W912EF-16-R-0001TechSpec.pdf

Little Goose Adjustable Spillway Weir (ASW) W912EF-16-R-0001

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 01.00 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 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

01 91 00.00 28 SHOP TESTING AND FIELD COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 43 16.00 28 TSW RELOCATION

02 83 33.13 28 RCRA METAL BASED PAINT REMOVAL AND DISPOSAL

DIVISION 03 - CONCRETE

03 30 90.00 28 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 52 00.00 28 RAILINGS AND GRATING

05 59 13.00 28 FABRICATION OF HYDRAULIC STEEL STRUCTURES

05 59 16.00 28 CREST ASSEMBLY GUIDE WHEELS

DIVISION 09 - FINISHES

09 97 02.00 28 PAINTING: HYDRAULIC STRUCTURES

DIVISION 22 - PLUMBING

22 15 10.00 28 SPILLWAY WEIR COMPRESSED AIR SYSTEM

DIVISION 26 - ELECTRICAL

26 05 00.00 28 GENERAL ELECTRICAL WORK

26 05 19.00 28 INSULATED WIRE AND CABLE

26 20 00.00 28 ELECTRICAL DISTRIBUTION SYSTEM

26 24 19.00 28 MOTOR CONTROL CENTERS (MCC)

26 29 23.00 28 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 60 13.00 28 LOW-VOLTAGE MOTORS

DIVISION 27 - COMMUNICATIONS

27 21 10.00 28 FIBER OPTIC DATA TRANSMISSION SYSTEM

PROJECT TABLE OF CONTENTS Page 1

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 42.00 28 SPILLWAY WEIR HOIST SYSTEMS

35 01 43.01 28 WIRE ROPE FOR GATE OPERATING DEVICES

DIVISION 40 - PROCESS INTERCONNECTIONS

40 94 43.01 28 PROCESS CONTROLLERS - PROGRAMMABLE LOGIC CONTROLLERS (PLC)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 00 00.00 28

This page intentionally left blank

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 FURNISHED PROPERTY

1.7 EQUIPMENT LIST

1.8 TESTING OF EQUIPMENT

1.9 DISPOSITION OF REMOVED EQUIPMENT

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.10.1 Pre-Work And Post Work Surveys

1.11 FIRE CONTROL

1.12 TRAINING

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

1.18 PARTNERING

1.18.1 General

1.18.2 Partnering 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

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.

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

Property Management Plan; I C

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

Training Manuals; G 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 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.

1.6 GOVERNMENT FURNISHED PROPERTY

Submit a Property Management Plan in accordance with FAR Clause 52.245-1 Government Property.

1.7 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.

1.8 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). Existing soil and grade conditions shall not be altered or damaged except as required to provide long term stability of the stored TSW components.

1.10.1 Pre-Work And Post Work Surveys

The Contractor shall conduct a pre-work survey prior to start of on-site work and a post-work survey following physical completion of the work and prior to demobilizing from the work site. The surveys shall be conducted in the presence of the Contracting Officer's Representative (COR) or other designated Government representative. 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) within 5 days after survey has been completed.

1.11 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.

1.12 TRAINING

The Contractor shall provide the services of one or more authorized start-up engineers as necessary to provide training in programming, operation and maintenance. The training shall be provided for operators and maintenance personnel prior to project operation of the ASW. Provide two, eight-hour class sessions; one class for operators and maintenance personnel and one for system managers and engineers. Each class session shall include approximately (15 employees). The Government will provide for the training location. The Contractor shall submit training manuals and documentation for approval 30 days prior to scheduled classes and shall furnish sufficient training materials at the training classes for all students plus a minimum of 3 copies for project files. Where audio/visual materials are used in training classes, 3 copies of such materials shall be furnished to the Project for use in future training.

It shall be the Contractor's responsibility to coordinate the training sessions with the Project to ensure minimum conflicts with ongoing Project work. One week prior to the training, the Contractor shall submit a training agenda for review. Training must include all requirements from other sections within these specifications. Training is not limited to the requirements from other sections and must include all necessary information for a complete understanding of the programming, operations and maintenance of the ASW.

1.13 PROJECT SUPERINTENDENT

At all times during performance of this contract and until the work is completed and accepted the Contractor shall 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, Installation Supervisor, 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 Meeting

Within 15 days after receipt of Notice to Proceed, the Contractor shall 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

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.

1.18 PARTNERING

1.18.1 General

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors by informally partnering this contract. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance and intended to achieve completion within budget, on schedule, and in accordance with plans and specifications. This partnership would be bilateral in makeup and participation will be totally voluntary. If Partnering is pursued, meetings would be held as identified in the following paragraph.

1.18.2 Partnering Meetings

Within 30 days of receipt of Notice to Proceed, the initial partnering meeting will be scheduled. The Contractor's key personnel will attend a face-to-face partnering meeting (typically one day in duration) together with key Government personnel, to discuss project goals and communication. Follow-up meetings will be held periodically, as required, throughout the duration of the contract, as agreed to by the Contractor and the Government.

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 SUBMITTALS

1.3 PROJECT SECURITY

1.3.1 Identification of Employees

1.3.2 Contractor Access Badges

1.3.3 Vehicle Access

1.3.4 Delivery of Equipment

1.4 FACILITY OCCUPANCY CLOSURE

1.5 NAVIGATION LOCK USAGE

1.6 MOVEMENT RESTRICTIONS OF ASW AND TSW

1.7 MCC INSTALLATION

1.8 WORK SCHEDULES

1.8.1 Contractor's Work Schedule

1.8.2 Government's Work Schedule

1.9 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 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. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Navigation Lock Usage; G C

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 Identification of Employees

a. The Contractor shall be responsible for furnishing an identification badge/card to each employee prior to the employee's work on the Project site, and for requiring each employee engaged on the work to display identification at all times. Badges shall include photo identification, company name, and the individual's name and company identification number as a minimum. Badges shall be laminated plastic type. All prescribed identification shall immediately be delivered to the Contracting Officer (KO) 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.

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

1.3.2 Contractor Access Badges

The Government (Project personnel) will provide the Contractor's personnel with access badges as they arrive on site. The Contractor shall be responsible for furnishing the Security Badge Form (attached to the end of this SECTION) and initial identification (driver's license) for each employee 5 business days prior to the employee arriving to work on the Project site. Ensure each employee's full name with middle initial is included with the initial identification. All prescribed access badges shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion.

1.3.3 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.

1.3.4 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 South side of the river (access from the North Shore is limited). Delivery vehicles will be allowed to cross the river over the dam only with Government approval. Delivery vehicles not approved for crossing the dam, 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 NAVIGATION LOCK USAGE

The Contractor shall provide written notification to the Contracting Officers Representative 40 days in advance of any usage of the navigation lock (including the immediate upstream and downstream approaches to the navigation lock) for any purpose other than normal transiting.

The Contractor shall closely coordinate all daily usage of the navigation lock (to include any stopping in the upstream and downstream approaches to the navigation lock) with the Contracting Officer's Representative and the Little Goose operator. Delays to other river navigation shall be limited to the following:

a. Cruise Ships (a maximum of 4 per day which are closely scheduled):

No delays allowed

b. All Other River Navigation: A maximum delay of 90 minutes

1.6 MOVEMENT RESTRICTIONS OF ASW AND TSW

The ASW and TSW are not to be moved on the intake deck or across the bridge by truck and/or trailer.

1.7 MCC INSTALLATION

Include in the project schedule projected dates that the MCC will be installed. In addition submit a written notification to KO 30 days prior to commencement of MCC installation. Existing MCC DCQ1 de-energization from DCQ2 AND DCQ3 work shall be limited to a one day (24 hour) period.

All work for the installation and re-connection of the GFP MCC work shall be completed in a single 14 day period. See SECTION 26 24 19.00 28 MOTOR CONTROL CENTERS (MCC) for technical information.

1.8 WORK SCHEDULES

1.8.1 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.

1.8.2 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 72 hours 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.

1.9 USE OF WALLA WALLA DISTRICT PARKS

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

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

PART 2 PRODUCTS (Not Used)

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

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 COMMON ACCESS CARD (CAC)

1.5 PRE-SCREENING OF CONTRACTOR EMPLOYEES

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 employees. The restricted areas or equipment consists of everything inside the security fence at the project.

1.1 REFERENCES

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

Federal Acquisition 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-Screening Of Contractor Employees; 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 and area commander 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 installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements ( FAR 52.204-9 , Personal Identity Verification of Contractor Personnel:

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

The contractor and all sub-contractors employees will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an interim CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of Personnel Management.

1.5 PRE-SCREENING OF CONTRACTOR EMPLOYEES

The Contractor must pre-screen employees using the E-verify Program ( http://www.uscis.gov/e-verify ) website to meet the established employment eligibility requirements. The Vendor must ensure that the employee has 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 PERFORMANCE MILESTONE

1.2.1 Typical Performance Milestones (PM) for Supply Components

1.2.2 Materials Performance Milestone

1.2.3 Fabrication and Painting Performance Milestone

1.2.4 Delivery Performance Milestone

1.3 VALUE OF PERFORMANCE MILESTONES FOR EACH MAJOR COMPONENT AS A

PERCENTAGE OF THE COMPONENT ITEM

1.4 SUPPPLY ITEMS

1.4.1 ITEM 0001 Fabricate And Delivery Of The Base Stoplog Component

Of The Adjustable Spillway Weir

1.4.2 ITEM 0002 Fabricate And Delivery Of The Intermediate Stoplog

Component Of The Adjustable Spillway Weir

1.4.3 ITEM 0003 Fabricate And Delivery Of The Top Stoplog Assembly

Component Of The Adjustable Spillway Weir

1.4.4 ITEM 0004 Fabricate And Delivery Of The Crest Assembly

Component Of The Adjustable Spillway Weir

1.4.5 ITEM 0005 Fabricate And Delivery Of The Hoist Beam Assembly

Component Of The Adjustable Spillway Weir

1.4.6 ITEM 0006 Fabricate And Delivery Of The Lifting Beam And

Storage Structure Components Of The Adjustable Spillway Weir

1.5 CONSTRUCTION ITEMS

1.5.1 ITEM 0007 Install And Test The Adjustable Spillway Weir

1.5.2 ITEM 0008 Removal And Relocation Of The TSW

Components/Assemblies

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- 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. The 10% retainage for final submittals will not be held until such time as the Contractor has earned 90% of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.

a. Final Operation and Maintenance Manuals and Parts Catalogs.

b. Final Approved Versions of Contractor Prepared Drawings.

c. As-built contract drawings and FIO drawings.

d. Return of Government Issued Items.

1.2 PERFORMANCE MILESTONE

1.2.1 Typical Performance Milestones (PM) for Supply Components

Seven major components make up the adjustable spillway weir components for supply payment: Base Stoplog, Intermediate Stoplog, Top Stoplog, Crest Assembly, Hoist Beam Assembly, Lifting Beam and Storage Structure Componments. Three typical performance milestones will be used for each of the major components to justify performance payments. These performance milestones are identified and defined below.

1.2.2 Materials Performance Milestone

The materials milestone will be considered complete when all shop drawings have been approved and meet the requirements as specified in SECTION 05 59 13.00 28, Fabrication of Hydraulic Steel Structures, Shop Drawings under SD-02 Shop Drawings; and all certified materials have been procured. Only materials required to complete the work identified for the component shall be submitted for payment. At this point, the component is ready for Fabrication and Painting. Approved testing reports will be required as documentation of completion of this milestone for each major component.

1.2.3 Fabrication and Painting Performance Milestone

The fabrication and painting performance milestone will be complete when the fabrication of the major component is complete and all exposed ferrous surfaces of the major component are painted as specified in SECTION 09 97 02.00 28, Painting - Hydraulic Structures. Approved testing reports will be required as documentation of completion of this milestone for each major component. At this point, the component is ready and approved for delivery to the project for Installation.

1.2.4 Delivery Performance Milestone

Requires successful delivery of the new adjustable spillway weir component to FOB destination. Delivery shall comply with all pertinent requirements described within. If the component, upon delivery, is damaged, the performance milestone has not been met and payment will only be authorized after the damage has been corrected and approved by the government.

1.3 VALUE OF PERFORMANCE MILESTONES FOR EACH MAJOR COMPONENT AS A

PERCENTAGE OF THE COMPONENT ITEM

Performance Milestone

Base and Top Stoplog

ITEM 0001

Intermediate Stoplog

ITEM 0002

Crest Assembly

ITEM 0003

Hoist Beam Assembly

ITEM 0004

Lifting Beam & Storage Structure Componments

ITEM 0005

Materials 20% 20% 20% 20% 20%

Fabricate and Painting

30% 30% 30% 30% 30%

Delivery 50% 50% 50% 50% 50%

1.4 SUPPPLY ITEMS

1.4.1 ITEM 0001 Fabricate And Delivery Of The Base Stoplog Component Of The Adjustable Spillway Weir

Fabrication and delivery of the new adjustable spillway weir base stoplog will be measured as a complete pay item (JOB) with payments available as described by designated performance milestones. The Contractor may submit requests for payment of performance-based payments based on the meeting the performance milestones described in Performance Milestone paragraph above.

1.4.2 ITEM 0002 Fabricate And Delivery Of The Intermediate Stoplog Component Of The Adjustable Spillway Weir

Fabrication and delivery of the new adjustable spillway weir intermediate stoplog will be measured as a complete pay item (JOB) with payments available as described by designated performance milestones. The Contractor may submit requests for payment of performance-based payments based on the meeting the performance milestones described in Performance Milestone paragraph above.

1.4.3 ITEM 0003 Fabricate And Delivery Of The Top Stoplog Assembly Component Of The Adjustable Spillway Weir

Fabrication and delivery of the new adjustable spillway weir top stoplog assembly, including the pneumatic seal, will be measured as a complete pay item (JOB) with payments available as described by designated performance milestones. The Contractor may submit requests for payment of performance-based payments based on the meeting the performance milestones described in Performance Milestone paragraph above.

1.4.4 ITEM 0004 Fabricate And Delivery Of The Crest Assembly Component Of The Adjustable Spillway Weir

Fabrication and delivery of the new adjustable spillway weir crest assembly will be measured as a complete pay item (JOB) with payments available as described by designated performance milestones. The Contractor may submit requests for payment of performance-based payments based on the meeting the performance milestones described in Performance Milestone paragraph above.

1.4.5 ITEM 0005 Fabricate And Delivery Of The Hoist Beam Assembly Component Of The Adjustable Spillway Weir

Fabrication and delivery of the new adjustable spillway weir hoist beam assembly will be measured as a complete pay item (JOB) with payments available as described by designated performance milestones. The Contractor may submit requests for payment of performance-based payments based on the meeting the performance milestones described in Performance Milestone paragraph above.

1.4.6 ITEM 0006 Fabricate And Delivery Of The Lifting Beam And Storage Structure Components Of The Adjustable Spillway Weir

Fabrication and delivery of the new adjustable spillway weir lifting beam and storage structure will be measured as a complete pay item (JOB) with payments available as described by designated performance milestones. The Contractor may submit requests for payment of performance-based payments based on the meeting the performance milestones described in Performance Milestone paragraph above.

1.5 CONSTRUCTION ITEMS

1.5.1 ITEM 0007 Install And Test The Adjustable Spillway Weir

Install and test the adjustable spillway weir will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0007, "Install And Test The Adjustable Spillway Weir," which price and payment shall be full compensation for all work required for Installation And Testing of The Adjustable Spillway Weir, including all costs associated with commissioning the ASW, such as diving, all work and materials not included, with the supply ITEMS, excluding the work included in ITEM 0008 below complete, as specified and approved.

1.5.2 ITEM 0008 Removal And Relocation Of The TSW Components/Assemblies

Remove and relocate TSW Components/Assemblies will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0008, " Removal And Relocation Of The TSW Components/Assemblies," which price and payment shall be full compensation for all work required for Relocation of the TSW Components/Assemblies, complete, as specified and approved.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 28

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALIFICATIONS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 Schedule Status Reports

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Durations

3.3.2.2 Procurement Activities

3.3.2.3 Mandatory Tasks

3.3.2.4 Government Activities

3.3.2.5 Activity Responsibility Coding (RESP)

3.3.2.6 Activity Work Area Coding

3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA)

Coding (MODF)

3.3.2.8 Contract Line Item (CLIN) Coding (BIDI)

3.3.2.9 Phase of Work Coding (PHAS)

3.3.2.10 Category of Work Coding (CATW)

3.3.2.11 Definable Features of Work Coding (FOW)

3.3.3 Scheduled Project Completion and Activity Calendars

3.3.3.1 Project Start Date

3.3.3.2 Schedule Constraints and Open Ended Logic

3.3.3.3 Early Project Completion

3.3.4 Interim Completion Dates

3.3.4.1 Start Phase

3.3.4.2 End Phase

3.3.4.3 Phase "X" Hammock

3.3.5 Default Progress Data Disallowed

3.3.6 Out-of-Sequence Progress

3.3.7 Negative Lags and Start to Finish Relationships

3.3.8 Calculation Mode

3.3.9 Milestones

3.3.10 Activity Codes and Calendars

3.3.11 Program Settings

3.3.12 Lags

SECTION 01 32 01.00 28

3.3.13 Cost Loading

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Design Package Schedule Submission

3.4.4 Periodic Schedule Updates

3.4.5 Standard Activity Coding Dictionary

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD's

3.5.2 Narrative Report

3.5.3 Approved Changes Verification

3.5.4 Schedule Reports

3.5.4.1 Activity Report

3.5.4.2 Logic Report

3.5.4.3 Total Float Report

3.5.4.4 Earnings Report by CLIN

3.5.5 Network Diagram

3.5.5.1 Continuous Flow

3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

3.5.5.4 Banding

3.5.5.5 S-Curves

3.6 PERIODIC SCHEDULE UPDATE MEETINGS

3.6.1 Update Submission Following Progress Meeting

3.6.2 Status of Activities

3.6.2.1 Start and Finish Dates

3.6.2.2 Remaining Duration

3.6.2.3 Percent Complete

3.6.2.4 Logic Changes

3.6.2.5 Other Changes

3.7 REQUESTS FOR TIME EXTENSIONS

3.7.1 Justification of Delay

3.7.2 Submission Requirements

3.7.3 Additional Submission Requirements

3.8 DIRECTED CHANGES

3.9 WEEKLY PRODUCTION MEETINGS

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

-- End of Section Table of Contents --

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Qualifications; G C

Initial Project Schedule; G C

Periodic Schedule Updates; G C

1.3 QUALIFICATIONS

Designate and submit for approval an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall have previously developed, created, and maintained at least 2 electronic schedules for projects similar in nature and complexity to this project and shall be experienced in the use of the scheduling software that meets the requirements of this SPECIFICATION.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULES FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer (KO), the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the KO, without additional cost to the Government. In this circumstance, the KO may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the KO deems necessary to demonstrate how the approved rate of progress will be regained.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment.

Lack of an approved schedule update or qualified scheduling personnel will result in an inability of the KO to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the KO and those revisions have not been included in subsequent revisions or updates, the KO may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the KO. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on The Schedule.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this SPECIFICATION. Failure of the Contractor to meet the requirements of this SPECIFICATION will result in the disapproval of the schedule. Scheduling software that meets the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 are Primavera Project Planner (P6) by Primavera and Open Plan by Deltek.

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the KO, will result in its disapproval. The KO will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing procurement and non-procurement activities to be accurately determined between schedule update periods. Activity durations shall be broken down to a sufficient level of detail to analyze the critical path, prosecute the work and coordinate related, predecessor and/or successor activities.

Procurement activities are defined herein

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

3.3.2.3 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submittals

1. Submission and approval of O&M manuals

2. Submission and approval of Shop drawings

3. Submission and approval of As-built drawings.

4. Contractor Preparation and Submission of all Submittals

5. Government Review Period and Acceptance of all Submittals.

b. Inspections

1. Contractor's pre-final inspection

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

3. Government's pre-final inspection

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

5. Contractor's final inspection

6. Correction of punch list from Contractor's final inspection

7. Government's final inspection

8. Correction of punch list from Government's final inspection

c. Material Procurements

d. All Definable Features of Work

e. Testing and Commissioning Activities

f. Training of Government Personnel

g. Completion dates, constraints and limited work windows as described in Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

h. Mobilization and Demobilization

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.5 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, subcontractor or Government agency responsible for performing the activity.