25R0003 - Solicitation Tech Specs.pdf

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Mill Creek Diversion Dam Fish Ladder
Solicitation number
W912EF25R0003
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Mill Creek Diversion Dam Fish Ladder W912EF25R0003

MCL475720DDFL

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 00.30 28 SURFACE FINISH REQUIREMENTS - BIOLOGICAL

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 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 54 19.10 28 MOBILE CRANE REQUIREMENTS

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 71 23.01 28 CONTRACTOR SURVEYS AND REMOTE SENSING DATA COLLECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

01 91 00.00 28 SYSTEMS TESTING AND COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 24 10.30 28 TRAPPED FISH CAPTURE AND RELEASE

02 24 20.00 28 WATER QUALITY MONITORING

02 32 13.00 28 SUBSURFACE DRILLING AND SAMPLING

02 41 00.00 28 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00.00 28 CAST-IN-PLACE CONCRETE

03 60 00.00 28 CONCRETE CORING, DRILLING, AND CUTTING

DIVISION 05 - METALS

05 05 20.00 28 POST-INSTALLED CONCRETE ANCHORS

05 05 23.00 28 STRUCTURAL STEEL, METALWORK FABRICATION, AND WELDING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 82 14.00 28 FIBERGLASS REINFORCED PLASTIC (FRP) WALKWAYS

DIVISION 14 - CONVEYING EQUIPMENT

14 84 23.20 28 GATE HOISTING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 28 CYBERSECURITY

25 31 00.01 28 ELECTRICAL CONTROL AND RELAY PANEL

DIVISION 26 - ELECTRICAL

26 05 00.00 28 GENERAL ELECTRICAL WORK

PROJECT TABLE OF CONTENTS Page 1

26 05 19.00 28 INSULATED WIRE AND CABLE

26 05 26.11 28 GROUNDING

26 05 33.11 28 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 71.11 28 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 20 00.00 28 INTERIOR DISTRIBUTION SYSTEM

26 24 16.11 28 PANELBOARDS

26 56 00.00 28 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.11 28 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

DIVISION 31 - EARTHWORK

31 00 00.00 28 EARTHWORK

31 11 00.00 28 CLEARING AND GRUBBING

31 23 19.11 28 DIVERSION AND CARE OF WATER

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16.11 28 ASPHALT PAVING

32 17 23.00 28 PAVEMENT MARKINGS

32 31 13.00 28 CHAIN LINK FENCES AND GATES

32 84 23.00 28 UNDERGROUND SPRINKLERS

32 92 23.00 28 SODDING

32 93 00.00 28 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 51 43.00 28 INSTRUMENTATION AND PERFORMANCE MONITORING OF STRUCTURES

33 71 02.00 28 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.00 28 SLIDE GATES AND ACTUATORS

35 20 20.00 28 ELECTRICAL EQUIPMENT FOR GATE HOIST

DIVISION 40 - PROCESS INTERCONNECTIONS

40 92 13.10 28 MOTORIZED GATE AND VALVE ACTUATORS

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 (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 00 00.00 28 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 00 00.00 28 Page 2

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 https://www.opm.gov/fedshirevets/

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

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

Army Recovery Care Program -ht t ps: / / myar mybenef i t s. us. ar my. mi l / Benef i t - Li br ar y/ Feder al - Benef i t s/ Ar my- Recover y- Car e- Pr ogr am- ( ARCP) - ( f or mer l y- known- as- War r i or - Car e- and- Tr ansi t i on- Pr ogr am)

U.S. Chamber of Commerce Foundation-Hiring Our Heroes https://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/files/Employer-Guide-to-Hiring-Veterans-20231101.pdf

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 00 00.00 28 Page 3

SECTION 01 00 00.00 28 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 DOCUMENT SUBMITTALS

1.5 FIELD VERIFICATION OF SITE CONDITIONS

1.6 PRE-CONSTRUCTION ON-SITE INSPECTION

1.7 SUPPLEMENTAL DRAWINGS

1.8 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.9 EQUIPMENT LIST

1.10 TESTING OF EQUIPMENT

1.11 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.13 INSTALLATION SUPERVISOR

1.14 TRAINING

1.14.1 Digital Recording

1.15 PROJECT OPERATORS' TRAINING

1.16 PROJECT TECHNICAL SUPPORT

1.17 PROJECT SUPERINTENDENT

1.18 KEY PERSONNEL SUBSTITUTION

1.19 POST AWARD MEETINGS

1.19.1 Pre-Work Meeting

1.19.2 Pre-Construction Meeting

1.19.2.1 Minutes

1.19.2.2 Demobilizing And Remobilizing

1.19.3 RMS Orientation Meeting

1.20 WEEKLY PRODUCTION MEETINGS

1.20.1 Production Briefings

1.20.2 Construction Progress Photos

1.20.3 Minutes

1.21 ADDITIONAL MEETINGS

1.22 PARTNERING

1.22.1 General

1.22.2 Partnering Meetings

1.23 RED ZONE MEETING

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

ATTACHMENTS:

Weekly Meeting Agenda

SECTION 01 11 01.00 28 Page 1

Look-Ahead

SECTION 01 11 01.00 28 Page 2

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

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

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Occupational Health Requirements

The Contractor is 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. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment List ; I, C

Pre-Construction On-Site Inspection report ; I, C

Project Superintendent ; I, C

SD-07 Certificates

Installation Supervisor ; G, C

Key Personnel Substitution ; G, C

SD-11 Closeout Submittals

Training Manuals ; G, C

1.3 DEFINITIONS

a. Qualified Person.

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

SECTION 01 11 01.00 28 Page 3

1.4 DOCUMENT SUBMITTALS

In addition to other specified submittal requirements, a copy of all documents submitted as part of work on this contract, must be e-mailed to the Contracting Officer and submitted in Resident Management System Contractor Mode (RMS CM). Include project contract number, title, and e-mail topic in all e-mail subject lines.

1.5 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 variations must be updated as per SECTION 01 78 00.00 28 , CLOSEOUT SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.

1.6 PRE-CONSTRUCTION ON-SITE INSPECTION

Prepare a Pre-Construction On-Site Inspection report of existing conditions, prior to start of on-site work, with the Contracting Officer.

Document existing site conditions prior to Construction by digital photographs, and/or videos along with descriptive narrative report to the Contracting Officer within five (5) days after completion.

1.7 SUPPLEMENTAL DRAWINGS

a) A “Supplemental Drawings” packet is provided as part of this contract for information only and is not part of Contract work. These drawings are not available in CAD. These drawings depict the best estimate of existing components and equipment. The Government does not guarantee the accuracy of Supplemental Drawings.

b) Contractor shall verify accuracy of these drawings prior to use. Any errors or deficiencies arising from use of these drawings shall be the responsibility of the Contractor and corrected at no additional cost to the Government.

1.8 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 becomes the property of the Contractor and must be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor shall furnish waste containers. All small waste containers provided by the contractor must be emptied daily, large bin containers must be emptied when full or once a week.

1.9 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.

SECTION 01 11 01.00 28 Page 4

1.10 TESTING OF EQUIPMENT

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

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

1.11 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled becomes 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.

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

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

1.13 INSTALLATION SUPERVISOR

A representative of the Contractor who is technically qualified to supervise the installation, preparation, and testing of radial gates and fish ladder systems. The Installation Supervisor, or approved substitute, must be available at all times and is experienced in the installation of the radial gates and fish ladder system. Approved substitute must have the same qualifications as the Installation Supervisor. The representative must report immediately in writing to the Contracting Officer any work not in accordance with the manufacturer's recommendation or any special conditions which may result in an unsatisfactory job. The representative must have supervised the construction of a fish ladder system with slide gates of at least 2 similar projects, or larger within the past 10 years. Installation supervisor's, and potential substitute's resumes must be submitted to the Contracting Officer.

1.14 TRAINING

Provide the services of authorized start-up engineers (Manufacturer's Representatives) as necessary to provide training in programming, operation and maintenance of radial gate controls. Provide two, eight-hour class sessions; one class for operations and maintenance personnel and one for system support engineers. Each class session shall include approximately 6 employees. The Government will provide for the training location. Submit training manuals and documentation for approval 30 days prior to scheduled classes and furnish sufficient training materials at the training classes for all students plus a minimum of three (3) copies for project files. Where audio/visual materials are used in training classes, three (3) copies of such materials must be furnished to the Project for use in future training. It is the Contractor's responsibility to coordinate the training sessions with the Contracting Officer's Representative to ensure minimum conflicts with ongoing Project work.

1.14.1 Digital Recording

Film the first training session of each equipment with independent

SECTION 01 11 01.00 28 Page 5 function. Filmed sessions must cover all new equipment installed.

Filming is not required for equipment with redundant functions; i.e. only one SU board is necessary. Two (2) copies of the filmed sessions shall be provided to the Government on DVD. DVD's shall have professional labels on both the DVD case and on the DVD. Labels shall include the equipment covered on that training disc. Recordings shall use at a minimum MPEG-2 format with a resolution of no less than 720 X 480 pixels at 29.92 frames per second. Different recording formats may be proposed by the Contractor but require approval before the Government will accept them.

1.15 PROJECT OPERATORS' TRAINING

Provide the services of one or more authorized individuals for Project Operators' training. Contractor personnel must be experienced in the operational requirements of all newly installed equipment, and control features. Provide a recommended maintenance job plan with step by step training to complete the job plan for each type of equipment. Contractor personnel must be present at the project and available for assistance for three (3) ten hour work shifts immediately following Government acceptance of newly installed features. Required work shifts must be coordinated with the Contracting Officer.

1.16 PROJECT TECHNICAL SUPPORT

a. Provide 20 hours of project technical support after Government acceptance of the completed project. One or more Contractor personnel experienced in the operational requirements of all newly installed equipment, and control features must be available for Technical Support during normal Government Work Schedule hours. See paragraph "Government's Work Schedule" in SECTION 01 14 00.10 28 .

b. Support includes site visits by Contractor personnel. Contractor personnel must be available at the project within 48 hours, or the next normal Government Work Schedule day following notification by the Government - whichever is later. Technical support must be available for 60 days following Government acceptance of the newly installed Diversion Dam Fish Ladder, or until final Operation and Maintenance Manuals and Parts Catalogs have been approved and received by the Government - whichever is later. See SECTIONS 01 78 00.00 28 CLOSEOUT.

c. Technical Support shall include all contractor Supervision, Safety and QC personnel required to maintain proper control of work in accordance with contract requirements.

1.17 PROJECT SUPERINTENDENT

The Contractor's Project Superintendent must be on the worksite during performance of work on this contract. The Project Superintendent is required on the worksite, at all times work is being performed, until work on this contract is completed and accepted. Assign 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.

1.18 KEY PERSONNEL SUBSTITUTION

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

SECTION 01 11 01.00 28 Page 6

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.

1.19 POST AWARD MEETINGS

1.19.1 Pre-Work Meeting

Within thirty (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.

1.19.2 Pre-Construction Meeting

Coordinate with the Contracting Officer 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 Contractor 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.

1.19.2.1 Minutes

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

1.19.2.2 Demobilizing And Remobilizing

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

1.19.3 RMS Orientation Meeting

a. Upon the Contractor's request, an RMS (Resident Management System) Orientation Meeting will be held within fifteen (15) calendar days after receipt of Notice to Proceed . See SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for additional information. The Orientation Meeting will be held at NWW District Headquarters, and may occur in conjunction with, but not at the same time as, the Pre-Work Meeting. The Orientation Meeting can also occur via video conference. Coordinate meeting date and time with the Contracting Officer a minimum of 7 calendar days prior to the meeting.

b. At a minimum, the Contractor's RMS-CM Administrator and QC system manager must attend the RMS Orientation meeting. A Government Representative will lead the orientation. Anticipate the following at the meeting:

SECTION 01 11 01.00 28 Page 7

1. Allow for a maximum 4 hour duration.

2. Cover the following topics, at a minimum, in RMS Contractor Mode (CM):

i. Contractor use of RMS (CM) system.

ii. Contractor Data.

iii. Quality Control Reports.

iv. Submittals.

v. RFIs.

vi. Payment.

3. Receive a follow-up handout/guide for reference on the above items.

c. Contractor employees shall bring a computer with Wi-Fi capability (to gain access to the Internet), with RMS pre-loaded.

d. The RMS Orientation Meeting is required for Contractors with no prior RMS experience. The RMS Orientation Meeting, is optional, but may be requested, for all other Contractors.

e. The purpose of the RMS Orientation Meeting is to facilitate Contractor's use of RMS (CM). It does not relieve the Contractor of the requirement to use RMS (CM) in accordance with the Contract. See

SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM), paragraph RMS SOFTWARE for information related to required download and installation deadlines.

1.20 WEEKLY PRODUCTION MEETINGS

1.20.1 Production Briefings

During all onsite construction work, hold a weekly production meeting to brief the Government on the status of the project.

a. Use the attached "Weekly Meeting Agenda" and discuss all elements of this agenda.

b. Provide a three (3) week 'look ahead'. The "Look-Ahead" must be generated in P6 and then copied into Excel for more detail (see look-ahead examples at the end of this section).

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

2. ENSURE these activities align to the overall Construction Schedule submitted under SECTION 01 32 01.00 28 PROJECT SCHEDULE.

3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.

c. Key members of the Contractor's staff including the Quality Control System Manager and the SITE SAFETY AND HEALTH OFFICER shall attend.

SECTION 01 11 01.00 28 Page 8

d. The Quality Control System Manager shall discuss all QC aspects outlined in SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL.

e. The Government reserves the right to require any person from the Contractor's staff such as the Project Manager, Engineer, Scheduler or Key Subcontractor Personnel to attend the meeting.

1.20.2 Construction Progress Photos

a. During on site construction activities record construction progress using weekly progress photographs. Submit digital photographs weekly for use at the WEEKLY PRODUCTION MEETING. Photographs provided are for unrestricted use by the Government.

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

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

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

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

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

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

2. Date the photograph was taken.

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

1.20.3 Minutes

The Contractor is responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer. Include project name and meeting topic in e-mail subject line.

1.21 ADDITIONAL MEETINGS

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

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

1.22 PARTNERING

1.22.1 General

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors by informally

SECTION 01 11 01.00 28 Page 9 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 with the intent to achieve a safe completion of the work - 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.

1.22.2 Partnering Meetings

Within 30 calendar days of receipt of Notice to Proceed, the initial partnering meeting will be scheduled if the meeting is requested by the Contractor. 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. The Government will facilitate the meeting.

1.23 RED ZONE MEETING

Within one (1) month of completing the project or when the project is 80 percent completed, the Contractor shall set up and lead a Red Zone meeting. The Contractor shall contact the Contracting Officer to Schedule this meeting. The Government’s representative will include the Contracting Officer, key personnel from the Project, Project Engineer, Quality Assurance Representative, and Resident Engineer. The key people from the Contractor must be, at a minimum, the Project Superintendent, Quality Control System Manager, Scheduler, key subcontractors personnel, and Project Manager.

The purpose of this meeting is to develop an overall schedule for all activities required by both the Government and Contractor and to complete the project through commissioning and final acceptance. The Government will come prepared with all their activities, key dates, and durations for all work required by the Government to complete the project. The Contractor shall provide the same information for all of their activities. The Contractor’s scheduler shall input all of this information into the Contractor’s project schedule during the meeting.

This schedule must be updated weekly, or as needed, based on the information from the weekly production meetings for both the Government and Contractor activities.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 11 01.00 28 Page 10

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

SECTION 01 11 01.00 28 Page 12

Mill Creek Diversion Dam Fish Ladder W912EF24R0002

A ctivity ID

A ctivity N am e

O riginal

D uration

R em aining D uration S tart Finish

P hysical

C l t

Total Float C ritical

Total Total

32d 32d

26-Feb-15 11-A pr-15 194d

3 W eek Look A

3 W eek Look A head 32d

32d 26-Feb-15

11-A pr-15

194d

Preparatory & Ad

Preparatory & Adm in 5d

5d 26-Feb-15

02-M ar-15

311d

D ive O perations 5d

5d 26-Feb-15

02-M ar-15

0% 311d

Preconstruction Preconstruction

20d 20d

26-Feb-15 25-M ar-15 167d

Design & Subm it

Design & Subm ittals

20d 20d

26-Feb-15 25-M ar-15 162d

Tests,Insp, and Verifications

20d 20d

26-Feb-15 25-M ar-15 0%

162d Procurem ent Procurem ent 0d

0d 0d

Fabrication & M a

Fabrication & M achining

0d 0d

0d Pre-W ork Coordi Pre-W ork Coordination 0d

0d 0d

Field W ork

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16d 16d

26-Feb-15 19-M ar-15 210d

Unit A Unit A

0d 0d

0d Unit B Unit B

0d 0d

0d Unit C Unit C

16d 16d

26-Feb-15 19-M ar-15 210d

Unit C Pre-Reh Unit C Pre-Rehab Inspections

0d 0d

0d Unit C Box #1 Unit C Box #1 Rem oval 13d

13d 26-Feb-15

16-M ar-15

205d

R em ove B ox 1 S creen 2d

2d 26-Feb-15

27-Feb-15 0%

93d

R em ove B ox 2 S creen 2d

2d 02-M ar-15 03-M ar-15 0%

93d

R em ove B ox 3 S creen 2d

2d 04-M ar-15 05-M ar-15 0%

93d

S creen S lot 1 M easurem ent 1d

1d 06-M ar-15 06-M ar-15 0%

205d

Install shafts 21-24 4d

4d 09-M ar-15 12-M ar-15 0%

205d

P ressure W ash S lot 2

1d 1d

13-M ar-15

13-M ar-15

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P ressure W ash S lot 3 1d

1d 16-M ar-15 16-M ar-15 0%

205d Unit C Box #2 Unit C Box #2 Rem oval 10d

10d 06-M ar-15 19-M ar-15 100d

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2d 06-M ar-15 09-M ar-15 0%

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11-M ar-15

11-M ar-15

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1d 12-M ar-15 12-M ar-15 0%

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S eparate W idget from S creen 1d

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16-M ar-15

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17-M ar-15

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R em ove B ox 5 S creen

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18-M ar-15

19-M ar-15

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Unit C Box #3 Unit C Box #3 Rem oval 0d

0d 0d

Unit C Fuel Sc Unit C Fuel Screen Field M odifications 14d

14d 26-Feb-15

17-M ar-15

103d

P osition S creen 1 on S lab

1d 1d

26-Feb-15 26-Feb-15

0% 116d

P osition S creen 2 on S lab 1d

1d 17-M ar-15 17-M ar-15 0%

103d Unit C W agner Unit C W agner Horn Plugs Installation 0d

0d 0d

Unit C Fish Sc Unit C Fish Screens Installatin

0d 0d

0d Unit C Fish Sc Unit C Fish Screen Slot Closure

0d 0d

0d Unit D Unit D

0d 0d

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11-A pr-15, Total

11-A pr-15, 3 W eek Look A h

02-M ar-15, P reparatory & A dm i

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25-M ar-15, D esign & S ubm itt

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Mill Creek Diversion Dam Fish Ladder W912EF24R0002

SECTION 01 11 01.00 28 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.4 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

1.4.1 Security During Demolition

1.4.2 Security During Construction

1.5 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

1.6 DELIVERY OF EQUIPMENT

1.7 IDENTIFICATION OF EMPLOYEES

1.7.1 Non-US Citizens

1.8 LIFTING DEVICES

1.9 FACILITY OCCUPANCY CLOSURE

1.10 WORK SCHEDULES

1.10.1 Contractor's Work Schedule

1.10.2 Government's Work Schedule

1.11 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28 Page 2

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Occupational Health Requirements

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Project Security During Construction ; G, C

Employee Training And Identification Summary ; I, C

Foreign Visit Request (FVR) Form ; G, SLE

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1. Work performed in the Mill Creek channel has restrictions . An extended In-Water Work (IWW) window is authorized to begin on June 15, and end on October 31 in 2025 & 2026 only .

2. There are other projects scheduled for construction the same time as the Diversion Dam Fish Ladder. Coordination between other Contractors and the Government is critical to ensure everyone's safety.

3. During construction, there is a possibility that flows downstream of the Diversion Dam will exceed the design values provided in SECTION 31 23 19.11 28 DIVERSION AND CARE OF WATER. This event may require the Contractor to evacuate the work area and the Mill Creek channel. The Government will provide approximately 24 hour s advanced notice if flows are expected to exceed the design values.

1.4 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

During all demolition and construction activities, a continuous, secure

SECTION 01 14 00.10 28 Page 3 perimeter must be maintained around the Construction area. Submit a plan outlining temporary measures and features to ensure a secure perimeter if construction requires removal of fencing, other security features, or if construction features could provide unsecured access, submit a plan outlining temporary measures and features to ensure a secure perimeter.

Submit plans to the Contracting Officer for approval a minimum of two (2) weeks prior to starting construction work that could affect Project security.

1.4.1 Security During Demolition

Demolition of existing safety and security features cannot take place until the Contractor is prepared to install new features so as not to compromise safety and security. Any areas where handrail is removed shall have a warning system in place until fence is installed. Fence to be removed shall remain in place until such time as the new fence has been installed in order to maintain a continuous perimeter. Ensure that all new security features (such as fencing) are installed the same day, or prior to, removal of existing features.

1.4.2 Security During Construction

If partially completed features (such as an open ended outfall pipe) could provide unsecured access to the project, take special measures to maintain Project security. As part of the Security During Construction Plan, include measures and features that will be employed to restrict access to Government facilities during construction.

1.5 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

a. Provide a spreadsheet containing the following information for all Contractor and Subcontractor personnel working on the Project site:

1. Employee name.

2. Employee photo ID Type Issued: Proximity Card #*** (for Gate/Door Access) OR Photo ID Only.

3. Date Photo ID Issued.

4. Date Photo ID Returned.

5. All applicable employee training that has been completed.

Include all training from Section 01 35 29.10 28 GOVERNMENTAL

SAFETY REQUIREMENTS, 01 14 00.90 28 INTEGRATING ANTITERRORISM (AT)

AND OPERATIONS SECURITY (OPSEC), and other as specified.

b. Submit EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY prior to beginning of Contractor on-site work. Update and resubmit within 48 hours of any changes.

1.6 DELIVERY OF EQUIPMENT

Contractor is 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 are to be made to the Contractor's staging area.

SECTION 01 14 00.10 28 Page 4

1.7 IDENTIFICATION OF EMPLOYEES

Every Contractor employee (prime or subcontractor) must have a hard hat meeting the requirements of EM 385-1-1 . Hard hats must display the Prime Contractor name, subcontractor name, and the employee's name. Contractor employee hardhat's can not be white with red markings. The Project Superintendent is responsible to enforce this requirement.

1.7.1 Non-US Citizens

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

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

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

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

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

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

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

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

1.8 LIFTING DEVICES

The Contractor is responsible for furnishing all rigging, lifting devices, and containers for use with the cranes. Any special lifting devices required for handling new equipment furnished by the Contractor must be turned over to the Government upon completion of the contract. Standard slings and shackles are not considered "special" lifting devices.

1.9 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Government cannot be closed, or obstructed without written permission from the Contracting Officer.

1.10 WORK SCHEDULES

1.10.1 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

SECTION 01 14 00.10 28 Page 5 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.

1.10.2 Government's Work Schedule

a. The Mill Creek Flood Control Project maintenance crews work from 6:00 a.m. to 3:30 p.m., Monday through Friday. Crews and staff do not work on weekends and Federal holidays.

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

1.11 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 on, or near the Mill Creek Project for RV parking.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.10 28 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.30 28

SURFACE FINISH REQUIREMENTS - BIOLOGICAL

PART 1 GENERAL

1.1 REFERENCES

1.2 SURFACE FINISH REQUIREMENTS FOR FISH PASSAGE ROUTES

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.30 28 Page 1

SECTION 01 14 00.30 28 Page 2

SECTION 01 14 00.30 28

SURFACE FINISH REQUIREMENTS - BIOLOGICAL

PART 1 GENERAL

This Section contains Work Restriction information that applies to fish passage routes through the facility. Also included are surface finish requirements for fish passage routes. See Section 01 14 00.10 28 PROJECT SITE RESTRICTIONS for additional requirements.

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.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B46.1 (2020) Surface Texture, Surface Roughness, Waviness and Lay

1.2 SURFACE FINISH REQUIREMENTS FOR FISH PASSAGE ROUTES

a. The Diversion Dam Fish Ladder will pass fish, as well as transport water. Finishes of surfaces adjacent to fish and transport water require special care to avoid fish injury. Use construction methods, fabrication techniques, and provide detailing, where required, that minimize interior surface characteristics that could cause injury to fish.

b. Metal and UHMW surface finish requirements for surfaces in contact with fish passage and transport water must meet the following criteria:

1. No sharp edges, pits, wires, bolts or other items that could cause damage to fish on surfaces. All surfaces must be smooth to the touch and not rougher than 250 microinches. All edges must be broken to 1/8 inch radius. Lesser degrees of roughness will be satisfactory. Compliance with surface requirements are determined by sense of feel and visual inspection of the work compared to Roughness Comparison Specimens measured in accordance with the provisions of ASME B46.1 . Values of roughness width and waviness height must be consistent with the general type of finish specified by roughness height. Flaws such as scratches, ridges, holes, peaks, cracks or checks which will make the part unsuitable for the intended use will be cause for rejection.

2. Welds in contact with fish must be smooth. For CJP and PJP welds the max reinforcing must be 1/8 inch with a round smooth transition from the base metal. The transition must not be greater than 2.5 to 1.

3. Connections using bolts or screws shall be detailed so that the bolt head or screw head is not left exposed to fish water.

4. Abrupt irregularities in metal surfaces shall be removed or

SECTION 01 14 00.30 28 Page 3 smoothed. Protrusions, sharp edges, notches, burrs, pits, wires, or other potentially damaging features in metalwork must be removed or smoothed. All surfaces shall be smooth to the touch.

4. All joints, fittings, and connections exposed to fish passage water shall be approved by the Contracting Officer's Representative prior to installation, either through the normal submittal process, or, if a submittal is not required in the technical specification, by a sample made up in the field for approval.

c. Concrete surface finish requirements for surfaces in contact with fish passage and transport water must meet the following criteria:

1. Abrupt irregularities in concrete surfaces shall be removed or smoothed. Protrusions, sharp edges, notches, pits, wires, or other potentially damaging features in concrete shall be removed or smoothed. All surfaces shall be smooth to the touch.

2. The maximum allowable protrusion or indentation into the concrete surface must not exceed 1/8". Protrusions or indentations must be feathered out over a distance of not less than 5 times the depth.

3. The maximum allowable step or offset in a concrete surface is 1/4". The step or offset must be feathered out over a distance of not less than 12 times the offset height.

4. See SECTIONS 03 30 00.00 28 CAST-IN-PLACE CONCRETE paragraph SURFACE FINISHES (and related sub-paragraphs) for additional concrete finish requirements.

5. All joints, fittings, and connections exposed to fish passage water shall be approved by the Contracting Officer's Representative prior to installation, either through the normal submittal process, or, if a submittal is not required in the technical specification, by a sample made up in the field for approval.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.30 28 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 RESOURCES

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

1.5 ANTITERRORISM (AT) LEVEL I TRAINING

1.6 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

1.7 SUSPICIOUS ACTIVITY REPORTING TRAINING (e.g. iWATCH, CorpsWatch, or See Something, Say Something)

1.8 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS

1.9 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.90 28 Page 1

SECTION 01 14 00.90 28 Page 2

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

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

This contract requires access to secured and restricted areas, sensitive information, or equipment. Secured area is considered any location where on-site work is performed by contractor personnel. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the project.

1.1 REFERENCES

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

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 52.222-54 Employment Eligibility Verification

FAR 22.18 Employment Eligibility Verification

Website for Federal Acquisition Regulation Supplement:

https://www.acquisition.gov/browse/index/far

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Antiterrorism (AT) Level I ; G, C

Suspicious Activity Reporting ; G, C

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

1.3 RESOURCES

The following resources are accessible from the Walla Walla District (NWW) Public Website:

https://www.nww.usace.army.mil/Business-With-Us/Contracting/AT-OPSEC-for-Contractors/

a. Antiterrorism (AT) Level I Training.

b. Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something).

SECTION 01 14 00.90 28 Page 3

c. E-Verify Program.

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

a. The security requirements described in this SECTION apply to all contractor personnel supporting the performance requirements of this contract. Contractor personnel includes employees of the prime Contractor ("Contractor") and all subcontractor employees. The Contractor is responsible for compliance with these security requirements. The Contracting Officer (KO) will address all questions that pertain to security matters.

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

All contractor personnel must complete initial training within 30 calendar days of contract Notice to Proceed , or the date new contractor personnel begin performance on the contract. Within five business days from the completion of training, the Contractor must submit written documentation of completed training to the KO. The document at i on shal l i ncl ude t he names of cont r act or per sonnel t r ai ned, and whi ch t r ai ni ng t hey compl et ed. The Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the KO.

c. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contractor personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures.

d. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable Walla Walla District (NWW) plans and procedures. This includes identifying mission essential and non-mission essential personnel.

e. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contractor personnel. The Contractor must ensure all contractor personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.5 ANTITERRORISM (AT) LEVEL I TRAINING

All contractor personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access must complete initial and annual refresher Antiterrorism (AT) Level I awareness training. Submit certificates of completion for each employee to the KO.

See paragraph RESOURCES for link to training.

1.6 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

a. All contractor personnel requiring physical access to a federal installation or facility must comply with the access control procedures of that location.

SECTION 01 14 00.90 28 Page 4

b. Contractor personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/ Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as "NCIC-III") and Terrorist Screening Database (commonly referred to as "TSDB").

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .