TechSpec.pdf

Ice Harbor Trolley and Fish Release Pipes W912EF-16-B-0016

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

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

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.10 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 10.00 28 DIVING

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 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 05 - METALS

05 50 01.00 28 METALWORK FABRICATION

-- End of Project Table of Contents --

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 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.6 GOVERNMENT ISSUED ITEMS

1.7 EQUIPMENT LIST

1.8 TESTING OF EQUIPMENT

1.9 DISPOSITION OF REMOVED EQUIPMENT

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.11 PRE-WORK AND POST WORK SURVEYS

1.12 FIRE CONTROL

1.13 PROJECT SUPERINTENDENT

1.14 KEY PERSONNEL SUBSTITUTION

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work Meeting

1.15.2 Pre-Construction Meeting

1.15.2.1 Minutes

1.15.2.2 Demobilizing And Remobilizing

1.16 WEEKLY PRODUCTION MEETINGS

1.16.1 Minutes

1.17 ADDITIONAL MEETINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly 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

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

Pre-Work Survey Photos And Report; I C

Project Superintendent; I C

SD-07 Certificates

Key Personnel Substitution; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

Government Issued Items; G C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

Any 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.

b. F.O.B.

An abbreviation for free on board, which means that a vendor or consignor will deliver goods on a railroad car, truck, vessel, or other conveyance without any expense to the purchaser or consignee.

1.5 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. Furnish waste containers. All waste containers provided by the Contractor shall be emptied daily.

1.6 GOVERNMENT ISSUED ITEMS

Return to the Government all items issued to the Contractor from the Government, including but not limited to the following: keys, ID and security badges, radios, pagers, and excess/unused Government Furnished Property/Equipment. Submit documentation signed by the Contractor and Contracting Officer (KO) indicating items have been returned or fully accounted for. Format of submittal will be discussed and agreed upon at the Pre-Work Meeting.

1.7 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 days prior to commencement of on-site work. Submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.8 TESTING OF EQUIPMENT

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

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

1.9 DISPOSITION OF REMOVED EQUIPMENT

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

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.11 PRE-WORK AND POST WORK SURVEYS

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

1.12 FIRE CONTROL

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

1.13 PROJECT SUPERINTENDENT

At all times during performance of this contract and until the work is completed and accepted, assign and have on the worksite, a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction. The Project Superintendent may also be the Installation Supervisor as long as the Project Superintendent also meets the qualifications for the Installation Supervisor.

1.14 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the 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.

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work Meeting

Within 30 calendar days after receipt of Notice to Proceed, attend a Pre-Work Meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Government will lead this meeting and take the meeting minutes.

1.15.2 Pre-Construction Meeting

The Project Superintendent shall coordinate with the KO and establish the date of the Pre-Construction Meeting. The meeting will be held at the Project site at least one (1) week prior to mobilizing to the job site.

The Project Superintendent shall lead the Pre-Construction Meeting discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.15.2.1 Minutes

The Project Superintendent shall be responsible for taking the meeting minutes and shall send them electronically within 48 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.15.2.2 Demobilizing And Remobilizing

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

1.16 WEEKLY PRODUCTION MEETINGS

During all onsite construction work the Project Superintendent shall lead a weekly production meeting using the attached "Weekly 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) week "look-ahead" that describes all the planned construction activities, onsite and offsite, over the next three (3) weeks. These activities shall align to the overall construction schedule submitted under SECTION 01 32 01.00 28 PROJECT SCHEDULE, and if the three (3) week "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 Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.17 ADDITIONAL MEETINGS

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

Weekly Meeting agenda template

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

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

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

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

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

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

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

The date and time the Clearance shall be required.

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

Coordination issues

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

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT SECURITY

1.2.1 Vehicle Access

1.2.2 Identification of Employees

1.2.3 Delivery of Equipment

1.3 BOAT RESTRICTED ZONE POLICY (BRZ)

1.4 FACILITY OCCUPANCY CLOSURE

1.5 CONSTRUCTION OUTAGES

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

1.6.2 Government's Work Schedule

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

Boat Restricted Zone (BRZ) Policy

-- 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

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

1.2 PROJECT SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers.

1.2.1 Vehicle Access

Project access roads on both sides of the dam are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.2.2 Identification of Employees

"Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. All employees that will need access to the secured area, Ice Harbor Dam, shall have ID badges.

Complete the Security Badge Form (attached to the end of this SECTION), submit the completed form to the Contracting Officer (KO) 48 hours prior to the employee arriving to work on the project site.Responsible for furnishing initial identification (driver's license) for each employee, requiring ID badges, and upon issuance of official badges, requiring each employee that enters the secured areas to have the Government furnished ID badge on them and displayed above their waist. 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.

1.2.3 Delivery of Equipment

Responsible for delivery and receipt of all materials and equipment.

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

1.3 BOAT RESTRICTED ZONE POLICY (BRZ)

The Boat Restricted Zone (BRZ) Policy is attached at the end of this SECTION. BRZ location is detailed in the GENERAL Section of the Drawings. Check with the KO for BRZ policy updates prior to the Pre-Construction Meeting.

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 CONSTRUCTION OUTAGES

a. Powerhouse Unit Outage requires a 3 unit outage for Diver work in tailrace

1. Unit outage for diving is scheduled for February. Contractor shall coordinate the unit outage dates with the KO a minimum of 30 days prior to the outage. Ice Harbor SOP requires 3 units for dive work; unit of the dive and the two adjacent units.

b. Potential Transmission Line Outage - Due to Crane Work

1. Transmission line outage may not be required, depending on line clearance. EM-385 requires 15' clearance from the lines.

Outside the 15' clearance, only a switching (reclosure) hold is needed. The Project will need a 1 week minimum advance notice to coordinate with other entities.

c. South Fishway Outage - Due to currents created and Diver Work

1. South shore fish ladder will be OOS for previously scheduled annual maintenance for the month of February. Only South Shore Fish Pumps needs to be cleared out (HECP) for dive work.

d. Partial Spillway Outage - Due to currents created and Diver Work

1. Partial spillway outage only required for dive work within 200' of the spillways.

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

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

1.6.2 Government's Work Schedule

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.

PART 2 PRODUCTS (Not Used)

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

CENWW-OD-WI

SOP-OPS-004

March 7, 2012

ICE HARBOR DAM

BOAT RESTRICTED ZONE POLICY (BRZ)

1. PURPOSE. This Standard Operating Procedure (SOP) outlines the appropriate policies, procedures, and responsibilities to ensure personnel working in restricted zones are fully apprised of the hazards associated with the structures, current operating conditions, and required safety equipment.

2. APPLICABILITY. The Boat Restricted Zone (BRZ) policy is applicable to personnel or equipment entering the BRZ at Ice Harbor Lock and Dam.

3. INFORMATION. The following is provided as general information deemed important when operating in a BRZ.

a. The waters immediately around the structures and channels at the project present fixed and dynamic hazards to personnel & equipment performing work in close proximity to these areas.

b. Cables and wires may span the channels both up stream and down stream of the powerhouses and spillway structures. The cables and wires may be both above and below the water level. Changing pool elevations cause a varying clearance between the water and cables or wires. The wires and cables are difficult to see in daylight and impossible to see during the hours of darkness.

c. The structures have open, unprotected water inlets and outlets which are capable of ingesting, capsizing or swamping smaller vessels. These facilities have both remote and automatic operating capabilities.

d. Water velocities at the surface and below, are constantly altered due to normal operation of the turbines and spillway gates. (These alterations may be done automatically or remotely).

e. Protective relay actions can cause sudden water elevation variations resulting sudden increase or decrease in water velocities. These sudden elevation changes are sufficient in magnitude and duration to capsize a vessel, or pitch them into structures or wires when in close proximity. Personnel on board vessels are at great risk of being cast overboard during sudden elevation changes due to load rejection events.

f. Surface and submerged debris are an ever-present danger and are capable of fouling or breaking vessel propulsion or steering mechanisms.

g. Boat entrance into the Forebay BRZ at night will not be allowed without meeting the requirements in this document and equipment being tagged out according the 385-1-20 (Powerhouse Safer Clearance Procedure).

h. Boat entrance into the Tailrace BRZ at night will not be allowed.

4. REQUIREMENTS.

a. Personnel and Vessel Safety Equipment.

(1) All BRZ entrances will be at the discretion of the Operator in Charge.

(2) All personnel must wear USCG approved personal flotation devices while in the BRZ.

(3) All vessels entering the BRZ will meet but not limited to Coast guard safety standards for day and night operations. Included are fire extinguishing capabilities, running and anchor lights, an audible warning device capable of being heard anywhere within the BRZ. Each vessel entering the BRZ will have either a current Coast Guard Certification or State inspection sticker on the boat demonstrating the equipment meets current safety standards.

(4) Depending on location one boat with two motors or two boats (one being used as a rescue boat) will be required.

(5) A marine band radio capable of communication with the project control room on channel 14 must be available to the boat operator(s). Failure to maintain communication with the control room during the period the boat(s) are operating within the BRZ is cause for removal from the BRZ and future access denied.

(6) A rescue line shall be available in a throw bag or other approved device. The rescue line length shall be of sufficient length to reach personnel that have gone overboard. A minimum length of 50’ is recommended. Line which is constructed of a buoyant material is also recommended.

(7) A spotlight that can be easily operated by the boat operator must be available.

(8) No vessel may enter the BRZ without proper coordination with the Operations Manager, or his/her representative. The applicant must submit a written request for access to the Operations Project Manager two weeks in advance of the anticipated work date(s). The request must include a schedule and written work plan. The work plan must include a description of the work to be performed, the locations of the work and any known project operating requirements or restrictions necessary. Requests that require project support must be as far in advance as possible, but a minimum of 30 days prior to the anticipated need.

(9) The applicant must submit a written job and activity hazard analysis with the written request.

(10) A pre-work safety meeting will be held at the project prior to the anticipated work dates. The safety meeting must be attended by the Task/Work Leader or supervisor of the work crew.

(11) Immediately prior to entering the BRZ, entrants must contact the control room operator using marine band radio, channel 14, and request permission to enter the BRZ. The entrant’s must identify themselves and the BRZ to be entered. This will enable the control room operator the opportunity to relay any pertinent real time conditions about the BRZ prior to granting final approval. The BRZ entrants will contact the control room operator at the time they are leaving the BRZ.

(12) The project has 2 distinctive boat restricted zones (Forebay & Tailrace) which are split up again between the Spillway and Powerhouse. They all present varying degrees of risk.

Consequently, they have varying requirements.

b. BRZ Forebay Powerhouse. Operations in the Forebay BRZ in front of the powerhouse have the risk of vessels being pulled into structures, wires and cables. It is required to clear out the Main Unit Turbine and adjacent Main Unit Turbines during boating activity in the upstream BRZ that require approachment closer than 400 feet to the Dam structure.

(1) The work vessel second engine shall be of sufficient power that it can propel the boat and anticipated load upstream against current flows.

(2) If the nature of the work is outside of 400 feet from the Dam. BRZ entrants will have a second boat engine and standby safety boat for their activities while the Units are operating.

(3) The work vessel’s second engine shall be of sufficient power that it can propel the boat and anticipated load upstream against a current flows.

(4) Safety boats will be equipped with two engines, either of which is capable of propelling the boat and anticipated load upstream against a current flows.

(5) While acting as the safety boat, occupants of the boat will have no other duties other than observing the primary boat inside the BRZ.

(6) The safety boat will meet all the other requirements listed in the section titled “Requirements.”

c. BRZ Forebay Spillway. Operations in the Forebay BRZ at the Spillway have the additional risk of surface spill due to the Removable Spillway Weir (RSW). No BRZ entrances will be made in front of the Spillway until the RSW’s spillway weir has been tagged out in accordance with 385-1-20. If the nature of the work is outside of 400 feet to the Spillway structure and the RSW is Tagged out. BRZ entrants will have a second boat engine and standby safety boat for their activities while spilling.

(1) The work vessel second engine shall be of sufficient power that it can propel the boat and anticipated load upstream against a current flows.

(2) Safety boats will be equipped with two engines, either of which is capable of propelling the boat and anticipated load upstream against a current flows.

(3) While acting as the safety boat, occupants of the boat will have no other duties other than observing the primary boat inside the BRZ.

(4) The safety boat will meet all the other requirements listed in the section titled “Requirements.”

d. BRZ Forebay North of Unit 5 and South of Spillbay 2. When boat operations in the forebay require work North of Unit 5 and South of Spillwbay 2 a combination of Powerhouse and Spillway requirements shall be used.

(1) No entrance into this area will be allowed without the RSW Tagged out.

e. BRZ Tail Race of Powerhouse. BRZ entrants will have a second boat engine and standby safety boat for their activities.

(1) The work vessel second engine shall be of sufficient power that it can propel the boat and anticipated load against current flows.

(2) Safety boats will be equipped with two engines, either of which is capable of propelling the boat and anticipated load against current flows.

(3) While acting as the safety boat, occupants of the boat will have no other duties other than observing the primary boat inside the BRZ.

(4) The safety boat will meet all the other requirements listed in the section titled “Requirements.”

f. BRZ Tail Race of Spillway.

- Operations in the Tailrace BRZ on the down stream side of the Spillway have the additional risk of being capsized from Navigational Lock drainage. Because of this increased risk clear communication between the control room and boat operator is necessary. This shall also be addressed in the JHA. It is required to clear out the spillway during boating activity in the Tailrace BRZ that require approachment closer than 200 feet to the Spillway structure. BRZ entrants will have a second boat engine and standby safety boat for their activities.

(1) The work vessel second engine shall be of sufficient power that it can propel the boat and anticipated load against current flows.

(2) Safety boats will be equipped with two engines, either of which is capable of propelling the boat and anticipated load against current flows.

(3) While acting as the safety boat, occupants of the boat will have no other duties other than observing the primary boat inside the BRZ.

(4) The safety boat will meet all the other requirements listed in the section titled “Requirements.”

- If the nature of the work is outside of 200 feet from the Spillway structure BRZ entrants will not be required to clear out the spillway. However close communication is still necessary because of where the Navigational Lock drains. BRZ entrants will have a second boat engine and standby safety boat for their activities

(1) The work vessel second engine shall be of sufficient power that it can propel the boat and anticipated load against current flows.

(2) Safety boats will be equipped with two engines, either of which is capable of propelling the boat and anticipated load against current flows.

(3) While acting as the safety boat, occupants of the boat will have no other duties other than observing the primary boat inside the BRZ.

(4) The safety boat will meet all the other requirements listed in the section titled “Requirements.”

ROGER M. GOLLADAY

Ice Harbor Operations Manager

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 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.4 NCIC-III and Terrorist Screening

1.5 EMPLOYEE ESCORT

1.6 PRE-SCREEN EMPLOYEES 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 requires access to secured and restricted areas. Secured area is considered any location on-site work is performed by Contractor employees.

The restricted areas 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

Pre-Screen Employees 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 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by Security Office. Contractor workforce must comply with all personal identity verification requirements ( FAR 52.204-9 , Personal Identity Verification of Contractor Personnel:

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28 ) In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

1.4 NCIC-III and Terrorist Screening

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index ( NCIC-III ) and Terrorist Screening Database (TSDB) ( Army Directive 2014-05 / AR 190-13 :

ht t ps: / / l ogi n. us. ar my. mi l / l ogi n/ f cc/ cacl ogi n. f cc?TYPE=33554433&REALMOI D=06- 649cf 860- c8b5- 1004- 92e2- 8333a0560000&GUI D=&SMAUTHREASON=0&METHOD=GET&SMAGENTNAME=- SM- dJOn510aZOr 7gECZuNJe P%2b), applicable installation, facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.5 EMPLOYEE ESCORT

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

1.6 PRE-SCREEN EMPLOYEES USING E-VERIFY PROGRAM

The Contractor must pre-screen all of its employees, including all subcontractors that may access the restricted areas, and using the E-verify Program ( http://www.uscis.gov/e-verify ) website to meet the established employment eligibility requirements. The Contractor must ensure that the employees have two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible employees must be provided to the COR no later than 3 business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9 , Employment Eligibility Verification, with the designated Government representative.

This Form will be provided to the Contracting Officer and shall become part of the official contract file.

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 TROLLEY PIPE AND TROLLEYS

1.3 ITEM 0002 FISH RELEASE PIPES

1.4 ITEM 0003 FALL PROTECTION ANCHORS

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 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will not be held until such time as the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.

a. 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 TROLLEY PIPE AND TROLLEYS

Trolley pipes and trolleys will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0001, "Trolley Pipes And Trolleys," which price and payment shall be full compensation for all work required to furnish and install the Trolley pipes and trolleys, complete, as specified and approved.

1.3 ITEM 0002 FISH RELEASE PIPES

Fish release pipes will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0002, "Fish Release Pipes," which price and payment shall be full compensation for all work required to furnish and install the Fish release pipes, complete, as specified and approved.

1.4 ITEM 0003 FALL PROTECTION ANCHORS

Fall protection anchors will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0003, "Fall Protection Anchors," which price and payment shall be full compensation for all work required for furnishing and construction of the fall protection anchors, complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.10 28

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT

3.3 PROJECT SCHEDULE

3.3.1 Use of the Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Durations

3.3.2.2 Government Activities

3.3.2.3 Bid Item

3.3.3 Scheduled Project Completion

3.3.4 Interim Completion Dates

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Initial Project Schedule Submission

3.4.2 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD's

3.5.2 Schedule Reports

3.5.2.1 Activity Report

3.5.2.2 Earnings Report

3.5.3 Network Diagram

3.5.3.1 Continuous Flow

3.5.3.2 Project Milestone Dates

3.5.3.3 Critical Path

3.5.3.4 Banding

3.5.3.5 S-Curves

3.6 REQUESTS FOR TIME EXTENSIONS

3.7 DIRECTED CHANGES

3.8 OWNERSHIP OF FLOAT

-- End of Section Table of Contents --

SECTION 01 32 01.10 28

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals having an "I" designation are for information only. 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

Initial Project Schedule; G C

Periodic Schedule Updates; G C

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the Contract Clause, SCHEDULES FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress.

Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes.

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 Use of the Critical Path Method

The Critical Path Method (CPM) of network calculation shall be used to generate the Project Schedule. Provide the Project Schedule in the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

3.3.2.1 Activity Durations

Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods.

3.3.2.2 Government Activities

Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to: approvals and inspections.

3.3.2.3 Bid Item

All activities shall be identified in the project schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item.

3.3.3 Scheduled Project Completion

The schedule interval shall extend from Notice to Proceed (NTP) to the contract completion date.

3.3.4 Interim Completion Dates

Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim completion date.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The reports and network diagrams required for each submission are contained in paragraph

SUBMISSION REQUIREMENTS.

3.4.1 Initial Project Schedule Submission

The Initial Project Schedule shall be submitted for approval within 20 calendar days after NTP. The schedule shall provide a reasonable sequence of activities that represent work through the entire project and shall be at a reasonable level of detail. Include the reports and network diagrams required in paragraph SUBMISSION REQUIREMENTS.

3.4.2 Periodic Schedule Updates

Submit periodic schedule updates with their monthly progress payment request. These submissions shall enable the Contracting Officer to assess Contractor's progress. Include the reports and network diagrams required in paragraph SUBMISSION REQUIREMENTS.

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the initial submission and every periodic project schedule update throughout the life of the project:

3.5.1 Data CD's

Provide two (2) sets of data CD's containing the project schedule in the software format developed from, (PDF file is not acceptable). File medium shall be CD. Label each CD indicating the type of schedule (Initial or Update), full contract number, Data Date and file name. Each schedule shall have a unique file name as determined by the Contractor. Contractor shall also email a copy to the Contracting Officer's Representative.

3.5.2 Schedule Reports

The format for each activity for the schedule reports listed below shall contain: Activity Numbers, Activity Description, Original Duration, Remaining Duration, Early Start Date, Early Finish Date, Late Start Date, Late Finish Date, Total Float. Actual Start and Actual Finish Dates shall be printed for those activities in progress or completed.

3.5.2.1 Activity Report

A list of all activities sorted according to activity number.

3.5.2.2 Earnings Report

A compilation of the Contractor's Total Earnings on the project from the NTP until the most recent schedule update. This report shall reflect the Earnings of specific activities based on the agreements made in the field. Provided that the Contractor has provided a complete schedule update, this report shall serve as the basis of determining Contractor Payment. Activities shall be grouped by bid item and sorted by activity numbers.

3.5.3 Network Diagram

The network diagram shall be required on the initial schedule submission and on monthly schedule update submissions. The network diagram shall depict and display the order and interdependence of activities and the sequence in which the work is to be accomplished. The Contracting Officer will use, but is not limited to, the following conditions to review compliance with this paragraph:

3.5.3.1 Continuous Flow

Diagrams shall show a continuous flow from left to right with no arrows from right to left. The activity number, description, duration, and estimated earned value shall be shown on the diagram.

3.5.3.2 Project Milestone Dates

Dates shall be shown on the diagram for start of project, any contract required interim completion dates, and contract completion dates.

3.5.3.3 Critical Path

The critical path shall be clearly shown.

3.5.3.4 Banding

Activities shall be grouped to assist in the understanding of the activity sequence. Typically, this flow will group activities by category of work, work area and/or responsibility.

3.5.3.5 S-Curves

Earnings curves showing projected early and late earnings and earnings to date.

3.6 REQUESTS FOR TIME EXTENSIONS

In the event the Contractor requests an extension of the contract completion date, or any interim milestone date, furnish the following for a determination as to whether or not the Contractor is entitled to an extension of time under the provisions of the contract: justification, project schedule data, and supporting evidence as the Contracting Officer may deem necessary. Submission of proof of delay, based on revised activity logic, duration, and costs (updated to the specific date that the delay occurred) is obligatory to any approvals.

3.7 DIRECTED CHANGES

All changes shall be processed in accordance with the procedures found in FAR 52.243-4, Changes. If a change is required to be implemented prior to settlement of price and/or time, submit proposed schedule revisions to the Contracting Officer within 14 calendar days of the Government written change order or the Contractor's written notice under FAR 52.243-4 paragraph (b). The proposed revision to the schedule must be approved by the Contracting Officer prior to inclusion of those changes within the project schedule. This submission shall not limit the time period for assertion of rights to a final adjustment to time and/or price under FAR 52.243-4 paragraph (e).

3.8 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

-- 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 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved

1.2.2 Information Only

1.3 PREPARATION

1.3.1 Transmittal Form

1.3.2 Identifying Submittals

1.3.3 Format for SD-02 Shop Drawings

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

Instructions

1.3.5 Format of SD-04 Samples

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

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

Reports

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

Submittals

1.4 QUANTITY OF SUBMITTALS

1.4.1 Number of Copies of SD-02 Shop Drawings

1.4.1.1 Electronic Copies of Submittals

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

Manufacturer's Instructions

1.4.3 Number of Samples SD-04 Samples

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

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

Field Reports

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

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

Closeout Submittals

1.5 INFORMATION ONLY SUBMITTALS

1.6 VARIATIONS REQUESTS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting That Variations Are Compatible

1.6.4 Review Schedule Is Modified

1.7 SUBMITTAL REGISTER

1.7.1 Use Of Submittal Register

1.7.2 Contractor Use of Submittal Register

1.7.3 Approving Authority Use of Submittal Register

1.7.4 Contractor Action Code and Action Code

1.7.5 Copies Delivered to the…