Technical Specifications - McNary Powerhouse Turbine Draft Tube Slot Filler.pdf

McNary Powerhouse Turbine Draft Tube Slot Filler W912EF25BA002

MNTDTSF352071

PROJECT TABLE OF CONTENTS

DIVISION 01 - 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 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 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 29.10 28 CONTRACTOR WORK, ACCESS, AND STAGING AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 05 - METALS

05 05 23.16 28 STRUCTURAL STEEL WELDING AND FABRICATION

05 50 14.01 28 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 02.01 28 PAINTING: HYDRAULIC STRUCTURES

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PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 REQUIRED DELIVERY DATES

1.4.1 Additional Delivery Restrictions

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.6 EQUIPMENT LIST

1.7 TESTING OF EQUIPMENT

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.9 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

1.10 PROJECT SUPERINTENDENT

1.11 KEY PERSONNEL SUBSTITUTION

1.12 POST AWARD MEETINGS

1.12.1 Post-Award/Pre-Fabrication

1.12.1.1 Pre-Fabrication

1.12.1.1.1 Minutes

1.12.2 Pre-Fabrication Conference

1.12.3 Pre-Painting Meeting

1.12.4 Pre-Delivery Meetings

1.12.5 RMS Orientation Meeting

1.13 BI-WEEKLY PRODUCTION MEETINGS

1.13.1 Production Briefings

1.13.2 Fabrication Progress Photos

1.13.3 Minutes

1.14 ADDITIONAL MEETINGS

1.15 GOVERNMENT QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda three (3) week 'look ahead'

-- End of Section Table of Contents --

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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 Occupational Health Requirements

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

Equipment List ; I, C

Project Superintendent ; I, C

SD-07 Certificates

Key Personnel Substitution ; G, C

1.3 DEFINITIONS

a. Qualified Person.

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

1.4 REQUIRED DELIVERY DATES

Deliver Line Items by the dates listed below. See SECTION 01 55 29.10 28 CONTRACTOR WORK, ACCESS, AND STAGING AREAS, and SECTION 05 50 14.01 28 STRUCTURAL METAL FABRICATIONS for additional delivery related information:

CLIN DESCRIPTION REQUIRED DELIVERY DATES

No later than dates listed below

0001 One North and One South Draft Tube Slot Filler

12 months after Contract Award

0002 Eight Dogging Beams No later than first CLIN 0001 delivery

0003 One North and One South Draft Tube Slot Filler

26 months after Contract Award

0004 One North and One South Draft Tube Slot Filler

26 months after Contract Award

0005 One North and One South Draft Tube Slot Filler

32 months after Contract Award

0006 One North and One South Draft Tube Slot Filler

32 months after Contract Award

0007 One North and One South Draft Tube Slot Filler

32 months after Contract Award

1.4.1 Additional Delivery Restrictions

a. After CLIN 0001 and 0002 delivery, allow 90 calendar days prior to beginning fabrication on CLINs 0003 - 0007. See Sheet G-002, GENERAL NOTES 3 for additional information . Notify the Contracting Officer (KO) a minimum of 30 calendar days prior to beginning fabrication on CLIN 0003 Draft Tube Slot Fillers.

b. Do not schedule deliveries between 15 December and 31 March, annually, unless approved otherwise by the KO.

c. Do not deliver more than one pair of Draft Tube Slot Fillers per month. Both Slot Fillers in a given pair, must arrive onsite within 24 hours of each other, unless approved otherwise by the KO.

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse, or turned over to the Government, all wastes and demolished materials becomes the property of the Contractor and must 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 must be emptied daily, large bin containers must be emptied when full or once a week. Salvaged materials shall not be sold on the project site.

1.6 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 calendar 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.

1.7 TESTING OF EQUIPMENT

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

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

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Take precautions to prevent damage to existing facilities while performing work under this contract. Upon completion of the work, all existing facilities not included as a portion of the work shall be left in a condition better than or equal to the condition existing at the time of Contractor arrival on site. Repair any damage caused by Contractor activities at no additional cost to the Government.

1.9 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.

1.10 PROJECT SUPERINTENDENT

The Contractor's Project Superintendent must be on the worksite at McNary Dam during performance of on-site 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. Submit Superintendent name and contact information prior to start of on-site work.

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

1.11 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 KO. 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.

1.12 POST AWARD MEETINGS

1.12.1 Post-Award/Pre-Fabrication

A combined Post-Award/Pre-Fabrication Meeting will be held within fifteen

(15) calendar days after receipt of Notice of Award. Senior level members of the Contractor's staff and the Contractor's Project Superintendent and QC system manager shall attend the Post-Award/ Pre-Fabrication meeting.

The Government will lead the Post-Award part of the meeting and take the meeting minutes for this portion. The Government will discuss the overall contract requirements.

1.12.1.1 Pre-Fabrication

For the Pre-Fabrication part of the meeting, the Project Superintendent shall lead the meeting and discuss the Contractor's plan on executing the work, schedule, and plan for implementing quality control.

1.12.1.1.1 Minutes

Contractor is responsible for taking the meeting minutes for this portion of the meeting and shall send them electronically within 48 hours after the meeting to the Government's KO, Project Engineer, Quality Assurance Representative, and Resident Engineer. Include project name and meeting topic in e-mail subject line.

1.12.2 Pre-Fabrication Conference

See SECTION 05 50 14.01 28 STRUCTURAL METAL FABRICATIONS, paragraph PRE-FABRICATION CONFERENCE for additional information.

1.12.3 Pre-Painting Meeting

Coordinate with the KO and establish the date of the Pre-Painting Meeting.

The meeting shall be held at the Contractor's facility at least one (1) week prior to start of Certification Tests for paint applicators. See SECTION 09 97 02.01 28 PAINTING: HYDRAULIC STRUCTURES, paragraph "Qualified Coating Applicator" and related paragraphs for additional information. The Contractor shall lead the Pre-Painting Meeting discussing the Contractor's plan on executing the work on and off the Project site, schedule, and plan for implementing safety and quality control. 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.

1.12.4 Pre-Delivery Meetings

a. Coordinate with the KO and establish the dates of the Pre-Delivery Meetings. The meetings will be held at the Project site at least 21 calendar days prior to anticipated delivery date of each pair of Draft Tube Slot Fillers , unless approved otherwise by the KO. The Contractor shall lead the Pre-Delivery Meetings discussing the Contractor's plan on executing the work at the project site including delivery of Draft Tube Slot Fillers, repair of damage that occurred during shipping (including coating repair), schedule, and plan for implementing safety and quality control.

b. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend these meetings including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.12.5 RMS Orientation Meeting

a. Upon the Contractor's request, an RMS (Resident Management System) Orientation Meeting will be held within fifteen (15) calendar days after receipt of Notice of Award. See SECTION 01 45 01.00 28 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for additional information.

The Orientation Meeting will be held at NWW District Headquarters, and may occur in conjunction with, but not at the same time as, the Post-Award Meeting. The Orientation Meeting can also occur via video conference. Coordinate meeting date and time with the KO 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.

1.13 BI-WEEKLY PRODUCTION MEETINGS

1.13.1 Production Briefings

During all fabrication and onsite work, hold a bi-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'. Example attached. Other formats are permissible as long as information is clearly conveyed.

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

2. ENSURE these activities align to the overall Project 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 00.01 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.

1.13.2 Fabrication Progress Photos

a. During all fabrication activities (including work onsite at McNary Dam) record fabrication progress using bi-weekly progress photographs.

Submit digital photographs bi-weekly for use at the BI-WEEKLY PRODUCTION MEETING. Photographs provided are for unrestricted use by the Government.

1. Submit photos at the end of each 2 week work period.

2. Furnish digital photographs, Utilize JPEG file format for all photograph and image files.

3. Provide full-color photos with photo resolution of not less than 4 megapixels and not more than 12 megapixels. Photos shall show the sequence and progress of work.

4. Take a minimum of 20 digital photographs each week throughout the entire project.

b. Ensure that the photographs are digitally dated. A log must be furnished for each photograph that records the following information:

1. Photograph number (the specific format should be tied to the filename of the digital photograph).

2. Date the photograph was taken.

3. A brief description of the location, what the photograph depicts, and the orientation of the view.

1.13.3 Minutes

The Contractor is 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. Include project name and meeting topic in e-mail subject line.

1.14 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 KO for concurrence. E-mail subject line shall include project name and meeting topic.

1.15 GOVERNMENT QUALITY ASSURANCE SURVEILLANCE PLAN (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.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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Weekly Meeting agenda template

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

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

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

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

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

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

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

The date and time the Clearance shall be required.

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

Coordination issues

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

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

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

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Activity ID Activity Name Original Duration

Remaining Duration

Start Finish Physical

C l t

Total Float Critical

TotalTotal 32d 32d 26-Feb-15 11-Apr-15 194d

3 Week Look A3 Week Look Ahead 32d 32d 26-Feb-15 11-Apr-15 194d

Preparatory & AdPreparatory & Admin 5d 5d 26-Feb-15 02-Mar-15 311d 0001 Dive Operations 5d 5d 26-Feb-15 02-Mar-15 0% 311d

PreconstructionPreconstruction 20d 20d 26-Feb-15 25-Mar-15 167d Design & SubmitDesign & Submittals 20d 20d 26-Feb-15 25-Mar-15 162d

0002 Tests,Insp, and Verifications 20d 20d 26-Feb-15 25-Mar-15 0% 162d ProcurementProcurement 0d 0d 0d Fabrication & MaFabrication & Machining 0d 0d 0d Pre-Work CoordiPre-Work Coordination 0d 0d 0d

Field WorkField Work 16d 16d 26-Feb-15 19-Mar-15 210d Unit AUnit A 0d 0d 0d Unit BUnit B 0d 0d 0d Unit CUnit C 16d 16d 26-Feb-15 19-Mar-15 210d

Unit C Pre-RehUnit C Pre-Rehab Inspections 0d 0d 0d Unit C Box #1 Unit C Box #1 Removal 13d 13d 26-Feb-15 16-Mar-15 205d

0006 Remove Box 1 Screen 2d 2d 26-Feb-15 27-Feb-15 0% 93d 0007 Remove Box 2 Screen 2d 2d 02-Mar-15 03-Mar-15 0% 93d 0008 Remove Box 3 Screen 2d 2d 04-Mar-15 05-Mar-15 0% 93d 0009 Screen Slot 1 Measurement 1d 1d 06-Mar-15 06-Mar-15 0% 205d 0010 Install shafts 21-24 4d 4d 09-Mar-15 12-Mar-15 0% 205d 0011 Pressure Wash Slot 2 1d 1d 13-Mar-15 13-Mar-15 0% 205d 0012 Pressure Wash Slot 3 1d 1d 16-Mar-15 16-Mar-15 0% 205d

Unit C Box #2 Unit C Box #2 Removal 10d 10d 06-Mar-15 19-Mar-15 100d 0013 Lower Lifting Beam & Attach 2d 2d 06-Mar-15 09-Mar-15 0% 93d 0014 Raise Screen to Deck & Support 1d 1d 10-Mar-15 10-Mar-15 0% 93d 0015 Fuel Removal 1d 1d 11-Mar-15 11-Mar-15 0% 93d 0016 Fuel Screen Inspect & Measure 1d 1d 12-Mar-15 12-Mar-15 0% 93d 0017 Separate Widget from Screen 1d 1d 13-Mar-15 13-Mar-15 0% 93d 0018 Haul Screen to Laydown 1d 1d 16-Mar-15 16-Mar-15 0% 103d 0019 Remove Box 4 Screen 2d 2d 16-Mar-15 17-Mar-15 0% 93d 0020 Remove Box 5 Screen 2d 2d 18-Mar-15 19-Mar-15 0% 93d

Unit C Box #3 Unit C Box #3 Removal 0d 0d 0d Unit C Fuel ScUnit C Fuel Screen Field Modifications 14d 14d 26-Feb-15 17-Mar-15 103d

0039 Position Screen 1 on Slab 1d 1d 26-Feb-15 26-Feb-15 0% 116d 0040 Position Screen 2 on Slab 1d 1d 17-Mar-15 17-Mar-15 0% 103d

Unit C Wagner Unit C Wagner Horn Plugs Installation 0d 0d 0d Unit C Fish ScUnit C Fish Screens Installatin 0d 0d 0d Unit C Fish ScUnit C Fish Screen Slot Closure 0d 0d 0d

Unit DUnit D 0d 0d 0d Unit D Pre-RehUnit D Pre-Rehab Inspections 0d 0d 0d Unit D Screen Unit D Screen #1 Removal 0d 0d 0d

A S O N D J F M A M J J A S O N D J F 2015 2016

11-Apr-15, Total

11-Apr-15, 3 Week Look Ah

02-Mar-15, Preparatory & Admi Dive Operations

25-Mar-15, Preconstruction 25-Mar-15, Design & Submitt Tests,Insp, and Verifications

19-Mar-15, Field Work

19-Mar-15, Unit C

16-Mar-15, Unit C Box #1 Rem Remove Box 1 Screen Remove Box 2 Screen Remove Box 3 Screen Screen Slot 1 Measurement Install shafts 21-24 Pressure Wash Slot 2 Pressure Wash Slot 3 19-Mar-15, Unit C Box #2 Rem

Lower Lifting Beam & Attach Raise Screen to Deck & Suppo Fuel Removal Fuel Screen Inspect & Measur Separate Widget from Screen Haul Screen to Laydown Remove Box 4 Screen Remove Box 5 Screen

17-Mar-15, Unit C Fuel Scree Position Screen 1 on Slab

Position Screen 2 on Slab

3 Week Look Ahead Three Week Look Ahead 02-Mar-15 10:02

Actual Work Remaining Work

Critical Remaining Work Milestone

Summary Page 1 of 3 TASK filter: 3 Week Look Ahead.

© Oracle Corporation

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SECURITY

1.3.1 Contractor Vehicle Access

1.3.2 Identification of Employees

1.3.2.1 Non-US Citizens

1.4 FACILITY OCCUPANCY CLOSURE

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

1.5.2 Government's Work Schedule

1.6 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Request for Access to Field Projects

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

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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 Occupational Health Requirements

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Foreign Visit Request (FVR) Form ; G, SLE

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. The Contractor shall complete the Request for Access to Field Projects (attached to the end of this SECTION) for each employee. Submit the completed forms to the Contracting Officer (KO) at least ten (10) calendar days prior to the employee arrival to work on the Project site. Upon issuance of temporary badges, the Contractor 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.

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

1.3.2.1 Non-US Citizens

a. Non-US citizen access to McNary Project site, requires submittal and approval of a Foreign Visit Request (FVR) form , available from the KO. FVR forms will be reviewed by the USACE Walla Walla District Security Office, and must be submitted according to the following requirements:

1. Chinese Nationals, a minimum of 95 calendar days prior to anticipated access date.

2. All other nationalities, a minimum of 35 calendar days prior to anticipated access date.

3. Include a copy of the employee's passport with the FVR form submittal.

4. Submit each FVR Form separately. Do NOT submit multiple forms in the same submittal.

b. Individuals with a Permanent Resident Card do NOT need to submit a FVR Form. Submit a current copy of the Permanent Resident Card.

c. Individuals in the United States on a work VISA must submit a FVR Form along with a current copy of the work VISA.

d. Access in less than the required number of days requires an approved waiver and is not guaranteed. Contact the KO for additional information.

1.4 FACILITY OCCUPANCY CLOSURE

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

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

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

1.5.2 Government's Work Schedule

a. The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceding Thursday.

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

1.6 USE OF WALLA WALLA DISTRICT PARKS

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

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

PART 2 PRODUCTS (Not Used)

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SECTION TABLE OF CONTENTS

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 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS

1.7 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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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

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. E-Verify Program.

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

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

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

All contractor personnel shall complete initial training within 30 calendar days of contract Notice of Award, 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.

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. Government escorts are dependent upon availability of personnel. The Government is not responsible for impacts to Contractor work due to unavailability of Government escorts.

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

1.6 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.

1.7 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 of Award. Submit pre-screening results to the KO via email as a password protected pdf file.

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

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 28

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.2.1 Submittal Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Activities

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

SECTION 01 32 01.00 28

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Electronic Scheduling Data

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Scheduling and Leveling Report

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Grouping and Sorting

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Changes That Do Not Cause Delay

3.8.3 Time Impact Analysis (Prospective Analysis)

3.8.4 Forensic Schedule Analysis (Retrospective Analysis)

3.8.5 Fragmentary Network (Fragnet)

3.8.6 Time Extension

3.8.7 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RESIDENT MANAGEMENT SYSTEM

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01.00 28

PROJECT SCHEDULE

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 within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

AACE 84R-13 (2015) Planning and Accounting for Adverse Weather

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 67-17 (2017) Schedule Delay Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

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 Scheduler Qualifications ; G, C

Preliminary Project Schedule ; G, C

Initial Project Schedule ; G, C

Periodic Schedule Update ; G, C

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The Designated Project Scheduler must have prepared and maintained at least three previous fabrication schedules for projects of similar size and complexity to this contract, using Primavera P6.

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government uses Primavera P6. Ensure exported schedule files are compatible with the version of P6 used by the Government.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of fabrication is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors, and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract progress. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN. Progress shall not be forecasted. Submit progress to the Contracting Officer (KO) for review and vetting.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Activities with a negative cost loading is not allowed. Provide additional documentation to demonstrate reasonableness if requested by the

KO.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial, or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the KO directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the KO may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The KO will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Non-procurement activities Original Durations (OD) are not to exceed 10 workdays or 15 calendar days.

3.3.2.1 Submittal Activity Durations

Activity durations for Government review of Submittals, and return to Contractor, shall comply with SECTION 01 33 00 SUBMITTAL PROCEDURES, paragraph SCHEDULING.

3.3.3 Procurement Activities

Include in the schedule activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Activities

Include the following activities in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features requiring design completion.

c. Material Procurements.

d. Long procurement activities.

e. All Definable Features of Work.

f. Completion dates, constraints, and limited work windows.

g. Submission and approval of as-built drawings.

h. Contractor's pre-final inspection.

i. Correction of punch list from Contractor's pre-final inspection.

j. Government's pre-final inspection.

k. Correction of punch list from Government's pre-final inspection.

l. Final inspection.

3.3.5 Government Activities

Show in schedule, Government and other agency activities that could impact progress. These activities include, but are not limited to approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice of Award (NOA) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

Field Activity Code Length Description

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all fabrication or direct work activities, if directed by the KO. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice of Award (NOA) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by KO. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code. Base contract activities shall not have MODF codes assigned.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Number (CLIN) to which the activity belongs, even when an activity is not cost loaded. Bid Item Code shall have a CLIN number, and a CLIN Title.

An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and fabrication phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and fabrication phases proposed to allow filtering and organizing the schedule by fast track design and fabrication packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to fabrication submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.01 28 CONTRACTOR QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used…