TECHSPECS_W912EF25BA001_LGA Stilling Basin Sed Removal.pdf

Little Goose Stilling Basin Sediment Removal W912EF25BA001

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

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 16.00 28 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 10.00 28 DIVING (GENERAL)

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 28 CONTRACTOR QUALITY CONTROL

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

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 13.10 28 WATER QUALITY MONITORING

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 50.59 28 DREDGING AND DIVING WORK

35 20 23.13 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

MONITORING PROFILE

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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 APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 00 00.00 28 Page 1

SECTION 01 00 00.00 28 Page 2

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 https://www.opm.gov/fedshirevets/

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

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

Army Recovery Care Program -ht t ps: / / myar mybenef i t s. us. ar my. mi l / Benef i t - Li br ar y/ Feder al - Benef i t s/ Ar my- Recover y- Car e- Pr ogr am- ( ARCP) - ( f or mer l y- known- as- War r i or - Car e- and- Tr ansi t i on- Pr ogr am)

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

Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/files/Employer-Guide-to-Hiring-Veterans-20231101.pdf

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 00 00.00 28 Page 3

SECTION 01 00 00.00 28 Page 4

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 PROJECT SUPERINTENDENT

1.12 KEY PERSONNEL SUBSTITUTION

1.13 POST AWARD MEETINGS

1.13.1 Pre-Work Meeting

1.13.2 Pre-Construction Meeting

1.13.2.1 Minutes

1.13.2.2 Demobilizing And Remobilizing

1.13.3 RMS Orientation Meeting

1.14 WEEKLY PRODUCTION MEETINGS

1.14.1 Production Briefings

1.14.2 Minutes

1.15 ADDITIONAL MEETINGS

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 Page 2

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 (2024) Safety -- Safety and Health Requirements Manual

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

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 PRE-CONSTRUCTION ON-SITE INSPECTION

Prepare a Pre-Construction On-Site Inspection report of existing conditions, 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.

SECTION 01 11 01.00 28 Page 3

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 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).

SECTION 01 11 01.00 28 Page 4

1.11 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.

1.12 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.

1.13 POST AWARD MEETINGS

1.13.1 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 Government will lead this meeting and take the meeting minutes.

1.13.2 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 Contractor shall lead the Pre-Construction Meeting 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.

1.13.2.1 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.

1.13.2.2 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.

1.13.3 RMS Orientation Meeting

a. Upon the Contractor's request, a RMS (Resident Management System) Orientation Meeting will be held within Fifteen (15) calendar days

SECTION 01 11 01.00 28 Page 5 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):

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.

1.14 WEEKLY PRODUCTION MEETINGS

1.14.1 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

SECTION 01 11 01.00 28 Page 6 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 00.00 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.

1.14.2 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.

1.15 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)

SECTION 01 11 01.00 28 Page 7

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.3 LITTLE GOOSE PROJECT SECURITY

1.3.1 Contractor Vehicle Access

1.3.2 Identification of Employees

1.4 DELIVERY OF EQUIPMENT

1.5 BOAT RESTRICTED ZONE POLICY (BRZ)

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

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

Boat Restricted Zone (BRZ) Policy

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28 Page 2

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 (2024) Safety -- 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 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

Work on this project will occur during the work window identified in Contract Clause 52.211-10 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (1984).

The Navigation Lock Outage Work Window at Little Goose Dam commences as specified in Clause 52.211-10. Navigation Locks will remain unavailable to waterborne traffic until the end of the lock outage.

1.3 LITTLE GOOSE 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.

1.3.1 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.

1.3.2 Identification of Employees

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

SECTION 01 14 00.10 28 Page 3 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.

1.4 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.

1.5 BOAT RESTRICTED ZONE POLICY (BRZ)

The Boat Restricted Zone (BRZ) Policy is attached at the end of this SECTION. BRZ location is detailed in the GENERAL Section of the Drawings.

Check with the Contracting Officer for BRZ policy updates prior to the Pre-Construction Meeting.

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

a. The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., SECTION 01 14 00.10 28 Page 4

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.

1.8 USE OF WALLA WALLA DISTRICT PARKS

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

The Contractor's crew may not use Government parking lots near the Little Goose Lock and Dam for RV parking.

PART 2 PRODUCTS (Not Used)

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

SECTION 01 14 00.10 28 Page 5

SECTION 01 14 00.10 28 Page 6

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

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)

SECTION 01 14 00.90 28 Page 1

SECTION 01 14 00.90 28 Page 2

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

Suspicious Activity Reporting; G, C

Pre-Screen Candidates Using E-Verify Program; G, 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. Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something).

b. E-Verify Program.

SECTION 01 14 00.90 28 Page 3

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 documentation shall include the names of contractor personnel trained, and which training they completed. 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.

SECTION 01 14 00.90 28 Page 4

c. Contractor personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the KO, as needed. Coordinate escorted access with the KO a minimum of 14 calendar days prior to date of needed escort. 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.

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

All onsite 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.

1.7 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. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). 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.

SECTION 01 14 00.90 28 Page 5

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 LITTLE GOOSE STILLING BASIN SEDIMENT REMOVAL

1.2.1 CLIN 0001 Mobilization And Demobilization

1.2.2 CLIN 0002 Stilling Basin Dredge Sediment Removal

1.2.2.1 Measurement and Payment of Sediment Removal--CLIN 0002

1.2.2.1.1 Progress Payments

1.2.2.1.2 Final Payment

1.2.3 CLIN 0003 Stilling Basin Diver Sediment Removal

1.2.4 CLIN 0004 Stilling Basin Condition Detailed Dive Inspection

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 1

SECTION 01 22 00.00 28 Page 2

SECTION 01 22 00.00 28

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 start once the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS".

FINAL SUBMITTALS

a. Final Shop Drawings.

b. Final As-built Drawings.

c. Return of Government Issued Items.

1.2 LITTLE GOOSE STILLING BASIN SEDIMENT REMOVAL

1.2.1 CLIN 0001 Mobilization And Demobilization

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 0001, "Mobilization and demobilization," which price and payment shall be full compensation for mobilizing and demobilizing all plant and equipment required for performance of the work, as specified and approved.

1.2.2 CLIN 0002 Stilling Basin Dredge Sediment Removal

Stilling basin dredge sediment removal will be measured for payment as specified in paragraph "Measurement and Payment of Sediment Removal--CLIN 0002". Payment will be made at the unit price for CLIN 0002, "Stilling Basin Dredge Sediment Removal," which price and payment shall be full compensation for all work required for dredging, complete, as specified and approved. This CLIN is for all 7 acceptance areas as shown on drawing C-102. Features included with this item shall include, but not be limited to:

a. All unit costs of dredging such as moving and resetting the dredge and transport between dredging sites

b. All unit costs of transporting the dredged material to the disposal site and then off-loading dredge materials within the disposal site area.

c. All water quality monitoring costs for this area.

SECTION 01 22 00.00 28 Page 3

1.2.2.1 Measurement and Payment of Sediment Removal--CLIN 0002

1.2.2.1.1 Progress Payments

Measurement of sediment removal for CLIN 0002 progress payments will be based on the number of cubic yards (CY) calculated by the Contractor as established by scow displacement.

1.2.2.1.2 Final Payment

Measurement of sediment removal for CLIN 0002 final payment will be based on Government hydrographic surveys. Sediment removal will be measured for payment as the number of cubic yards (CY) of material satisfactorily excavated, transported, and off-loaded at the disposal site. The number of cubic yards of material removed will be computed by the Government using the terrain model differencing method with the Bentley OpenRoads Designer CONNECT software. The number of cubic yards of material removed will be the difference between the pre-sediment removal and post-sediment removal hydrographic surveys in relationship to design templates of each stilling basin area.

1.2.3 CLIN 0003 Stilling Basin Diver Sediment Removal

Stilling Basin Diver Sediment Removal will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0003, "Stilling Basin Diver Sediment Removal", which price and payment shall be full compensation for all work required of Stilling Basin Diver Sediment Removal, complete, as specified and approved. Items included with this item shall include, but not limited to the following:

a. Diving operations to remove remaining sediment.

b. Stilling Basin diver sediment removal acceptance.

1.2.4 CLIN 0004 Stilling Basin Condition Detailed Dive Inspection

Stilling Basin Condition Detailed Dive Inspection will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0004, "Stilling Basin Condition Detailed Dive Inspection", which price and payment shall be full compensation for all work required for Stilling Basin Condition Dive Inspection, complete, as specified and approved. Items included with this item shall include, but not limited to the following:

a. Detailed dive inspection photos.

b. Detailed dive inspection videos.

c. Compiled dive inspection findings.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 16.00 28

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

1.3.1.1 Primavera P6 Settings and Parameters

1.3.1.2 Microsoft Project 2016 Settings and Parameters

1.3.1.3 Cost Loading Microsoft Project 2016 Schedules

1.3.2 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 3-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

1.9 HYDROGRAPHIC SURVEY SCHEDULE

1.9.1 Pre-Dredge Hydrographic Survey

1.9.2 Post-Dredge Hydrographic Survey

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 32 16.00 28 Page 1

SECTION 01 32 16.00 28 Page 2

SECTION 01 32 16.00 28

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

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.

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

Construction Schedule; G, C

SD-07 Certificates

Monthly Updates; G, C

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Network Analysis Schedule (NAS) in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Primavera P6 or Microsoft Project 2016. Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection

SECTION 01 32 16.00 28 Page 3 of the submitted schedule. Build the schedule as follows:

a. The Project Schedule will show pre-construction submittals, Government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities.

Government and Contractor on-site work activities will be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

b. With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended. Each activity shall have predecessor and successor ties. No activity is to have open start, or open finish (dangling) logic. Minimize redundant logic ties. Once an activity exists on the schedule it is not to be deleted, or renamed to change the scope of the activity, and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook", including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

c. Each activity is to be assigned an appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code.

d. Date/time constraint(s) and/or lags, other than those required by the contract, are not allowed unless accepted by the Contracting Officer.

Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

1.3.1.1 Primavera P6 Settings and Parameters

Use the following Primavera P6 settings and parameters in preparing the Baseline Schedule. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

a. General: Define or establish Calendars and Activity Codes at the "Project" level, not the "Global" level.

b. Admin Drop-Down Menu, Admin Preferences, Time Periods Tab:

(1) Set time periods for P6 to 8.0 Hours/Day, 40.0 Hours/Week, 172.0 Hours/Month and 2000.0 Hours/Year.

(2) Use assigned calendar to specify the number of work hours for each time period: Must be checked.

c. Project Level, Dates Tab:

(1) Set "Must Finish By" date to "Contract Completion Date".

d. Project Level, Defaults Tab:

(1) Duration Type: Set to "Fixed Duration & Units".

(2) Percent Complete Type: Set to "Physical".

SECTION 01 32 16.00 28 Page 4

(3) Activity Type: Set to "Task Dependent".

(4) Calendar: Set to "Standard 5 Day Workweek". Calendar must reflect Saturday, Sunday and all Federal holidays as non-work days.

Alternative calendars may be used with Contracting Officer approval.

e. Project Level, Calculations Tab:

(1) Activity percent complete based on activity steps: Must be Checked.

(2) Reset Remaining Duration and Units to Original: Must be Checked.

(3) Subtract Actual from At Completion: Must be Checked.

(4) Recalculate Actual units and Cost when duration percent(%) complete changes: Must be Checked.

(5) Link Actual to Date and Actual This Period Units and Cost: Must be Checked.

f. Project Level, Settings Tab:

(1) Define Critical Activities: Check "Total Float is less than or equal to" and add "0d".

g. No on-site construction activity may have durations in excess of 10 working days.

1.3.1.2 Microsoft Project 2016 Settings and Parameters

The Network must have a minimum of 30 construction activities. No on-site construction activity may have durations in excess of 10 working days.

1.3.1.3 Cost Loading Microsoft Project 2016 Schedules

Assign material, labor and equipment costs to their respective Construction Activities. Material and equipment costs for which payment will be requested in advance of installation must be assigned to their respective procurement activity (i.e. the material/equipment on-site activity). Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the contract.

a. Submit an Earned Value Report with each schedule update showing activity budget, cost percent complete, earned amount and cost to complete as directed by the Contracting Officer.

b. With each schedule submission, provide a Schedule Variance control (SVC) diagram showing:

(1) Cash Flow S-Curves indicating planned project cost based on projected early and late activity finish dates.

(2) Earned Value to-date. Revise Cash Flow S-Curves when the contract is modified, or as directed by the Contracting Officer.

SECTION 01 32 16.00 28 Page 5

1.3.2 Schedule Submittals and Procedures

Submit Network Analysis Schedules (NAS) and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all

SECTION 01 32 16.00 28 Page 6 activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

e. Unless the Contracting Officer requests otherwise, only add conformed contract modifications into the Project NAS.

1.6 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are

SECTION 01 32 16.00 28 Page 7 being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

1.9 HYDROGRAPHIC SURVEY SCHEDULE

1.9.1 Pre-Dredge Hydrographic Survey

The Government will perform a pre-dredge hydrographic survey no earlier than 14 days prior to the start of dredging operations using an independent surveyor. The Contractor shall be responsible for any additional survey expenses and adverse schedule impacts incurred by the Government and caused by the Contractor changing the approved schedule start date.

1.9.2 Post-Dredge Hydrographic Survey

After the Contracting Officer accepts the dredging and final sediment removal work, the Government will perform the post-dredge survey using an independent hydrographic surveyor. The hydrographic surveyor will be operating within and adjacent to the sediment removal boundary to survey the exposed stilling basin surfaces. The Contractor will need to coordinate with the Contracting Officer to ensure the hydrographic surveyor can complete the post dredge survey operations within 5 days of the completion of dredging operations.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 32 16.00 28 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

REFERENCES

DEFINITIONS

Submittal Descriptions (SD)

Reviewing Authority

Action Elements for Submittal Review

Work

SUBMITTAL CLASSIFICATION

Government Approved (G)

Information Only (I)

CAD FILE…