Techspec_23B0007.pdf

Multiple Dam Site Locations Waterstop Repair W912EF23B0007

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15.00 28 LIST OF DRAWINGS

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 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

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

DI VI SI ON 03 - CONCRETE

03 15 20.00 28 REPLACEMENT WATERSTOPS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GENERAL

MDG-1-0-0/694 G-001 COVER SHEET AND LOCATION MAPS

MDG-1-0-0/695 G-101 MCNARY LOCK AND DAM - GENERAL PLAN -

LOCATIONS FOR WATERSTOP REPAIRS

IHG-1-0-1/553 G-102 ICE HARBOR LOCK AND DAM - GENERAL PLAN -

LOCATIONS FOR WATERSTOP REPAIRS

LMG-1-0-1/408 G-103 LOWER MONUMENTAL LOCK AND DAM - GENERAL

PLAN - LOCATIONS FOR WATERSTOP REPAIRS

LGG-1-0-1/482 G-104 LITTLE GOOSE LOCK AND DAM - GENERAL PLAN -

LOCATIONS FOR WATERSTOP REPAIRS

GDG-1-0-1/720 G-105 LOWER GRANITE LOCK AND DAM - GENERAL PLAN -

LOCATION FOR WATERSTOP REPAIRS

DWG-1-0-1/491 G-106 DWORSHAK DAM AND RESERVOIR - GENERAL PLAN -

LOCATIONS FORWATERSTOP REPAIRS

CIVIL

MDN-1-4-0/1 C-301 SECTIONS - EXAMPLE POWERHOUSE, NAVIGATION

LOCK AND NON-OVERFLOW

MDN-1-4-0/2 C-501 DETAILS AND ANTICIPATED DEPTHS

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. Contract CAD drawing files requests by the Contractor will be granted only when the Contractor is planning to use the electronic CAD files for creating shop drawings.

b. No For Information Only drawings are available on CAD.

c. The Contractor assumes all risks associated in using electronic CAD drawings.

d. Electronic copies of CAD drawings are only available in Bentley MicroStation format.

e. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD drawing.

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

These FIO drawings are included with the drawings for information. The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

FIO drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

MDP-1.3-4-0/50 R-001 MCNARY LOCK AND DAM - POWERHOUSE

CONCRETE OUTLINE - TRANSVERSE SECTION

UNITS 9-14

MDN-2-0-0/2 R-002 MCNARY LOCK AND DAM - NAVIGATION LOCK -

GENERAL MASONRY PLAN

MDN-1-4-1/1 R-003 MCNARY LOCK AND DAM - NAVIGATION LOCK

PLAN - MONOLITHS 1 TO 13

IHP-6-0-0/13 R-004 ICE HARBOR LOCK AND DAM - POWERHOUSE -

TRANSVERSE SECTION UNITS 4-6

IHN-1-4-1/1 R-005 ICE HARBOR LOCK AND DAM - NAVIGATION

LOCK - GENERAL MASONRY PLAN

IHD-1-4-2/1 R-006 ICE HARBOR LOCK AND DAM - SOUTH

NON-OVERFLOW DAM - PLAN, ELEVATION AND

SECTION

LMP-1.8-0-0/3 R-007 LOWER MONUMENTAL LOCK AND DAM -

POWERHOUSE STRUCTURE - TRANSVERSE

SECTION BAYS 1-3

LMN-1-4-1/1 R-008 LOWER MONUMENTAL LOCK AND DAM -

NAVIGATION LOCK - GENERAL PLANS AND

SECTIONS

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

LGP-1.9-0-0/3 R-009 LITTLE GOOSE LOCK AND DAM - POWERHOUSE

STRUCTURE - TRANSVERSE SECTION BAYS 1-3

LGN-1-4-1/1 R-010 LITTLE GOOSE LOCK AND DAM - NAVIGATION

LOCK - GENERAL PLANS AND SECTIONS

GDP-6-0-0/8 R-011 LOWER GRANITE LOCK AND DAM - POWERHOUSE

- GENERATOR BAY TRANSVERSE SECTION

GDN-1-0-1/2 R-012 LOWER GRANITE LOCK AND DAM - NAVIGATION

LOCK - GENERAL PLANS AND SECTIONS

DWD-1-4-2/17 R-013 DWORSHAK DAM AND RESERVOIR - CONCRETE

OUTLINE - MONOLITHS 16-20 SECTIONS

DWD-1-4-2/2 R-014 DWORSHAK DAM AND RESERVOIR - GENERAL -

ROADWAY DECK AND CRANE RAIL DETAILS

-- End of Document --

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

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/files/Employer-Guide-to-Hiring-Veterans.pdf

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

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 DEFINITIONS

1.5 PROJECT SCHEDULE

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 PRE-WORK AND POST WORK SURVEYS

1.12 FIRE CONTROL

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 Pre-Work/Pre-Construction

1.15.4 Pre-Construction

1.15.4.1 Minutes

1.15.5 RMS Orientation Meeting

1.16 WEEKLY PRODUCTION MEETINGS

1.16.1 Production Briefings

1.16.2 Minutes

1.17 ADDITIONAL MEETINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

-- End of Section Table of Contents --

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:

SUBMI T THE FOLLOWI NG AS SPECI FI ED FOR EACH I NDI VI DUAL TASK ORDER.

SD-01 Preconstruction Submittals

Project Schedule; G, C

Equipment List; I, C

Pre-Work Survey Photos And Report; I, C

Project Superintendent; I, C

SD-07 Certificates

Key Personnel Substitution; G, C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I, 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 variations shall be updated as per SECTION 01 78 00.00 28, CLOSEOUT

SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.

1.4 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.

1.5 PROJECT SCHEDULE

a. Furnish a cost loaded schedule for the complete project in accordance with Clause 52.236-15 Schedules for Construction Contracts within 15 days after receipt of Notice to Proceed for each individual task order.

b. Email an electronic copy of the schedule, in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.), to the Contracting Officer's Representative (COR). See SECTION 01 33 00 SUBMITTAL PROCEDURES paragraph "Electronic Copies" for email address.

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 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 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 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Contracting Officer Representative, of the Government facilities at the work areas. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer within five (5) days after survey has been completed.

1.12 FIRE CONTROL

Each piece of internal combustion engine driven equipment used at the work site shall be equipped with a fire extinguisher in accordance with recommendation National Fire Protection Association (NFPA) as appropriate. The minimum approved rating of extinguishers shall not be less than 5-B:C.

1.13 PROJECT SUPERINTENDENT

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 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 Pre-Work/Pre-Construction

A combined Pre-Work/Pre-Construction Meeting will be held within Fifteen

(15) calendar days after receipt of Notice to Proceed. Attend the Pre-Work/ Pre-Construction Meeting. Senior level members of the Contractor's staff and the Contractor's Project Superintendent and QC system manager shall attend this meeting. The Government will lead the first portion of the meeting and take the meeting minutes. The Government will discuss the overall contract requirements.

1.15.4 Pre-Construction

For the Pre-Construction part of the meeting, the Project Superintendent shall lead the meeting and discuss the Contractor's plan on executing the work at the Project site, schedule, required clearances and timeframe for clearances, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss Environmental and clearance issues for the Project.

1.15.4.1 Minutes

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

1.15.5 RMS Orientation Meeting

a. Upon the Contractor's request, 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. The orientation meeting will be held at NWW District

Headquarters, and may occur in conjunction with, but not at the same time as, the Pre-Work meeting. The orientation meeting can also occur via video conference. 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):

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.

e. The purpose of the RMS Orientation Meeting is to facilitate Contractor's use of RMS (CM). It does not relieve the Contractor of the requirement to use RMS (CM) in accordance with the Contract. See

SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM), paragraph RMS SOFTWARE for information related to required download and installation deadlines.

1.16 WEEKLY PRODUCTION MEETINGS

1.16.1 Production Briefings

During all fabrication and 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 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.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT SECURITY

1.2.1 Contractor Vehicle Access

1.2.2 Identification of Employees

1.3 DELIVERY OF EQUIPMENT

1.4 FACILITY OCCUPANCY CLOSURE

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

1.5.2 Government's Work Schedule

1.6 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

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 the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

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 PROJECT SECURITY

The Project site 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, brief cases, lunch boxes, and other containers.

1.2.1 Contractor Vehicle Access

Project 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.

1.2.2 Identification of Employees

Contractor shall be responsible for furnishing an identification badge/card to each employee prior to the employee's work on the Project site, and for requiring each employee engaged on the work to display identification at all times. Badges shall include photo identification, company name, and the individual's name and company identification number as a minimum. Badges shall be laminated plastic type. All prescribed identification shall immediately be delivered to the Contracting Officer 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.

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. The Contractor shall be responsible for furnishing the Security Badge Form(attached to the end of this SECTION) and initial identification (driver's license) for each employee five (5) business days prior to the employee arriving to work on the Project site, and upon issuance of official badges, for requiring each employee engaged on the work to display identification at all times.

Ensure each employee's full name with middle initial is included with the initial identification. 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.

Every Contractor employee (prime or subcontractor) shall have a hard hat meeting the requirements of EM 385-1-1 . Hardhats shall display the Prime Contractor name, subcontractor name, and the employee's name. Contractor employee hardhats shall not be white with red markings. It shall be the responsibility of the Project Superintendent to enforce this requirement.

1.3 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. To the maximum extent possible, deliveries shall arrive on the same side of the river as the Contractor's work area. Delivery vehicles will be allowed to cross the river over the dam only with Government approval. Delivery vehicles arriving on the opposite side of the river as the work area shall be unloaded outside the locked gate, equipment shall be loaded onto Contractor's vehicles, and Contractor's vehicles will then be allowed to cross the dam to the work area.

1.4 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.

1.5 WORK SCHEDULES

1.5.1 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.

1.5.2 Government's Work Schedule

a. 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 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 the site 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.

1.6 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.

PART 2 PRODUCTS (Not Used)

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

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 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

1.6 TRAINING REQUIREMENTS FOR THE PROTECTION OF SENSITIVE INFORMATION

1.7 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS

1.8 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

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 where on-site work is performed by contractor personnel. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the project.

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

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/

a. OPSEC Level I Awareness.

b. Controlled Unclassified Information (CUI) Training.

c. 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 of Award 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 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.

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.

1.6 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 contains critical information and Controlled Unclassified Information. Above training is required for all contractor personnel. See paragraph RESOURCES for link to training.

1.7 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.

1.8 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 of Award 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)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 SCHEDULE A - BASE YEAR 2023 - 2024

1.2.1 MCNARY PROJECT

1.2.1.1 CLIN 0001AA Mobilization And Demobilization (Southside Of

Navlock)

1.2.1.2 CLIN 0001AB Drill Hole Setup (South side Navlock)

1.2.1.3 CLIN 0001AC Drill, Supply, and Install 6" Waterstop

Cylinders (South side Navlock)

1.2.1.4 CLIN 0001AD Grout Voids (South side Navlock)

1.2.1.5 CLIN 0001AE Re-Drill Grout (South Side Navlock)

1.2.1.6 CLIN 0001AF Mobilization And Demobilization (All Other

Locations at McNary)

1.2.1.7 CLIN 0001AG Drill Hole Setup (All Other Locations At

Mcnary)

1.2.1.8 CLIN 0001AH Drill, Supply, and Install 6" Waterstop

Cylinders (All Other Locations at McNary)

1.2.1.9 CLIN 0001AI Grout Voids (All Other Locations At Mcnary)

1.2.1.10 CLIN 0001AJ Re-Drill Grout (All Other Locations At Mcnary)

1.2.2 ICE HARBOR PROJECT

1.2.2.1 CLIN 0002AA Mobilization And Demobilization

1.2.2.2 CLIN 0002AB Drill Hole Setup

1.2.2.3 CLIN 0002AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.2.2.4 CLIN 0002AD Grout Voids

1.2.2.5 CLIN 0002AE Re-Drill Grout

1.2.3 LOWER MONUMENTAL PROJECT

1.2.3.1 CLIN 0003AA Mobilization And Demobilization

1.2.3.2 CLIN 0003AB Drill Hole Setup

1.2.3.3 CLIN 0003AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.2.3.4 CLIN 0003AD Grout Voids

1.2.3.5 CLIN 0003AE Re-Drill Grout

1.2.4 LITTLE GOOSE PROJECT

1.2.4.1 CLIN 0004AA Mobilization And Demobilization

1.2.4.2 CLIN 0004AB Drill Hole Setup

1.2.4.3 CLIN 0004AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.2.4.4 CLIN 0004AD Grout Voids

1.2.4.5 CLIN 0004AE Re-Drill Grout

1.2.4.6 CLIN 0004AF Supply and Install 6" Waterstop Cylinders

1.2.5 LOWER GRANITE PROJECT

1.2.5.1 CLIN 0005AA Mobilization And Demobilization

1.2.5.2 CLIN 0005AB Drill Hole Setup

1.2.5.3 CLIN 0005AC Drill, Supply, and Install 6" Waterstop

SECTION 01 22 00.00 28

Cylinders

1.2.5.4 CLIN 0005AD Grout Voids

1.2.5.5 CLIN 0005AE Re-Drill Grout

1.2.6 DWORSHAK PROJECT

1.2.6.1 CLIN 0006AA Mobilization And Demobilization

1.2.6.2 CLIN 0006AB Drill Hole Setup

1.2.6.3 CLIN 0006AC Drill, Supply, and Install 8" Waterstop

Cylinders

1.2.6.4 CLIN 0006AD Grout Voids

1.2.6.5 CLIN 0006AE Re-Drill Grout

1.3 OPTIONAL SCHEDULE B: 1ST OPTION YEAR - 2024 - 2025

1.3.1 MCNARY PROJECT

1.3.1.1 CLIN 1001AA Mobilization And Demobilization (Southside Of

Navlock)

1.3.1.2 CLIN 1001AB Drill Hole Setup (South side Navlock)

1.3.1.3 CLIN 1001AC Drill, Supply, and Install 6" Waterstop

Cylinders (South side Navlock)

1.3.1.4 CLIN 1001AD Grout Voids (South side Navlock)

1.3.1.5 CLIN 1001AE Re-Drill Grout (South Side Navlock)

1.3.1.6 CLIN 1001AF Mobilization And Demobilization (All Other

Locations at McNary)

1.3.1.7 CLIN 1001AG Drill Hole Setup (All Other Locations At

Mcnary)

1.3.1.8 CLIN 1001AH Drill, Supply, and Install 6" Waterstop

Cylinders (All Other Locations at McNary)

1.3.1.9 CLIN 1001AI Grout Voids (All Other Locations At Mcnary)

1.3.1.10 CLIN 1001AJ Re-Drill Grout (All Other Locations At Mcnary)

1.3.2 ICE HARBOR PROJECT

1.3.2.1 CLIN 1002AA Mobilization And Demobilization

1.3.2.2 CLIN 1002AB Drill Hole Setup

1.3.2.3 CLIN 1002AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.3.2.4 CLIN 1002AD Grout Voids

1.3.2.5 CLIN 1002AE Re-Drill Grout

1.3.3 LOWER MONUMENTAL PROJECT

1.3.3.1 CLIN 1003AA Mobilization And Demobilization

1.3.3.2 CLIN 1003AB Drill Hole Setup

1.3.3.3 CLIN 1003AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.3.3.4 CLIN 1003AD Grout Voids

1.3.3.5 CLIN 1003AE Re-Drill Grout

1.3.4 LITTLE GOOSE PROJECT

1.3.4.1 CLIN 1004AA Mobilization And Demobilization

1.3.4.2 CLIN 1004AB Drill Hole Setup

1.3.4.3 CLIN 1004AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.3.4.4 CLIN 1004AD Grout Voids

1.3.4.5 CLIN 1004AE Re-Drill Grout

1.3.4.6 CLIN 1004AF Supply and Install 6" Waterstop Cylinders

1.3.5 LOWER GRANITE PROJECT

1.3.5.1 CLIN 1005AA Mobilization And Demobilization

1.3.5.2 CLIN 1005AB Drill Hole Setup

1.3.5.3 CLIN 1005AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.3.5.4 CLIN 1005AD Grout Voids

1.3.5.5 CLIN 1005AE Re-Drill Grout

1.3.6 DWORSHAK PROJECT

1.3.6.1 CLIN 1006AA Mobilization And Demobilization

1.3.6.2 CLIN 1006AB Drill Hole Setup

1.3.6.3 CLIN 1006AC Drill, Supply, and Install 8" Waterstop

Cylinders

1.3.6.4 CLIN 1006AD Grout Voids

1.3.6.5 CLIN 1006AE Re-Drill Grout

1.4 OPTIONAL SCHEDULE C: 2nd OPTION YEAR - 2025 - 2026

1.4.1 MCNARY PROJECT

1.4.1.1 CLIN 2001AA Mobilization And Demobilization (Southside Of

Navlock)

1.4.1.2 CLIN 2001AB Drill Hole Setup (South side Navlock)

1.4.1.3 CLIN 2001AC Drill, Supply, and Install 6" Waterstop

Cylinders (South side Navlock)

1.4.1.4 CLIN 2001AD Grout Voids (South side Navlock)

1.4.1.5 CLIN 2001AE Re-Drill Grout (South Side Navlock)

1.4.1.6 CLIN 2001AF Mobilization And Demobilization (All Other

Locations at McNary)

1.4.1.7 CLIN 2001AG Drill Hole Setup (All Other Locations At

Mcnary)

1.4.1.8 CLIN 2001AH Drill, Supply, and Install 6" Waterstop

Cylinders (All Other Locations at McNary)

1.4.1.9 CLIN 2001AI Grout Voids (All Other Locations At Mcnary)

1.4.1.10 CLIN 2001AJ Re-Drill Grout (All Other Locations At Mcnary)

1.4.2 ICE HARBOR PROJECT

1.4.2.1 CLIN 2002AA Mobilization And Demobilization

1.4.2.2 CLIN 2002AB Drill Hole Setup

1.4.2.3 CLIN 2002AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.4.2.4 CLIN 2002AD Grout Voids

1.4.2.5 CLIN 2002AE Re-Drill Grout

1.4.3 LOWER MONUMENTAL PROJECT

1.4.3.1 CLIN 2003AA Mobilization And Demobilization

1.4.3.2 CLIN 2003AB Drill Hole Setup

1.4.3.3 CLIN 2003AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.4.3.4 CLIN 2003AD Grout Voids

1.4.3.5 CLIN 2003AE Re-Drill Grout

1.4.4 LITTLE GOOSE PROJECT

1.4.4.1 CLIN 2004AA Mobilization And Demobilization

1.4.4.2 CLIN 2004AB Drill Hole Setup

1.4.4.3 CLIN 2004AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.4.4.4 CLIN 2004AD Grout Voids

1.4.4.5 CLIN 2004AE Re-Drill Grout

1.4.4.6 CLIN 2004AF Supply and Install 6" Waterstop Cylinders

1.4.5 LOWER GRANITE PROJECT

1.4.5.1 CLIN 2005AA Mobilization And Demobilization

1.4.5.2 CLIN 2005AB Drill Hole Setup

1.4.5.3 CLIN 2005AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.4.5.4 CLIN 2005AD Grout Voids

1.4.5.5 CLIN 2005AE Re-Drill Grout

1.4.6 DWORSHAK PROJECT

1.4.6.1 CLIN 2006AA Mobilization And Demobilization

1.4.6.2 CLIN 2006AB Drill Hole Setup

1.4.6.3 CLIN 2006AC Drill, Supply, and Install 8" Waterstop

Cylinders

1.4.6.4 CLIN 2006AD Grout Voids

1.4.6.5 CLIN 2006AE Re-Drill Grout

1.5 OPTIONAL SCHEDULE D: 3rd OPTION YEAR - 2026 - 2027

1.5.1 MCNARY PROJECT

1.5.1.1 CLIN 3001AA Mobilization And Demobilization (Southside Of Navlock)

1.5.1.2 CLIN 3001AB Drill Hole Setup (South side Navlock)

1.5.1.3 CLIN 3001AC Drill, Supply, and Install 6" Waterstop

Cylinders (South side Navlock)

1.5.1.4 CLIN 3001AD Grout Voids (South side Navlock)

1.5.1.5 CLIN 3001AE Re-Drill Grout (South Side Navlock)

1.5.1.6 CLIN 3001AF Mobilization And Demobilization (All Other

Locations at McNary)

1.5.1.7 CLIN 3001AG Drill Hole Setup (All Other Locations At

Mcnary)

1.5.1.8 CLIN 3001AH Drill, Supply, and Install 6" Waterstop

Cylinders (All Other Locations at McNary)

1.5.1.9 CLIN 3001AI Grout Voids (All Other Locations At Mcnary)

1.5.1.10 CLIN 3001AJ Re-Drill Grout (All Other Locations At Mcnary)

1.5.2 ICE HARBOR PROJECT

1.5.2.1 CLIN 3002AA Mobilization And Demobilization

1.5.2.2 CLIN 3002AB Drill Hole Setup

1.5.2.3 CLIN 3002AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.5.2.4 CLIN 3002AD Grout Voids

1.5.2.5 CLIN 3002AE Re-Drill Grout

1.5.3 LOWER MONUMENTAL PROJECT

1.5.3.1 CLIN 3003AA Mobilization And Demobilization

1.5.3.2 CLIN 3003AB Drill Hole Setup

1.5.3.3 CLIN 3003AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.5.3.4 CLIN 3003AD Grout Voids

1.5.3.5 CLIN 3003AE Re-Drill Grout

1.5.4 LITTLE GOOSE PROJECT

1.5.4.1 CLIN 3004AA Mobilization And Demobilization

1.5.4.2 CLIN 3004AB Drill Hole Setup

1.5.4.3 CLIN 3004AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.5.4.4 CLIN 3004AD Grout Voids

1.5.4.5 CLIN 3004AE Re-Drill Grout

1.5.4.6 CLIN 3004AF Supply and Install 6" Waterstop Cylinders

1.5.5 LOWER GRANITE PROJECT

1.5.5.1 CLIN 3005AA Mobilization And Demobilization

1.5.5.2 CLIN 3005AB Drill Hole Setup

1.5.5.3 CLIN 3005AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.5.5.4 CLIN 3005AD Grout Voids

1.5.5.5 CLIN 3005AE Re-Drill Grout

1.5.6 DWORSHAK PROJECT

1.5.6.1 CLIN 3006AA Mobilization And Demobilization

1.5.6.2 CLIN 3006AB Drill Hole Setup

1.5.6.3 CLIN 3006AC Drill, Supply, and Install 8" Waterstop

Cylinders

1.5.6.4 CLIN 3006AD Grout Voids

1.5.6.5 CLIN 3006AE Re-Drill Grout

1.6 OPTIONAL SCHEDULE E: 4th OPTION YEAR - 2027 - 2028

1.6.1 MCNARY PROJECT

1.6.1.1 CLIN 4001AA Mobilization And Demobilization (Southside Of

Navlock)

1.6.1.2 CLIN 4001AB Drill Hole Setup (South side Navlock)

1.6.1.3 CLIN 4001AC Drill, Supply, and Install 6" Waterstop

Cylinders (South side Navlock)

1.6.1.4 CLIN 4001AD Grout Voids (South side Navlock)

1.6.1.5 CLIN 4001AE Re-Drill Grout (South Side Navlock)

1.6.1.6 CLIN 4001AF Mobilization And Demobilization (All Other

Locations at McNary)

1.6.1.7 CLIN 4001AG Drill Hole Setup (All Other Locations At

Mcnary)

1.6.1.8 CLIN 4001AH Drill, Supply, and Install 6" Waterstop

Cylinders (All Other Locations at McNary)

1.6.1.9 CLIN 4001AI Grout Voids (All Other Locations At Mcnary)

1.6.1.10 CLIN 4001AJ Re-Drill Grout (All Other Locations At Mcnary)

1.6.2 ICE HARBOR PROJECT

1.6.2.1 CLIN 4002AA Mobilization And Demobilization

1.6.2.2 CLIN 4002AB Drill Hole Setup

1.6.2.3 CLIN 4002AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.6.2.4 CLIN 4002AD Grout Voids

1.6.2.5 CLIN 4002AE Re-Drill Grout

1.6.3 LOWER MONUMENTAL PROJECT

1.6.3.1 CLIN 4003AA Mobilization And Demobilization

1.6.3.2 CLIN 4003AB Drill Hole Setup

1.6.3.3 CLIN 4003AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.6.3.4 CLIN 4003AD Grout Voids

1.6.3.5 CLIN 4003AE Re-Drill Grout

1.6.4 LITTLE GOOSE PROJECT

1.6.4.1 CLIN 4004AA Mobilization And Demobilization

1.6.4.2 CLIN 4004AB Drill Hole Setup

1.6.4.3 CLIN 4004AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.6.4.4 CLIN 4004AD Grout Voids

1.6.4.5 CLIN 4004AE Re-Drill Grout

1.6.4.6 CLIN 4004AF Supply and Install 6" Waterstop Cylinders

1.6.5 LOWER GRANITE PROJECT

1.6.5.1 CLIN 4005AA Mobilization And Demobilization

1.6.5.2 CLIN 4005AB Drill Hole Setup

1.6.5.3 CLIN 4005AC Drill, Supply, and Install 6" Waterstop

Cylinders

1.6.5.4 CLIN 4005AD Grout Voids

1.6.5.5 CLIN 4005AE Re-Drill Grout

1.6.6 DWORSHAK PROJECT

1.6.6.1 CLIN 4006AA Mobilization And Demobilization

1.6.6.2 CLIN 4006AB Drill Hole Setup

1.6.6.3 CLIN 4006AC Drill, Supply, and Install 8" Waterstop

Cylinders

1.6.6.4 CLIN 4006AD Grout Voids

1.6.6.5 CLIN 4006AE Re-Drill Grout

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 RETAINAGE OF PAYMENT

Retainage in the amount of 10 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will be held until such time as the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.

a. As-built contract drawings and FIO drawings.

b. Return of Government Issued Items.

1.2 SCHEDULE A - BASE YEAR 2023 - 2024

1.2.1 MCNARY PROJECT

1.2.1.1 CLIN 0001AA Mobilization And Demobilization (Southside Of Navlock)

Measurement and payment for mobilization and demobilization will be in accordance with Contract CLAUSE: PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. This item will be measured for payment as a complete pay item (JOB) under CLIN 0001AA, "Mobilization and demobilization (Southside Of Navlock)," which price and payment shall be full compensation for mobilizing, initial drill hole setup and demobilizing all plant and equipment required for performance of the work, complete, as specified and approved.

1.2.1.2 CLIN 0001AB Drill Hole Setup (South side Navlock)

CLIN 0001AB will be measured for payment as a complete pay item (JOB).

Payment will be made at the lump sum price for CLIN No. 0001AB, "Drill Hole Setup (South side Navlock)," which price and payment shall be full compensation for all work required to setup on the next hole after the initial hole setup, complete, as specified and approved.

1.2.1.3 CLIN 0001AC Drill, Supply, and Install 6" Waterstop Cylinders (South side Navlock)

CLIN 0001AC will be measured for payment as the number of linear feet (LF) completed. Payment will be made at the unit price for CLIN No. 0001AC, "Drill, Supply, and Install 6" Waterstop Cylinders (South side Navlock)," which price and payment shall be full compensation for all work required for CLIN 0001AC, complete, as specified and approved.

1.2.1.4 CLIN 0001AD Grout Voids (South side Navlock)

CLIN 0001AD will be measured for payment as the number of cubic feet (CF) completed. Payment will be made at the unit price for CLIN No. 0001AD, "Grout Voids (South side Navlock)," which price and payment shall be full compensation for all work required for CLIN 0001AD, complete, as specified and approved.

1.2.1.5 CLIN 0001AE Re-Drill Grout (South Side Navlock)

CLIN 0001AE will be measured for payment as the number of linear feet (LF) completed. Payment will be made at the unit price for CLIN No. 0001AE, "Re-Drill Grout (South Side Navlock)," which price and payment shall be full compensation for all work required for CLIN 0001AE, complete, as specified and approved.

1.2.1.6 CLIN 0001AF Mobilization And Demobilization (All Other Locations at McNary)

Measurement and payment for mobilization and demobilization will be in accordance with Contract CLAUSE: PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. This item will be measured for payment as a complete pay item (JOB) under CLIN 0001AF, "Mobilization and demobilization," which price and payment shall be full compensation for mobilizing, initial drill hole setup and demobilizing all plant and equipment required for performance of the work, complete, as specified and approved.

1.2.1.7 CLIN 0001AG Drill Hole Setup (All Other Locations At Mcnary)

CLIN 0001AG will be measured for payment as a complete pay item (JOB).

Payment will be made at the lump sum price for CLIN No.