B.08.02 Technical Specifications MNA Bulkheads_21B0011.pdf

McNary Head Gate System Rehab - Bulkheads W912EF21B0011

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15.00 28 LIST OF DRAWINGS

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 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

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

DIVISION 05 - METALS

05 56 09.00 26 BULKHEAD SEALS

05 59 13.01 26 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 - FINISHES

09 97 02.13 26 PAINTING: HYDRAULIC STRUCTURES

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 00.02 26 BULKHEAD EQUALIZING VALVE SYSTEM

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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 RESOURCE DRAWINGS (R)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28 Page 1

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:

SHEET

NUMBER

FILE NUMBER TITLE Rev. Num. Date

GENERAL

G-001 MN481308_G-001 PROJECT LOCATION AND VICINTY

MAPS

G-002 MN481308_G-002 INDEX TO DRAWINGS

G-003 MN481308_G-003 SITE PLAN

STRUCTURAL

S-001 MN481308_S-001 GENERAL STRUCTURAL NOTES

S-002 MN481308_S-002 ASSEMBLY AND ALIGNMENT

S-003 MN481308_S-003 GEOMETRIC DIVENSIONING AND

TOLERANCE

S-101 MN481308_S-101 BULKHEAD SHEET 1

S-102 MN481308_S-102 BULKHEAD SHEET 2

S-103 MN481308_S-103 BULKHEAD SHEET 3

S-104 MN481308_S-104 BULKHEAD SHEET 4

S-501 MN481308_S-501 BULKHEAD DETAILS SHEET 1

S-502 MN481308_S-502 BULKHEAD DETAILS SHEET 2

S-503 MN481308_S-503 DOGGING BEAM DETAILS

DOCUMENT 00 01 15.00 28 Page 2

SHEET

NUMBER

FILE NUMBER TITLE Rev. Num. Date

S-504 MN481308_S-504 SEAL AND CLAMP BAR DETAILS

S-505 MN481308_S-505 LAYDOWN LINK AND PIN DETAILS

MECHANICAL

M-201 MN481308_M-201 EQUALIZER VALVE AND

PNEUMATIC ACTUATOR

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. No Resource (R)("For Information Only") drawings are available on

CAD.

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

c. Electronic copies of CAD drawings are only available in Bentley DGN format.

d. 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 RESOURCE DRAWINGS (R)

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

Resource (R) drawings are as follows:

SHEET

NUMBER

FILE NUMBER TITLE Rev.

Num.

Date

RESOURCE

WILLAMETTE IRON AND STEEL COMPANY DRAWINGS

R-001 H-301 EMERGENCY INTAKE GATES SECTION #1

TOP

R-002 H-302 EMERGENCY INTAKE GATES SECTION #2

INTERMEDIATE

R-003 H-303 EMERGENCY INTAKE GATES SECTION #3

INTERMEDIATE

R-004 H-304 EMERGENCY INTAKE GATES SECTION #4

BOTTOM

DOCUMENT 00 01 15.00 28 Page 3

SHEET

NUMBER

FILE NUMBER TITLE Rev.

Num.

Date

R-005 H-305 EMERGENCY INTAKE GATES END GIRDER

AND GUIDE SHOE

R-006 H-306 EMERGENCY INTAKE GATES HOOK &

SUPPORT

R-007 H-307 EMERGENCY INTAKE GATES SEAL BARS

R-008 H-308 EMERGENCY INTAKE GATES SEAL

DETAILS

R-009 Z-511 EMERGENCY INTAKE GATES ASSEMBLY &

ERRECTION DATA

USACE DRAWINGS

R-010 MDF-1-3-5/94 SPARE ESBS DOGGING BEAM LIFTING

BEAM EAR

R-011 MDG-4-3-26/2 GANTRY FRAME ASSY - 140 TON

GANTRY CRANE SHEET 1

R-012 MDG-4-3-26/2 GANTRY FRAME ASSY - 140 TON

GANTRY CRANE SHEET 2

R-013 MDP-1-3-1/2 140 TON INTAKE GANTRY CRANE

R-014 MDP-1-3-4/26 POWERHOUSE EMERGENCY INTAKE GATE

STORAGE LATCH

R-015 MDP-1-3-4-0/50 CONCRETE OUTLINE MAIN UNIT BAY

BLDG INTERIOR TRANSVERSE SECTION

UNITS 9-14

R-016 MDP-1.7-3-4/34 TRAVELING FISH SCREEN LIFTING BEAM

R-017 MDP-1.7-3-4/35 TRAVELING FISH SCREEN LIFTING

BEAM DETAILS SHEET 1

R-018 MDP-1.7-3-4/36 TRAVELING FISH SCREEN LIFTING

BEAM DETAILS SHEET 2

R-019 MDP-2.1-4-0/345CONCRETE OUTLINE MAIN UNIT BAY

INTAKE DECK PLAN EL 361.0 SHEET 1

R-020 MDP-2.1-4-0/346CONCRETE OUTLINE MAIN INTAKE DECK

361.0 SHEET 2

R-021 MDP-2.1-4-0/348CONCRETE OUTLINE MAIN INTAKE PLAN

EL 331.0

R-022 MDP-2.1-4-0/349CONCRETE OUTLINE MAIN INTAKE PLAN

EL 310.0

R-023 MDP-2.1-4-0/350CONCRETE OUTLINE MAIN INTAKE PLAN

EL 274.0

R-024 MDP-2.1-4-0/351CONCRETE OUTLINE MAIN INTAKE PLAN

BASE SLAB

R-025 MDP-2.1-4-0/355CONCRETE OUTLINE MAIN INTAKE

TRANSV. SECT. EL 259.0 TO 331.0

R-026 MDP-2.1-4-0/356CONCRETE OUTLINE MAIN INTAKE

SECT. THRU BASE SLAB & DECK SLAB

-- End of Document --

DOCUMENT 00 01 15.00 28 Page 4

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)

SECTION 01 00 00.00 28 Page 1

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

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

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

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

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

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

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

Army Wounded Warrior Program -http://wtc.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://duckduckgo.com/l/?kh=-1&uddg=https%3A%2F%2Fwww.ebenefits.va.gov%2Febenefits-

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00.00 28 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 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-ON-SITE INSPECTION

1.12 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

1.13 DISCONNECTED OIL LINES

1.14 PROJECT SUPERINTENDENT

1.15 KEY PERSONNEL SUBSTITUTION

1.16 POST AWARD MEETINGS

1.16.1 Pre-Work Meeting

1.16.2 Pre-On-Site Work Meeting

1.16.2.1 Minutes

1.16.2.2 Demobilizing And Remobilizing

1.17 WEEKLY PRODUCTION MEETINGS

1.17.1 Minutes

1.18 ADDITIONAL MEETINGS

1.19 GOVERNMENT QUALITY ASSURANCE (QASP)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

SECTION 01 11 01.00 28 Page 1

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

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

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Comply with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G, C

Equipment List; I, C

Pre-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 fabrication.

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

1.4 DEFINITIONS

a. Qualified Person.

SECTION 01 11 01.00 28 Page 2

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 within 15 days after receipt of Notice of Award.

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 the on-site work, 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

SECTION 01 11 01.00 28 Page 3 project site.

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract.

The Contractor shall protect from damage all existing improvements and utilities (1)at or near the work site, and (2)on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

1.11 PRE-ON-SITE INSPECTION

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

1.12 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

The Contractor is responsible for correcting all damage and defects to work covered by this contract, until final acceptance by the Government.

1.13 DISCONNECTED OIL LINES

Anytime an oil line is disconnected by the Contractor due to work performed under this contract it shall be the Contractors responsibility to cap the line. Oil line cap shall be rated at 125% of the pressure in the line.

Contractor shall notify the KO that an oil line has been disconnected, and then document by KO witness that the disconnected oil line has been sealed to ensure no transfer of oil or water from or into the sealed line.

1.14 PROJECT SUPERINTENDENT

Assign a Project Superintendent that 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.

The Project Superintendent is authorized to serve as both the Quality Control (QC) System Manager and the Site Safety and Health Officer (SSHO) providing they meet the qualifications specified for those 2 positions.

1.15 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

SECTION 01 11 01.00 28 Page 4 new personnel at least 15 calendar days in advance of date of replacement.

1.16 POST AWARD MEETINGS

1.16.1 Pre-Work Meeting

Within Thirty (30) calendar days after receipt of Notice of Award, 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.

1.16.2 Pre-On-Site Work Meeting

Coordinate with the Contracting Officer and establish the date of the Pre-On-Site Work 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-On-Site Work 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 Project Superintendent, Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.16.2.1 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.

1.16.2.2 Demobilizing And Remobilizing

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

1.17 WEEKLY PRODUCTION MEETINGS

During all fabrication and onsite 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 on-site and off-site work activities, over the next three (3) weeks.

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

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.

SECTION 01 11 01.00 28 Page 5

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.

f. Submit each meeting agenda to the COR 24 hours prior to the meeting.

1.17.1 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.

1.18 ADDITIONAL MEETINGS

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

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

1.19 GOVERNMENT QUALITY ASSURANCE (QASP)

1. The Government will monitor the Contractor's performance under this contract using quality assurance procedures developed by the Government. Typical procedures might include random sampling, checklists, customer complaints, and observations.

2. The Government reserves the right to inspect and test all services called for by the contract, to the extent practicable at all times and places during the term of the contract. The Government will perform inspections and tests in a manner that will not unduly delay the work.

3. If any of the services do not conform to contract requirements, the Government will request the Contractor to perform the services again, where appropriate, in conformity with contract requirements, at no increase in contract amount. When the defects in services cannot be corrected by re-performance, the Government may (1) require the Contractor to take necessary action to ensure future performance conforms to contract requirements and (2) reduce the contract price to reflect the reduced value of the services performed.

4. If the Contractor fails to promptly re-perform the services or to take the necessary action to ensure future performance in conformity with contract requirements, the Government may by contract, or otherwise (1) perform the services and charge to the Contractor any cost incurred by the Government that is directly related to the performance of such service or (2) terminate the contract in whole or in part.

SECTION 01 11 01.00 28 Page 6

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 11 01.00 28 Page 7

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 BULKHEAD DELIVERY, OFFLOAD AND TESTING REQUIREMENTS

1.3 PROJECT SECURITY

1.3.1 Contractor Vehicle Access

1.3.2 Identification of Employees

1.4 DELIVERY OF EQUIPMENT

1.5 FACILITY OCCUPANCY CLOSURE

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

1.6.2 Government's Work Schedule

1.7 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 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 BULKHEAD DELIVERY, OFFLOAD AND TESTING REQUIREMENTS

1. Each bulkhead shall be delivered fully assembled to McNary Dam.

2. Delivery of the bulkheads is preferred on either a Friday or Saturday to avoid potential interference with other routine work.

Deliveries will not be accepted on Sunday and offload would start Monday morning. Bulkheads shall be delivered to the southern end of the intake deck by the Gate Repair Pit Entrance. The Government will use the intake deck crane (Crane 5) and provide the crane operator, riggers and rigging to offload the bulkheads and transport the bulkheads to either the designated main unit slot for testing or to a temporary storage location to await testing. Additionally:

a. The round trip time for the Government to offload a bulkhead, deliver to a main unit slot or temporary storage location, and return is approximately 2 hrs.

b. The Government's daily work window to offload and transport the bulkheads starts no earlier than 0700 and ends no later than 1500. Delivery outside of these hours must be coordinated with the Contracting Officer and project staff.

c. Per EM 385-1-1, for winds greater than 20 mph, the operator, rigger, and lift supervisor shall cease all crane operations, evaluate conditions and determine if the lift shall proceed.

3. If the Contractor chooses to deliver by barge, they are responsible for offloading the bulkheads from the barge and delivery to the intake deck location stated in item #2 above. The Port of Umatilla dock is a potential offload location. It is located upstream of the dam on the South(Oregon) side of the river. The Point of Contact for the Port is Larry Ray at 541-314-8784.

4. Barges/marine plants are not allowed in the forebay area or to dock or offload bulkheads next to the intake deck.

SECTION 01 14 00.10 28 Page 2

5. Notify the KO at least 28 days in advance of delivery of the bulkheads. An addition notification shall be provided 14 days from delivery and also when the bulkheads are loaded and in route to McNary.

5. Functionality Tests will take place in a main unit slot (See SECTION 05 59 13.01 26 FABRICATION OF HYDRAULIC STEEL STRUCTURES, subpart FUNCTIONALITY TEST, for testing details). The Government will use its crane, rigging and personnel needed to assist in the testing. The maximum number of bulkheads that can be tested at any one time is three, so the Government will provide two rounds of initial bulkhead testing. The first round of testing will be on either two or three bulkheads. Once the first round of testing is completed, the Government will remove either one or two bulkheads from the main unit slot and replace with the remaining bulkhead(s) so the second round of testing can be performed.

If delivery is on a Friday or Saturday, dewatering of the main unit will start on the following Monday. If delivered Monday through Thursday, dewatering will start on the following day.

6. For the first testing evolution, durations and tasks are:

1 day to install new bulkheads.

2 days to dewater/stage main unit for testing/inspection (includes time for clearance)(The Contractor will need to sign onto the clearance).

1 day to test/inspect.

1 day to re-water the main unit and lift clearance.

1 day to remove new bulkheads to be ready to replace with the remaining bulkhead(s).

7. For the second testing evolution, durations and tasks are:

1 day to install new bulkhead(s).

2 days to dewater/stage main unit for testing/inspection (includes time for clearance)(The Contractor will need to sign onto the clearance).

1 day to test/inspect.

1 day to re-water the main unit and lift clearance.

1 day to remove new bulkhead(s).

The Government will work consecutive days with the exception of Sundays to complete the first and second testing evolutions.

Note: For the items 6 and 7 above, the durations do not include any time for failed testing, repairs, and re-testing.

8. If repairs are needed after testing is completed, the Government will transport the bulkhead(s) by crane to the Gate Repair Pit and return the bulkheads to the slot after repairs are completed. No on-site repairs may be made while the bulkheads are suspended from a Government crane.

a. Only one bulkhead can be in the repair pit at any given time.

9. Once repairs are completed and the repaired bulkhead(s) returned to the a main unit slot, additional testing will be required. Durations to perform retesting are:

SECTION 01 14 00.10 28 Page 3

2 days to dewater/stage main unit for testing/inspection (includes time for clearance)(The Contractor will need to sign onto the clearance).

1 day to test/inspect.

1 day to re-water the main unit and lift clearance.

10. For lockout/tagout clearance requirements, see SECTION 01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS, paragraph

LOCKOUT/TAGOUT (LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL

PROGRAM (HECP) PROCEDURES for additional information.

1.3 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. Complete the Security Badge Form(attached to the end of this SECTION), submit the completed form to the Contracting Officer at least five (5) business days prior to the employee arrival to work on the Project site and upon issuance of official badges, shall be responsible for requiring each employee engaged on the work to display identification at all times. 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 with the exception of off loading the bulkheads which is discussed in the BULKHEAD DELIVERY, OFFLOAD AND TESTING

SECTION 01 14 00.10 28 Page 4

REQUIREMENTS subpart above. Deliveries shall arrive on the Oregon (south) side of the river as the Contractor's work area. Delivery vehicles will not be allowed to cross the river over the dam from the Washington side.

1.5 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.

1.6 WORK SCHEDULES

1.6.1 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.

1.6.2 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.

1.7 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 McNary 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

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 BIOGRAPHICAL INFORMATION SUBMITTAL

1.4 AT LEVEL 1 TRAINING

1.5 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.6 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

1.7 CONTRACTS THAT REQUIRE OPSEC TRAINING

1.8 EMPLOYEE ESCORT

1.9 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 1

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

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

This contract does not require access to sensitive information, or equipment. It does require access to restricted areas. McNary Dam is considered a restricted area.

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.

U.S. ARMY (DA)

AR 190-13 (2011) The Army Physical Security Program

Army Directive 2014-05 (2014) Policy and Implementation Procedures for Common Access Card Credentialing and Installation Access for Uncleared Contractors

Website for Department of the Army Regulations:

http://armypubs.army.mil/

Federal Acquisition Regulation (FAR)

FAR 52.204-9 (2015) Personal Identity Verification of Contractor Personnel

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

Anti Terrorism (AT) Level 1; I, C

Level 1 OPSEC training; I, C

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

Biographical Information; G, C

SECTION 01 14 00.90 28 Page 2

1.3 BIOGRAPHICAL INFORMATION SUBMITTAL

Submit Biographical Information to the COR via email as a password protected pdf file or using the DoD SAFE site for all personnel requiring unescorted access or requiring access to government information systems.

See paragraph "ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES" for additional information and details on items to submit.

1.4 AT LEVEL 1 TRAINING

All contractor employees, including all associated sub-contractor employees, requiring access to government facilities and controlled access areas shall complete Anti Terrorism (AT) Level 1 awareness training within 30 days after Notice of Award for those conducting field measurements and 60 days prior to on-site work for all other on-site work, and annually thereafter until project completion. Submit certificates of completion for each employee to the contracting officer representative (COR) or to the contracting officer (if a COR is not assigned), within 5 calendar days after initial completion of training or annual refresher.

The contractor shall retain employee training certificates for the duration of the contract and maintain a current roster. The roster shall contain the names of employees who have completed the training along with their most recent training completion date. The contractor shall update the roster and resubmit to the contracting officer no later than 5 calendar days after completion of refresher training or a new employee completes certification.

AT Level I awareness training can be completed in approximately two (2) hours and is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html

1.5 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor employees, including all associated sub-contractor employees, shall comply with all applicable facility access and security policies and procedures. Local facility policies and procedures shall be provided by a government representative.

The contractor shall provide all information required for background checks to meet facility access requirements. Background checks will be performed by Walla Walla District Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR 52.204-9, Personal Identity Verification of Contractor Personnel:

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28) as directed by DOD and/or local policy.

For each individual that will be working at this site, submit an excel spreadsheet containing the individual's full name and date of birth to satisfy the information required to conduct the background check. The COR will provide a copy of the excel spreadsheet to be used at the Pre-work meeting. Background check must be approved for an individual before they can access the site.

In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any facility change, the Government may require changes in contractor security matters or processes.

SECTION 01 14 00.90 28 Page 3

1.6 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

Contractor employees, including all associated sub-contractor employees, shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III)and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable facility and area access security policies and procedures (provided by a government representative, as NCIC and TSDB are available).

1.7 CONTRACTS THAT REQUIRE OPSEC TRAINING

All new contractor employees, including all associated sub-contractor employees, will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all employees must complete annual OPSEC awareness training until project completion. The contractor shall submit Level 1 OPSEC training certificates of completion for each affected employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training.

OPSEC awareness training is available at the following website:

https://securityawareness.usalearning.gov/opsec/index.htm or it can be provided by the OPSEC Officer in presentation form which will be documented via memorandum.

1.8 EMPLOYEE ESCORT

All contractor employees, including all associated sub-contractor employees, who are not in possession of the appropriate security clearance or access privileges, will be escorted in sensitive or restricted areas and/or areas where they may be exposed to classified and/or sensitive materials.

1.9 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen Candidates using the E-verify Program ( http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system.

Additional time may be required for foriegn nationals to pre-screen.

An initial list of verified/eligible Candidates must be provided to the contracting officer, no later than 30 business days after receipt of Notice of Award.

*When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

Submit pre-screening results to the COR via email as a password protected pdf file.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Reviewing Authority

1.2.2.1 Action Elements for Submittal Review

1.2.3 Work

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 Information Only (I)

1.4 CAD FILE REQUIREMENTS

1.4.1 CAD File Requirements for Design Drawings Created After Award.

1.4.2 USACE CAD/BIM Technology Center

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Format For Electronic Submittals

1.5.4 Format for SD-02 Shop Drawings

1.5.4.1 Shop Drawing Submittals

1.5.5 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.5.6 Format of SD-04 Samples

1.5.7 Format of SD-05 Design Data and SD-07 Certificates

1.5.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.6 QUANTITY OF SUBMITTALS

1.6.1 Electronic Copies

1.6.2 Hard Copies (HC)

1.6.2.1 Hard Copy Submittals

1.6.3 Official Receipt of Transmittals

1.6.4 Number of Samples SD-04 Samples

1.6.5 Number of Copies of SD-10 Operation and Maintenance Data

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS REQUESTS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting That Variations Are Compatible

1.8.4 Review Schedule Is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use Of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Contractor Action Codes

SECTION 01 33 00 Page 1

1.9.5 Contractor Action Code and Action Code

1.9.6 Copies Delivered to the Government

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED OR REJECTED SUBMITTALS

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

ENG Form 4025

Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer (KO) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Make certain that each submittal is complete and in sufficient detail to easily determine contract compliance.

a. Use the same units of weights and measures as the contract drawings.

b. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

c. Clearly identify any proposed variations from the contract requirements.

d. Include drawings; literature (catalog cuts, diagrams, operating charts or curves); test reports; samples; O&M manuals (including parts list); certifications; warranties; and other necessary information.

e. Obtain submittal approval prior to acquiring the covered material or equipment.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-19-6 (Aug 2019) A/E/C Graphics Standard, Release 2.1

ERDC/ITL TR-19-7 (Aug 2019) A/E/C CAD Standard - Release 6.1

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required to be approved prior to commencing work on site. Submittals required prior to the start of the next major phase of work on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SECTION 01 33 00 Page 3

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups fabricated on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Unless otherwise specified testing must have been completed within three (3) years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after

SECTION 01 33 00 Page 4 installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out the contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of work on a multi-phase contract.

1.2.2 Reviewing Authority

Office or designated person to review submittal.

1.2.2.1 Action Elements for Submittal Review

AE Architect/Engineer C Engineering & Construction Division, Construction Branch CS Cybersecurity, Electrical Design Lead DDC Walla Walla District Dive Coordinator, Safety Office A Engineering & Construction Division, Structural Design

SECTION 01 33 00 Page 5

"Architectural" ECC Operation's Division, Environmental Compliance Coordinator OPC Operation's Division, Pesticide Coordinator EL Engineering & Construction Division, Electrical Design GT Engineering & Construction Division, Geotechnical Design H Engineering & Construction Division, Hydraulic Design ME Engineering & Construction Division, Mechanical Design ST Engineering & Construction Division, Structural Design TL Engineering & Construction Division, Technical Lead HDC Hydroelectric Design Center GE Engineering & Construction Division, General Engineering GS Engineering & Construction Division, Geospatial PMP Project Management Division, Planning SO Safety Office SLE Security Law Enforcement Officer EOC Engineering Design, Project Operations and Construction

1.2.3 Work

As used in this SECTION, on- and off-site fabrication and testing required by contract documents, including labor necessary to produce submittals, materials, products, equipment, and systems incorporated.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

G - This code is for submittals requiring government approval that were listed in the original government-generated specs.

I - This code is used for both Government-generated submittals and Contractor-generated submittals. This code is reserved for submittals that don't require approval, e.g. test reports.

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the KO. Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the KO. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only (I)

Submittals not requiring Government approval will be for information only

(FIO).

1.4 CAD FILE REQUIREMENTS

The following applies to all CAD File submittals, unless otherwise noted:

a. Furnish CAD files in the latest version of Bentley DGN format, for all CAD Files submitted by the Contractor in performance of this contract.

SECTION 01 33 00 Page 6

b. Unless otherwise noted, all CAD Files shall meet A/E/C CAD and Graphic Standards, as follows:

1. Compliant with the A/E/C CAD Standard ERDC/ITL TR-19-7, A/E/C Graphics Standard ERDC/ITL TR-19-6.

c. CAD Files shall have presentation graphics which can be…