.3.3.11 CLIN 0003AL Floating Trash Boom

1.3.3.12 CLIN 0003AM Siphon Breaker Conduit Replacement

1.3.4 CLIN 0004 Pump Station 6B

1.3.4.1 CLIN 0004AA Pump 1

1.3.4.2 CLIN 0004AB Pump 2

1.3.4.3 CLIN 0004AC Pump 3

1.3.4.4 CLIN 0004AD Electrical and Controls

1.3.4.5 CLIN 0004AE Building Improvements

SECTION 01 22 00.00 28 Page 1

1.3.4.6 CLIN 0004AF Fencing and Gate Bollards

1.3.4.7 CLIN 0004AG Interior Bollards

1.3.4.8 CLIN 0004AH Annunciation System

1.3.4.9 CLIN 0004AJ Annunciation System Finalization

1.3.4.10 CLIN 0004AK Trash Rake

1.3.4.11 CLIN 0004AL Floating Trash Boom

1.3.4.12 CLIN 0004AM Siphon Breaker Conduit Replacement

1.3.5 CLIN 0005 Pump Station 12-1

1.3.5.1 CLIN 0005AA Pump 1

1.3.5.2 CLIN 0005AB Pump 2

1.3.5.3 CLIN 0005AC Pump 3

1.3.5.4 CLIN 0005AD Electrical and Controls

1.3.5.5 CLIN 0005AE Building Improvements

1.3.5.6 CLIN 0005AF Fencing and Gate Bollards

1.3.5.7 CLIN 0005AG Interior Bollards

1.3.5.8 CLIN 0005AH Annunciation System

1.3.5.9 CLIN 0005AJ Annunciation System Finalization

1.3.5.10 CLIN 0005AK Floating Trash Boom

1.3.5.11 CLIN 0005AL Siphon Breaker Conduit Replacement

1.3.6 CLIN 0006 Pump Station 12-1A

1.3.6.1 CLIN 0006AA Pump 1

1.3.6.2 CLIN 0006AB Pump 2

1.3.6.3 CLIN 0006AC Pump 3

1.3.6.4 CLIN 0006AD Electrical and Controls

1.3.6.5 CLIN 0006AE Building Improvements

1.3.6.6 CLIN 0006AF Fencing and Gate Bollards

1.3.6.7 CLIN 0006AG Interior Bollards

1.3.6.8 CLIN 0006AH Annunciation System

1.3.6.9 CLIN 0006AJ Annunciation System Finalization

1.3.6.10 CLIN 0006AK Trash Rake

1.3.6.11 CLIN 0006AL Floating Trash Boom

1.3.6.12 CLIN 0006AM Bulkhead Improvements

1.3.6.13 CLIN 0006AN Siphon Breaker Conduit Replacement

1.3.7 CLIN 0007 Pump Station 12-2

1.3.7.1 CLIN 0007AA Pump 1

1.3.7.2 CLIN 0007AB Pump 2

1.3.7.3 CLIN 0007AC Pump 3

1.3.7.4 CLIN 0007AD Electrical and Controls

1.3.7.5 CLIN 0007AE Building Improvements

1.3.7.6 CLIN 0007AF Fencing and Gate Bollards

1.3.7.7 CLIN 0007AG Interior Bollards

1.3.7.8 CLIN 0007AH Annunciation System

1.3.7.9 CLIN 0007AJ Annunciation System Finalization

1.3.7.10 CLIN 0007AK Trash Rake

1.3.7.11 CLIN 0007AL Siphon Breaker Conduit Replacement

1.3.8 CLIN 0008 Pump Station 15C

1.3.8.1 CLIN 0008AA Pump 1

1.3.8.2 CLIN 0008AB Pump 2

1.3.8.3 CLIN 0008AC Pump 3

1.3.8.4 CLIN 0008AD Electrical and Controls

1.3.8.5 CLIN 0008AE Building Improvements

1.3.8.6 CLIN 0008AF Fencing and Gate Bollards

1.3.8.7 CLIN 0008AG Interior Bollards

1.3.8.8 CLIN 0008AH Annunciation System

1.3.8.9 CLIN 0008AJ Annunciation System Finalization

1.3.8.10 CLIN 0008AK Trash Rake

1.3.8.11 CLIN 0008AL Floating Trash Boom

1.3.8.12 CLIN 0008AM Siphon Breaker Conduit Replacement

1.3.9 CLIN 0009 Pump Station 15D

SECTION 01 22 00.00 28 Page 2

1.3.9.1 CLIN 0009AA Pump 1

1.3.9.2 CLIN 0009AB Pump 2

1.3.9.3 CLIN 0009AC Pump 3

1.3.9.4 CLIN 0009AD Electrical and Controls

1.3.9.5 CLIN 0009AE Building Improvements

1.3.9.6 CLIN 0009AF Fencing and Gate Bollards

1.3.9.7 CLIN 0009AG Interior Bollards

1.3.9.8 CLIN 0009AH Annunciation System

1.3.9.9 CLIN 0009AJ Annunciation System Finalization

1.3.9.10 CLIN 0009AK Trash Rake

1.3.9.11 CLIN 0009AL Floating Trash Boom

1.3.9.12 CLIN 0009AM Siphon Breaker Conduit Replacement

1.3.10 CLIN 0010 Pump Station 15E

1.3.10.1 CLIN 0010AA Pump 1

1.3.10.2 CLIN 0010AB Pump 2

1.3.10.3 CLIN 0010AC Pump 3

1.3.10.4 CLIN 0010AD Electrical and Controls

1.3.10.5 CLIN 0010AE Building Improvements

1.3.10.6 CLIN 0010AF Fencing and Gate Bollards

1.3.10.7 CLIN 0010AG Interior Bollards

1.3.10.8 CLIN 0010AH Annunciation System

1.3.10.9 CLIN 0010AJ Annunciation System Finalization

1.3.10.10 CLIN 0010AK Floating Trash Boom

1.3.10.11 CLIN 0010AL Siphon Breaker Conduit Replacement

1.3.11 CLIN 0011 Pump Station 15E-1

1.3.11.1 CLIN 0011AA Pump 1

1.3.11.2 CLIN 0011AB Pump 2

1.3.11.3 CLIN 0011AC Electrical and Controls

1.3.11.4 CLIN 0011AD Building Improvements

1.3.11.5 CLIN 0011AE Fencing and Gate Bollards

1.3.11.6 CLIN 0011AF Interior Bollards

1.3.11.7 CLIN 0011AG Annunciation System

1.3.11.8 CLIN 0011AH Annunciation System Finalization

1.3.11.9 CLIN 0011AJ Trash Rake

1.3.11.10 CLIN 0011AK Floating Trash Boom

1.3.11.11 CLIN 0011AL Siphon Breaker Conduit Replacement

1.3.12 CLIN 0012 Portable Generator Set 400kVA

1.3.12.1 CLIN 0012AA Portable Generator Set 400kVA

1.3.12.2 CLIN 0012AB Portable Generator Set 400kVA

1.3.13 CLIN 0013 Portable Generator Set 500KVA

1.3.14 CLIN 0014 Concrete Repair

1.3.15 CLIN 0015 Tri Rivers Shop Control Center Annunciation System

1.3.16 CLIN 0016 Ice Harbor Dam Secondary Control Center

Annunciation System

1.3.17 CLIN 0017 Temporary Power

1.3.17.1 CLIN 0017AA Temporary Power and New Rack for Pump Station

12-2

1.3.17.2 CLIN 0017AB Temporary Power and Reconfigured Rack for

Pump Station 2C

1.3.17.3 CLIN 0017AC Temporary Power and Reconfigured Rack for

Pump Station 5D

1.3.17.4 CLIN 0017AD Temporary Power and Reconfigured Rack for

Pump Station 6B

1.3.17.5 CLIN 0017AE Temporary Power and Reconfigured Rack for

Pump Station 15C

1.3.17.6 CLIN 0017AF Temporary Power and New Rack for Pump Station

15D

1.4 SCHEDULE B 1st OPTION YEAR

1.4.1 CLIN 1001 Pump Station 2C

SECTION 01 22 00.00 28 Page 3

1.4.1.1 CLIN 1001AA Pump 1

1.4.1.2 CLIN 1001AB Pump 2

1.4.1.3 CLIN 1001AC Pump 3

1.4.1.4 CLIN 1001AD Electrical and Controls

1.4.1.5 CLIN 1001AE Building Improvements

1.4.1.6 CLIN 1001AF Fencing and Gate Bollards

1.4.1.7 CLIN 1001AG Interior Bollards

1.4.1.8 CLIN 1001AH Annunciation System

1.4.1.9 CLIN 1001AJ Annunciation System Finalization

1.4.1.10 CLIN 1001AK Siphon Breaker Conduit Replacement

1.4.2 CLIN 1002 Pump Station 4A

1.4.2.1 CLIN 1002AA Building Improvements

1.4.2.2 CLIN 1002AB Electrical

1.4.2.3 CLIN 1002AC Fencing and Gate Bollards

1.4.2.4 CLIN 1002AD Interior Bollards

1.4.2.5 CLIN 1002AE Annunciation System

1.4.2.6 CLIN 1002AF Annunciation System Finalization

1.4.2.7 CLIN 1002AG Siphon Breaker Conduit Replacement

1.4.3 CLIN 1003 Pump Station 5D

1.4.3.1 CLIN 1003AA Pump 1

1.4.3.2 CLIN 1003AB Pump 2

1.4.3.3 CLIN 1003AC Pump 3

1.4.3.4 CLIN 1003AD Electrical and Controls

1.4.3.5 CLIN 1003AE Building Improvements

1.4.3.6 CLIN 1003AF Fencing and Gate Bollards

1.4.3.7 CLIN 1003AG Interior Bollards

1.4.3.8 CLIN 1003AH Annunciation System

1.4.3.9 CLIN 1003AJ Annunciation System Finalization

1.4.3.10 CLIN 1003AK Trash Rake

1.4.3.11 CLIN 1003AL Floating Trash Boom

1.4.3.12 CLIN 1003AM Siphon Breaker Conduit Replacement

1.4.4 CLIN 1004 Pump Station 6B

1.4.4.1 CLIN 1004AA Pump 1

1.4.4.2 CLIN 1004AB Pump 2

1.4.4.3 CLIN 1004AC Pump 3

1.4.4.4 CLIN 1004AD Electrical and Controls

1.4.4.5 CLIN 1004AE Building Improvements

1.4.4.6 CLIN 1004AF Fencing and Gate Bollards

1.4.4.7 CLIN 1004AG Interior Bollards

1.4.4.8 CLIN 1004AH Annunciation System

1.4.4.9 CLIN 1004AJ Annunciation System Finalization

1.4.4.10 CLIN 1004AK Trash Rake

1.4.4.11 CLIN 1004AL Floating Trash Boom

1.4.4.12 CLIN 1004AM Siphon Breaker Conduit Replacement

1.4.5 CLIN 1005 Pump Station 12-1

1.4.5.1 CLIN 1005AA Pump 1

1.4.5.2 CLIN 1005AB Pump 2

1.4.5.3 CLIN 1005AC Pump 3

1.4.5.4 CLIN 1005AD Electrical and Controls

1.4.5.5 CLIN 1005AE Building Improvements

1.4.5.6 CLIN 1005AF Fencing and Gate Bollards

1.4.5.7 CLIN 1005AG Interior Bollards

1.4.5.8 CLIN 1005AH Annunciation System

1.4.5.9 CLIN 1005AJ Annunciation System Finalization

1.4.5.10 CLIN 1005AK Floating Trash Boom

1.4.5.11 CLIN 1005AL Siphon Breaker Conduit Replacement

1.4.6 CLIN 1006 Pump Station 12-1A

1.4.6…