W912EF-17-B-0001_TechSpec.pdf

McNary Nav-Lock D/S Gate 2017 Interim Repairs W912EF-17-B-0001

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 12 16.00 26 WORK SEQUENCE

01 14 00.10 28 PROJECT SITE RESTRICTIONS

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

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 28 QUALITY CONTROL SYSTEM (QCS)

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

DIVISION 02 - EXISTING CONDITIONS

02 21 00.01 28 MITER GATE INTERIM REPAIR SURVEY'S

02 83 33.12 28 LEAD BASED PAINT (LBP) REMOVAL AND DISPOSAL

DIVISION 05 - METALS

05 50 03.00 28 GUDGEON LINKAGE

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PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

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

CONTRACTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

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

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

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

Federal Veteran employment information at 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 http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 DEFINITIONS

1.5 PROJECT SCHEDULE

1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.7 COMMUNICATIONS

1.8 EQUIPMENT LIST

1.9 TESTING OF EQUIPMENT

1.10 DISPOSITION OF REMOVED EQUIPMENT

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.12 PRE-WORK AND POST WORK SURVEYS

1.13 FIRE CONTROL

1.14 KEY PERSONNEL SUBSTITUTION

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work/Pre-Construction

1.15.2 Pre-Construction

1.15.2.1 Minutes

1.16 DAILY PRODUCTION MEETINGS

1.16.1 Minutes

1.17 ADDITIONAL MEETINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Daily Meeting Agenda Template

-- End of Section Table of Contents --

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

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

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Project Schedule; G C

Equipment List; I C

Pre-Work Survey Photos And Report; I C

SD-07 Certificates

Key Personnel Substitution; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

The Contractor shall field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction. Any deviations shall be updated as per Section 01 78 00.00 28, CLOSEOUT SUBMITTALS, paragraph MAINTAIN WORKING AS-BUILT

CONTRACT DRAWINGS AND FIO DRAWINGS.

1.4 DEFINITIONS

a. Qualified Person.

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

1.5 PROJECT SCHEDULE

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

b. Provide two (2) sets of data CD's containing the Project Schedule in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.). Label each CD indicating the full contract number, data date and file name. Each schedule shall have a unique file name as determined by the Contractor. In addition to CD submittals, e-mail a copy of the current schedule to the Contracting Officer's Representative.

1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL

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

1.7 COMMUNICATIONS

The Contractor shall provide a radio communications system between the Navigation Lock upper deck and the miter gate work area. Radio shall be capable of transmitting and receiving on all frequencies that the Contractor will be using during the contract period. Radio shall also operate on 156,700 mHz in order to call the Lock Operator. The Government representative shall be provided use of the communication system at any time upon request.

Additionally, provide the Government COR one handheld radio and charger per shift for the duration of the project. Radios and chargers will be returned to the Contractor at completion of work.

1.8 EQUIPMENT LIST

The Contractor shall furnish a complete list of all equipment to be used on the project 30 days prior to commencement of on-site work. The Contractor shall 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.

1.9 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.

1.10 DISPOSITION OF REMOVED EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a legal manner. Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall take precautions to prevent damage to existing facilities while performing work under this contract. Upon completion of the work, all the 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 time of contract award. Costs for maintenance, repair and restoration of any facilities shall be considered as incidental to and included in the contract price.

1.12 PRE-WORK AND POST WORK SURVEYS

The Contractor shall conduct a pre-work survey and a post-work survey, with the Contracting Officer Representative, of the Government facilities at the proposed work areas. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer (KO).

1.13 FIRE CONTROL

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

1.14 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent/SSHO, 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 the specifications for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work/Pre-Construction

A combined Pre-Work/Pre-Construction meeting will be held within 15 days after receipt of Notice to Proceed, the Contractor shall attend the Pre-Work/ Pre-Construction Meeting at the project site. Senior level members of the Contractor's staff and the Contractor's Project Superintendent and QC system manager shall attend this meeting. The Government will lead the first portion of the meeting and take the meeting minutes. The Government will discuss the overall contract requirements.

1.15.2 Pre-Construction

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

1.15.2.1 Minutes

The Project Superintendent shall be 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.

1.16 DAILY PRODUCTION MEETINGS

During all onsite construction work the Project Superintendent shall lead a daily production meeting using the attached "Daily Meeting Agenda Template" to brief the Government on the status of the project. All elements listed in the agenda shall be thoroughly discussed. For example, the Project Superintendent shall provide the Government a three (3) day "look-ahead" that describes all the planned construction activities, onsite and offsite, over the next three (3) days. These activities shall align to the overall construction schedule submitted in accordance with Clause 52.236-15 Schedules for Construction Contracts, and if the three

(3) day "look-ahead" differs from the construction schedule, the construction schedule shall be updated to include these changes by the next scheduled update. Key members of the Contractor's staff shall attend this meeting, including the Quality Control System Manager, who is responsible for discussing QC aspects of the work as outlined under SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL and SSHO. The Government reserves the right to require any person from the Contractor's staff, such as the Project Manager, Engineer, scheduler, etc., or key subcontractor personnel to attend this meeting, if Government feels their participation is required.

1.16.1 Minutes

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

1.17 ADDITIONAL MEETINGS

The Contractor shall record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government.

Minutes shall be sent electronically within 24 hours of the meeting to the KO for concurrence. E-mail subject line shall include project name and meeting topic.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

Daily Meeting agenda template

Schedule - Work scheduled over the next week Three day 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

01 12 16.00 26

WORK SEQUENCE

PART 1 GENERAL

1.1 1.1 SEQUENCE OF WORK

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 12 16.00 26

01 12 16.00 26

WORK SEQUENCE

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.

The construction sequence is critical to the successful completion of priority repairs on the McNary Navigation Lock Downstream Miter Gate.

Construction will take place during a regionally scheduled Columbia/Snake River Extended Navigation Outage. Proper sequencing of the work is required to prevent delay of the navigation lock return to service. The coordination of safe clearance procedures will be required when changes of miter gate leaf position are necessary to complete work under this contract.

1.1 1.1 SEQUENCE OF WORK

The sequence of work represents the major elements of work and is not to be construed as all-inclusive. All ancillary work required for the complete scope of work as defined by the contract documents shall be the responsibility of the Contractor and shall be incorporated into the Contractor's bid price and project schedule. The Contractor may propose changes to the sequence of work, for Government approval, if the changes improve construction schedules, reduce safety risk, or result in improved quality and workmanship.

a. Miter Gate Inspections.

b. Surveying.

c. Bracing, Jacking, and Shoring of Miter Gate Leaves for Gudgeon Repairs.

d. Line Boring and Pin Replacement for Gudgeon Repairs.

e. Gudgeon Repairs Post-Work Surveying.

f. Bottom Seal Replacement.

g. Timber Bumper and Fender Removal and Replacement.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 12 16.00 26

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.3 PROJECT SECURITY

1.3.1 Vehicle Access

1.3.2 Identification of Employees

1.3.3 Delivery of Equipment

1.4 FACILITY OCCUPANCY CLOSURE

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

1.5.2 Government's Work Schedule

1.6 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

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

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

This project will be performed during an extended navigation lock outage As such, the following information is provided:

1. The Contractor may install temporary anchors in the navigation lock concrete to facilitate access systems, material handling systems, or other purposes related to the work, as approved. All temporary anchors shall be removed and the area repaired with non-shrink grout as specified in SECTION 05 50 03.00 28 GUDGEON LINKAGE.

2. The Contractor is prohibited from locating materials, equipment, etc. on the Navigation Lock road deck, access roads, access hatches and as indicated wihout prior approval from the Contracting Officer

(KO).

3. The Contractor shall prevent all debris from falling into the Navigation lock laterals. The Contractor shall temporarily plug all weep holes TO PREVENT liquids or solids from entering the holes. Upon completion of the project, the Contractor shall remove the tempory plugs and return the weep holes to thier original pre-work condition.

4. The Contractor shall keep one lane open for vehicle access on the Navigation Lock Road Deck at all times. If a road blockage is necessary, it shall be coordinated and approved by the Government 48 hours in advance of the blockage. Immediate access shall be given in the event of an emergency.

5. Equipment in use on the Navigation Lock road decks and inside the Navigation Lock shall be placed inside portable containment capable of containing 110% of the equipment's fluid Capacity.

6. A Governmment provided Navigation Lock operator will be available for the duration of the onsite work. Operator support during the hours of 0600 and 1800 requires 2 hour advanced notice from the Contractor. Operator support required during the hours of 1800 to

0600 requires 72 hour advanced notice from the Contractor.

7. Use of Government cranes (Government or Contrator operated) will not be available for this project. Government crane riggers will also not be available to support Contractor operations.

8. Personnel access from the upper Navigation Lock roadway decks to the lower Navigation Lock tailrace deck is provided by permanent stairs on the north and south sides of the Navigation Lock. Access from the Navigation Lock tailrace deck down into the Navigation Lock floor is provided by temporary stairs installed at the tailrace bulkheads located at the downstream end of the Navigation Lock.

9. Government support will not be available to remove the access hatches (one on each miter gate leaf) that closes off the pintle area from the upstream side. The access hatches are a steel plate bolted to the face of the skin plate. The contractor shall remove and reinstall the access hatches to permit government inspection of the pintle areas. The Government will remove grease from behind the coverplate on the north leaf.

10. The miter gate will be turned over in its "as-is" condition. The Government will not REMOVE debris such as dirt, mud, moss, seaweed sponges, etc. prior to allowing the Contractor to BEGIN work in the Navigation Lock.

11. There is no direct access to the south shore navigation lock wall. Equipment and cranes if required on the south shore navigation lock wall will need to be lowered from the roadway/bridge deck. The contractor is responsible for providing means to access the south shore navigation lock wall.

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 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

The Government (Project personnel) will provide the Contractor's personnel with identification badges as they arrive on site. The Contractor shall complete the Security Badge Form(attached to the end of this SECTION), submit the completed form to the KO at least 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 KO, employees will be photographed by the Government. Employees who fail to submit to photographing will not be allowed on the project site.

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

1.3.3 Delivery of Equipment

Contractor is responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist contractor in these activities. To the maximum extent possible, deliveries shall arrive on the same side of the river as the Contractor's work area. Delivery vehicles will be allowed to cross the river over the dam only with COR approval. Delivery vehicles arriving on the opposite side of the river as the work area shall be unloaded outside the locked gate, equipment shall be loaded onto Contractor's vehicles, and Contractor's vehicles will then be allowed to cross the dam to the work area.

1.4 FACILITY OCCUPANCY CLOSURE

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

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. The Contractor shall 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

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 preceeding 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.

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 the McNary Lock and Dam for RV parking.

PART 2 PRODUCTS (Not Used)

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.2.1 Biographical Information Submittal

1.3 AT LEVEL 1 TRAINING

1.4 SITE SECURITY POLICY AND PROCEDURES

1.5 NCIC-III and Terrorist Screening

1.6 SUSPICIOUS ACTIVITY REPORTING TRAINING

1.7 FOR 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)

-- End of Section Table of Contents --

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

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

This contract requires access to secured and restricted areas, sensitive information, or equipment. Secured area is considered any location on-site work is performed by Contractor and/or sub-contractor (employees). 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.

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, SLE iWATCH, CORPS Watch, or See Something, Say Something; I, SLE

Level 1 OPSEC training; I, SLE

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

1.2.1 Biographical Information Submittal

The following submittal shall only be submitted to the address below.

Submit one hard copy.

SD-01 Preconstruction Submittals

Biographical Information; See paragraph "ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES" for details

District Commander

ATTN: CENWW-EC-C

Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876

1.3 AT LEVEL 1 TRAINING

Access to USACE work sites requires the completion of the Anti Terrorism (AT) Level 1 Awareness training within thirty (30) days after Notice to Proceed and annually thereafter until project completion. Submit certificates of completion for each employee to the Contracting Officer within five (5) calendar days after initial completion of training or annual refresher. Retain employee training certificates for the duration of the contract and maintain a current roster of those who have completed the training and the most recent date that the training was completed.

Submit an updated roster to the Contracting Officer no later than five (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 shown below:

a. AT Level I Awareness training:

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

1.4 SITE SECURITY POLICY AND PROCEDURES

Comply with applicable project security policies and procedures (provided by the Contracting Officer representative). Provide all information required for background checks on all Contractor employees to the Security Office. Comply with all personal identity verification requirements ( FAR 52.204-9 , Personal Identity Verification of Contractor Personnel:

referenced below) as directed by local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in Contractor security or processes.

a. Electronic Code of Federal Regulations Website:

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28

1.5 NCIC-III and Terrorist Screening

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 ) referenced below:

a. NCIC-III Website: https://www.fbi.gov/about-us/cjis/ncic

1.6 SUSPICIOUS ACTIVITY REPORTING TRAINING

All employees, including the contractor shall take one of the following trainings on the suspicious activity reporting program, this training is available on the web; iWATCH, CORPS Watch, or See Something, Say Something, the links to the training sites are shown below. This training is to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the security representative.

This training shall be completed within 30 calendar days of Notice to Proceed and within 30 calendar days of new employees commencing performance with the results reported to the Contracting Officer NLT 5 calendar days after the completion of the training.

a. iWATCH \ Website:

http:://www.myarmyonesource.com/familyprogramsandservices/iwatchprogram/default.aspx

b. CORPS WATCH Website:

http://www.spa.usace.army.mil/Missions/CivilWorks/Recreation/CorpsWatch.aspx

c. SEE SOMETHING, SAY SOMETHING Website: https://www.dhs.gov/see-something-say-something

1.7 FOR CONTRACTS THAT REQUIRE OPSEC TRAINING

Complete Level I OPSEC Training thirty (30) calendar days prior to arriving on site to start work. Additionally, all employees shall complete annual OPSEC Awareness training. Submit Level 1 OPSEC training certificates of completion for each employee to the Contracting Officer within five (5) calendar days of completion. OPSEC Awareness training is available below or by the Security Officer in presentation form which will be documented via memorandum.

a. National OPSEC Program Website: https://www.iad.gov/ioss/

b. Center for Development of Security Excellence Website http://www.cdse.edu/catalog/operations-security.html

1.8 EMPLOYEE ESCORT

All employees without appropriate security clearance or access privileges will be escorted in areas where they may be exposed to classified or sensitive materials, and restricted areas.

1.9 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

Pre-screen employees using the E-verify Program referenced below to meet the established eligibility requirements. Ensure that each employee has two valid forms of Government issued identification prior to enrollment.

An initial list of verified/eligible Candidates must be provided to the COR no later than 30 business days after after receipt of receipt of Notice to Proceed. Contracts with individuals use 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.

a. US Citizenship and Immigration Services Website: http://www.uscis.gov/e-verify

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 ITEM 0001 GUDGEON REPAIRS

1.3 ITEM 0002 TIMBER BUMPERS AND FENDERS REMOVAL AND REPLACEMENT

1.4 ITEM 0003 MITER GATE BOTTOM SEAL REPLACEMENT

1.5 ITEM 0004 SURVEYING

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

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

1.1 RETAINAGE OF PAYMENT

Retainage in the amount of 10% of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.

a. Final Approved Versions of Contractor Prepared Drawings.

b. As-built contract drawings and FIO drawings.

c. Return of Government Issued Items.

1.2 ITEM 0001 GUDGEON REPAIRS

Gudgeon repairs will be measured for payment as a complete pay item (JOB).

Payment will be made at the lump sum price for Item No. 0001, "Gudgeon Repairs," which price and payment shall be full compensation for all work required to repair the gudgeon, complete, as specified and approved.

1.3 ITEM 0002 TIMBER BUMPERS AND FENDERS REMOVAL AND REPLACEMENT

Timber bumpers and fenders removal and replacement will be measured for payment as a complete pay item (JOB). Payment will be made at the contract lump sum price for Item No. 0002, "Timber Bumpers and Fenders Removal and Replacement," which price and payment shall be full compensation for all work required to remove, dispose of and replace with new, the timber bumpers and timber fenders, complete, as specified and approved.

1.4 ITEM 0003 MITER GATE BOTTOM SEAL REPLACEMENT

Miter gate bottom seal replacement will be measured for payment as a complete pay item (JOB). Payment will be made at the contract lump sum price for Item No. 0003, "MITER GATE BOTTOM SEAL REPLACEMENT," which price and payment shall be full compensation for all work required to replace miter gate bottom seal, complete, as specified and approved. Features included with this item will include, but not be limited to:

a. All work to provide miter gate inspection.

1.5 ITEM 0004 SURVEYING

Surveying will be measured for payment as a complete pay item (JOB).

Payment will be made at the contract lump sum price for Item No. 0004, "SURVEYING," which price and payment shall be full compensation for all work required to perform surveying, complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.2.1 Action Elements for Submittal Review

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved

1.3.2 Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Identifying Submittals

1.4.3 Format for SD-02 Shop Drawings

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

Instructions

1.4.5 Format of SD-04 Samples

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

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

Reports

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

Submittals

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Copies of SD-02 Shop Drawings

1.5.1.1 Electronic Copies of Submittals

1.5.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.5.3 Number of Samples SD-04 Samples

1.5.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.5.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

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

1.5.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.6 INFORMATION ONLY SUBMITTALS

1.7 VARIATIONS/SUBSTITUTION REQUESTS

1.7.1 Considering Variations

1.7.2 Proposing Variations

1.7.3 Warranting That Variations Are Compatible

1.7.4 Review Schedule Is Modified

1.8 SUBMITTAL REGISTER

1.8.1 Use Of Submittal Register

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Contractor Action Code and Action Code

SECTION 01 33 00

1.8.5 Copies Delivered to the Government

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED OR REJECTED SUBMITTALS

1.12 APPROVED/ACCEPTED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

1.15 STAMPS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

ENG Form 4025

Border Drawing No. WWD-40-33-01 submittal register

-- End of Section Table of Contents --

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

1.1 DEFINITIONS

1.1.1 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 prior to commencing work on site.

Submittals required prior to the start of the next major phase of the construction 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.

Construction Progress Schedule

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-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 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-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

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

1.1.2 Approving Authority

Office or designated person to review submittal.

1.1.2.1 Action Elements for Submittal Review

C Engineering & Construction Division, Construction Branch EA Engineering & Construction Division, Structural Design

"Architectural" ECC Project, Environmental Compliance 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 GE Engineering & Construction Division, General Engineering PMP Project Management Division, Planning PEC Project Management Division, Environmental Compliance PSS Project Safety Specialist SO Safety Office SLE Security Law Enforcement Officer

1.1.3 Work

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

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with This Section:

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. 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

Submittals not requiring Government approval will be for information only. Normally submittals for information only will not be returned.

Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.4 PREPARATION

1.4.1 Transmittal Form

The attached sample transmittal form (ENG Form 4025) is in QCS and shall be completed in QCS. Use ENG Form 4025 for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.4.2 Identifying Submittals

When submittals are provided by either the Prime Contractor or subcontractor, the Prime Contractor is responsible to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title, location, and date.

b. Contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add a number suffix on submittal description, for example, submittal 18 would become 18.1, to indicate the resubmission.

h. Product identification and location in project.

The sequence of submission of drawings shall be such that all information is available for checking each drawing when it is received. Contract number and project shall be shown directly above the revision space on all drawings submitted. Drawing details and notes shall be of such quality and clarity and of sufficient definition and line weight as to permit sharp and totally legible scanning. All items shall be adequately identified to show where they will be used, and shall be referenced to applicable contract drawings and specification section.

All shop drawings submitted on a single transmittal (ENG form 4025) shall pertain to only one (1) specification section. Computed weights of all items shall be indicated on the shop drawings. Where drawings are submitted for either (a) assemblies consisting of more than one (1) piece of equipment, or (b) systems consisting of numerous components dependent one on the other for matching or compatible characteristics, complete information shall be submitted on all such related components at the same time.

1.4.3 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall conform dimensionally to the Border Drawing No. WWD-40-33-01 attached to the end of this SECTION. A copy of the border drawing in MicroStation format will be provided for use in preparing the electronic drawings. The file name of the border drawing is WWShopDrawingG-BSOBLK.DGN. All paper copies of shop drawings submitted to the Government shall be reduced in size to 11 by 17 inch.

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

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains. Mark out all product data not pertaining to the product being submitted.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide product data in English dimensions. Where product data are included in preprinted catalogs with Metric units only, submit English dimensions on separate sheet.

e. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

f. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.