Specifications for P24014900.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

DREDGE ENTRANCE CHANNEL (FY26)

ISSUED FOR CONSTRUCTION – OCT 2025

PSN: 24014900

AT

USCG STATION EATONS NECK

NORTHPORT, SUFFOLK COUNTY, NEW YORK

LT Andrew P. Niedbala David C. Dill, PE

DESIGN PROJECT MANAGER DESIGN TEAM 1

SUPERVISOR

Michael P. Carosotto, PE

TECHNICAL DIRECTOR

by direction of the

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST, SUITE 100

WARWICK, RHODE ISLAND 02886

THIS PAGE INTENTIONALLY LEFT BLANK

DREDGE ENTRANCE CHANNEL (FY26) 24014900

USCG STA EATONS NECK, NORTHPORT, NY OCT 2025

i

SECTION 00 00 01

TABLE OF CONTENTS

DIVISION 01 – General Requirements

01 11 00 Summary of Work 01 14 00 Work Restrictions 01 30 00 Administrative Requirements 01 32 00 Construction Schedule/Schedule of Values Sample Schedule of Values 01 33 00 Submittal Procedures Submittal Register 01 35 26 Government Safety Requirements 01 45 00 Quality Control 01 57 19 Temporary Environmental Controls 01 77 00 Closeout Procedures

DIVISION 35 – Waterway and Marine Construction

35 20 23 Dredging

APPENDICES

Appendix A - Federal & State Permits

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SECTION 01 11 00 Page 1 / 4

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Summary of Work

The project includes one (1) Base Bid Item.

1.1.1.1 Base Bid Item #1

Provide all labor, equipment, and materials necessary to perform maintenance dredging of the Entrance Channel connecting the USCG STA Eatons Neck Boat Basin to Huntington Bay. The dredge quantity is estimated to be approximately 6,000 CY. Dredging shall be performed by mechanical means to the horizontal and vertical limits shown on the Drawings. Dewatering and final placement of the dredge material shall be at the Coast Guard Shoreline Disposal Area as shown on the Drawings. Material shall be placed uniformly along the disposal area and in accordance with the State and Federal Permits (Appendix A).

1.1.2 Location

The work is located at USCG Station Eatons Neck, Northport, Suffolk County, New York, approximately as indicated.

1.1.3 Drawings

1.1.3.1 The work is shown on drawings numbered P24014900.

1.2 AVAILABILITY OF DIGITAL DRAWING FILES

Drawings for the project have been prepared using AutoCAD. One set of the electronic files will be provided to the successful contractor for the sole purpose of facilitating the execution of the work specified, including preparation of shop drawings, coordination drawings, record drawings, and other submittals. The KTR shall field verify all information as required to successfully provide the work specified.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which are to remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the KO. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00 Page 2 / 4

1.4 DEFINITIONS

COR: Contracting Officer Representative

FURNISH: After submittal approval (when required), deliver specified materials, components, equipment, and/or systems to the project site and protect until installed.

INSTALL: Install at location indicated or approved; make ready for service as specified.

KO: Contracting Officer

KTR: Contractor

NEW: As used in these specifications, "new" is indicated for the convenience of the KTR. Unless the word "existing" is used as a qualifier, all devices, components, and equipment indicated shall be new from the manufacturer.

REMOVE AND DISPOSE: Completely remove materials, components, equipment, and/or systems identified; dispose of legally; repair remaining surfaces damaged as a result of removal.

REMOVE AND REINSTALL: Completely remove materials, components, equipment, and/or systems identified to allow for completion of specified work;

reinstall as specified afterwards.

REMOVE AND STOCKPILE: Completely remove materials, components, equipment, and/or systems identified; store and protect; and reinstall as specified.

SHALL: Mandatory.

1.5 SUPERVISION

Have at least one qualified Supervisor, Contractor Quality Control (CQC) System Manager, and Site Safety and Health Officer (SSHO) capable of reading, writing, and conversing fluently in the English language on the job site during working hours.

1.6 MEETINGS

The KTR shall attend the Pre-Construction Conference and Construction Progress Meetings with the KO, COR, USCG Construction Inspector, and other project personnel in accordance with the requirements specified herein.

1.7 INSPECTION

The KTR shall keep the KO or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.7.1 Contractor’s Daily Log

The KTR shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form

SECTION 01 11 00 Page 3 / 4 to CEU Providence. The form will be provided to the Contractor by the KO or COR. In the event that the Government Inspector is not on-site to receive the Daily Log, then the KTR shall deliver the Daily Log to the Officer-In- Charge at CG Station Eaton’s Neck.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

SECTION 01 11 00 Page 4 / 4

SECTION 01 14 00 Page 1 / 4

SECTION 01 14 00

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS AND WORK RESTRICTIONS

a. The work is subject to the scheduling requirements and work restrictions specified herein and in the State and Federal Permits issued for the work included in Appendix A. These include US Army Corps of Engineers (USACE) Permit NAN-2016-00301, and the New York State Department of Environmental Conservation (NYSDEC) permit 1-4726- 00545/00022.

b. USCG STA Eatons Neck will remain in operation during the entire construction period. The KTR shall conduct his operations so as to cause the least possible interference with normal operations of the activity. Station access to emergency response vessels and the ability to go underway shall be continuously maintained.

c. All dredging and disposal work shall be completed no later than March 24, 2026. In the event that the post-dredge survey indicates the specified dredge limits have not been met, the KTR shall use the remaining days left in the month to correct the deficiencies. No work is all allowed after March 31, 2026.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing USCG STA Eatons Neck operations. Identify on the construction schedule each factor which constitutes a potential disruption to operations.

e. The KTR shall have all materials, equipment, and personnel required to perform the work at the site prior to the commencement of work.

f. The KTR shall be responsible for obtaining approval to begin each phase of work in coordination with the COR and USCG Unit Officer in Charge

(OIC).

g. The KTR shall post the required permit signs in accordance with the permit requirements and have a copy of the Drawings, Specifications, and State and Federal Permits on site at all times.

h. The KTR shall be responsible for issuing the pre- and post-construction notifications required by the State and Federal Permits.

i. Conduct dredging operations so that navigation through the channel by Coast Guard vessels is possible at all times and any obstruction to the channel is minimized to the greatest extent possible. Relocate and secure dredging equipment away from the channel and areas of the mooring basin in use at the end of each work day.

j. All dredging and support equipment is prohibited from operating on upland areas adjacent to the channel.

SECTION 01 14 00 Page 2 / 4

k. Dredging and depositing material is restricted to mechanical methods.

Equipment shall have no less than the production capacity specified.

Dragline and hydraulic dredging and disposal methods are prohibited.

Dredging and disposal shall be performed using water-based equipment, except that spreading of the dredged material on the shoreline may be accomplished with land-based equipment.

l. Dredge material placement at the Coast Guard Shoreline Disposal Area shall be transported by barge. Upland transport of the dredge material through STA Eatons Neck or other upland routes is not permitted.

m. Land-based equipment for the use of spreading material at the Coast Guard Shoreline Disposal Area shall be transported via barge or other water based vessel. Upland access is prohibited.

n. Dredge material shall be placed uniformly along the entire length of the 800-foot-long ± Coast Guard Shoreline Disposal Area as shown on the Drawings. Note that barge access to the eastern half of the Coast Guard Shoreline Disposal Area is not possible due to shallow obstructions/boulders. Accordingly, placement of dredge material in this area shall be via upland transport from the barge-accessible western half of the Coast Guard Shoreline Disposal Area.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that KTR personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The KTR's equipment shall be conspicuously marked for identification.

1.2.1.1 No Smoking Policy

Smoking/Vaping (use of electronic nicotine delivery systems) of any kind is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The COR will identify designated smoking areas.

1.2.2 Regular Working Hours

Regular working hours shall consist of an 8 1/2 hour period, Monday through Saturday, excluding Government holidays, as established by the Contractor, and approved by the KO.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires KO approval. Make application 48 hours prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project

SECTION 01 14 00 Page 3 / 4 title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the KO.

1.2.4 Private Land

The KTR shall not enter or occupy private land outside of easements, except by written permission of the property owner. Furnish to the Government copies of all side agreements the KTR has with property owners to enter or occupy private lands.

1.2.5 Care and Protection of Property

The KTR shall be responsible for the preservation of all public and private property, and shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work on the part of the KTR, such property shall be restored by the KTR, at its expense, to a condition similar or equal to that existing before the damage was done, or it shall make good the damage in another manner acceptable to the Government.

1.3 SECURITY REQUIREMENTS

1.3.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the KTR and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists. Post the list prominently at the job site in a conspicuous location.

1.3.2 Employee List

The KTR shall provide to the KO, in writing, the names of two (2) designated representatives authorized to request personnel and vehicle passes for employees and subcontractor’s employees prior to commencement of work under this contract.

1.3.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.4 Areas Not Covered by Contract

The KTR will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the KO and the Officer-In-Charge of the facility.

1.3.5 KTR Vehicles and Equipment

KTR employee parking is prohibited on any wharfs and waterfront areas.

Construction-only vehicles may stop on the waterfront areas for 15 minutes for loading and unloading. An exception may be made for vehicles which are part of the equipment needed to do the required work. Up to three vehicles may be parked within the STA upland parking lot during working hours. Car-

SECTION 01 14 00 Page 4 / 4 pooling off site will be required. Do not park on or block the marked fire lanes at any time.

Do not operate on areas outside of the work area without permission. Keep vehicles and equipment off of the designated restricted surcharge loading area shown on the Drawings. Metal track construction vehicles are not allowed to operate or travel on any areas located outside of the disposal area. Utilize rubber tires or rubber track vehicles in these areas only.

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Section 01 30 00 Page 1 / 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

03/22

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health

Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

Government approval is required for submittals in accordance with Section 01

33 00 SUBMITTAL PROCEDURES:

1.2.1 SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

Submission and approval of the above submittals is required monthly during construction.

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the KTR unless otherwise directed by the KO. Submit with the monthly invoice one set of digital photographs via electronic means, cumulative of all photos to date.

Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each

Section 01 30 00 Page 2 / 4 file to indicate its location on the view location sketch. Also provide the view location sketch as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide Project Superintendent with a minimum of 10 years’ experience in construction with at least 5 of those years as a Superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate Superintendent are the same as for the Project Superintendent. The KO may request proof of the Superintendent's qualifications at any point in the project if the performance of the Superintendent is in question.

For this project, the Superintendent is permitted to also serve as the Contractor Quality Control (CQC) System Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, and the Site Safety and Health Officer (SSHO) as established in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, so long as the Superintendent meets the qualification requirements.

1.6.2 Minimum Communication Requirements

Have at least one qualified Superintendent, CQC System Manager, and SSHO, or competent alternates, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work.

1.6.3 Duties

The Project Superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The Superintendent is required to attend project meetings, safety meetings, and quality control meetings. The Superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Project Manager

Assign a Project Manager with the responsibility for the overall management of the project. The KO may request proof of the Project Manager's qualifications at any point in the project if the performance of the Project Manager is in question.

1.6.4.1 Project Manager Qualifications

Section 01 30 00 Page 3 / 4

The Project Manager must have a minimum 10 years’ experience as a Project Manager or Superintendent on projects of similar size and complexity. The Project Manager shall be capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work.

1.6.4.2 Non-Compliance Actions

The Project Superintendent and Project Manager are subject to removal by the KO for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the KO may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the KTR.

1.7 MEETINGS

1.7.1 Preconstruction Meeting Conference

Immediately after award, prior to commencing any work at the site, coordinate with the KO a time and place to meet for the Preconstruction Meeting. The meeting must take place within 30 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. KTR must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.2 Construction Progress Meetings

Construction Progress Meetings (aka 'Job Meetings') will be held on a regular basis in person or via video conference (e.g., MS TEAMS). The need for these meetings shall be at the discretion of the COR, but it is anticipated that initially, at a minimum, these meetings shall occur biweekly until all submittals are approved. Meetings may increase to weekly as the period for on-site construction approaches, and continue on a weekly basis until no longer required, at the discretion of the COR. The KTR will record and distribute the progress meeting minutes to each party present and to parties requiring information. Review progress since the last meeting. Review items of significance that could affect progress.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to KTR's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

1.7.2.1 Progress Meeting Minutes

Progress Meeting Minutes shall include the following:

a. Project Name, Meeting Date, and List of Attendees, Section 01 30 00 Page 4 / 4

b. Project Status(i.e. items On-Time/Ahead-of-Schedule/Behind-Schedule),

c. Submittal and RFI Status,

d. Previous Outstanding KTR Concerns/Issues

e. Previous Outstanding Government Concerns/Issues

f. Progress/Schedule

g. New KTR Concerns/Issues

h. New Government Concerns/Issues

1.7.3 Attendees

KTR attendees must include the Project Manager, Superintendent, SSHO, CQC System Manager and major subcontractors.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the KO a single (only one) e-mail address for electronic communications from the KO related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The KO may also use email to notify the KTR of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the KTR's responsibility to make timely distribution of all KO initiated e-mail with its own organization including field office(s).

Promptly notify the KO, in writing, of any changes to this email address.

Not Used

-- End of Section --

SECTION 01 32 00 Page 1 / 4

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values

1.2 CONSTRUCTION SCHEDULE

a. At the Pre-Construction Conference, submit a Construction Schedule and

Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the KO. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

b. Construction Schedule and Schedule of Values shall be incorporated into one form which clearly indicates the start and completion dates and unit value of all major work components. The sample form provided in this section may be used. Optional forms may be used provided they include at a minimum all information conveyed on the sample form.

c. Construction Schedule/Schedule of Values form shall incorporate at a minimum the following activities:

1. Bonds

2. Mobilization

3. Demobilization

4. Pre-Construction Submittals

5. Work Activities

6. In-Progress Submittals

7. Final Government Inspection

8. Close-Out Submittals

9. Pre/Post dredge survey and quantity computations

SECTION 01 32 00 Page 2 / 4

10. Factors which Constitute Potential Interruptions to Station Operations

d. Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. KTR shall annotate all such activities into the progress schedule with their forecasted time periods. These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

e. The value of all major work components within the project shall be identified on the Construction Schedule/Schedule of Values on a unit quantity and unit cost basis, e.g. number of square feet and cost per square foot of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

f. The Construction Schedule/Schedule of Values as approved by the

Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job.

Omissions and errors on the Construction Schedule/Schedule of Values are the responsibility of the KTR.

g. Payments will not be made until the schedule of prices has been submitted to and approved by the KO.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when the schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the KTR on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by KTR submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule/Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule

SECTION 01 32 00 Page 3 / 4 portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

--End of Section—

SECTION 01 32 00 Page 4 / 4

DREDGE ENTRANCE CHANNEL (FY26) 2401900

SECTION 01 33 00 Page 1 / 8

SECTION 01 33 00

SUBMITTAL PROCEDURES

GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals shall be presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

Submittals shall be classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals may also be grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data submitted by KTR prepared specifically for this contract by KTR, subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion(s) of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of the project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

Construction Progress Schedule

Submittal Register

Schedule of Values

Work Plan

Environmental Protection Plan

Pre-dredge Survey and Quantity Computations

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

SECTION 01 33 00 Page 2 / 8

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the KTR for integrating the product or system into the project.

Drawings prepared by or for the KTR to show how multiple systems and interdisciplinary work will be coordinated.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the KTR on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily checklists

Final acceptance test and operational test procedure

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Post-dredge survey and computation

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

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

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

SECTION 01 33 00 Page 3 / 8

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (a), (b), and (c) as delivered by the Government. Verify that all submittals required for the project are listed and add missing submittals. Complete the following on the register:

Column (d) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at the same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days.

Period of review for each re-submittal is the same as for initial submittal. Allow longer time periods where processing must be coordinated with subsequent submittals.

c. No time extensions shall be authorized because of the KTR’s failure to transmit submittals to the USCG sufficiently in advance of the work.

SECTION 01 33 00 Page 4 / 8

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.4.4.1 Considering Variations

Discussion with KO prior to submission, will help ensure that functional and quality requirements are met and minimize rejections and re-submittals.

When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver a written request to the KO, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to the Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, the KTR warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 KTR's Responsibilities

a. Determine and verify field measurements, materials, and field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the KO in accordance with the schedule on the approved Submittal Register, and to prevent delays in the work, delays to the Government, or delays to separate contractors.

c. Advise KO of variations, as required by paragraph entitled "Variations."

d. Correct and resubmit submittals as directed by the approving authority.

When resubmitting disapproved transmittals or transmittals noted for re-submittal, the KTR shall provide a copy of that previously submitted transmittal, including all reviewer comments, for use by the approving authority. Direct specific attention in writing or on resubmitted submittal to revisions not requested by the approving authority on previous submissions.

e. Furnish additional copies of submittals when requested by the KO.

SECTION 01 33 00 Page 5 / 8

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of the submittal.

1.4.6 Government Responsibilities

a. Note the date on which the submittal was received from the KTR on each Contract Item Approval Request Form.

b. Review each submittal and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with the contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with the contract documents.

f. Identify returned submittals with one of the actions defined in the paragraph entitled "Actions Possible" and with markings appropriate for the action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize the KTR to proceed with the work covered.

b. Submittals marked "approved" "see below" authorize the KTR to proceed with the work as noted provided the KTR takes no exception to the notations.

c. Submittals marked "disapproved" indicate that the submittal is incomplete or does not comply with the design concept or requirements of the contract documents and shall be resubmitted with the appropriate changes. No work shall proceed for this item until the re-submittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal electronically, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e.

samples), to the office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted via hard copy or on a CD. Transmit submittals with the transmittal form prescribed by the KO and standard for the project. The transmittal form shall identify the KTR, indicate the date of submittal, and include information prescribed by the transmittal form and required in the paragraph entitled "Identifying

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Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with the carbon copy transmittal form provided by the Government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic email submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

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

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

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with the submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

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

b. Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

c. Supplement the product data with material prepared for the project to satisfy the submittal requirements for which the product data does not exist. Identify this material as developed specifically for the project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

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d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify the materials and products for the work shown.

1.5.5 Format of Administrative Submittals

a. When the submittal includes a document which is to be used in the project or become part of the project record, other than as a submittal, do not apply the KTR's approval stamp to the document, but to a separate sheet accompanying document.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

When a hard copy submission is required, submit four copies of the submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with the quantity requirements specified for the product data.

1.6.3 Number of Copies of Administrative Submittals

Unless otherwise specified, submit administrative submittals in compliance with the quantity requirements specified for the product data.

PRODUCTS

EXECUTION

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SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

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PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or

Adjacent to Construction Sites

ASSE/SAFE Z359.0 (2012) Definitions and Nomenclature Used for

Fall Protection and Fall Arrest

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall

Arrest Systems, Subsystems and Components

ASSE/SAFE Z359.11 (2014) Safety Requirements for Full Body

Harnesses

ASSE/SAFE Z359.12 (2009) Connecting Components for Personal

Fall Arrest Systems

ASSE/SAFE Z359.13 (2013) Personal Energy Absorbers and Energy

Absorbing Lanyards

ASSE/SAFE Z359.14 (2014) Safety Requirements for Self-

Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSE/SAFE Z359.15 (2014) Safety Requirements for Single Anchor

Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSE/SAFE Z359.2 (2007) Minimum Requirements for a

Comprehensive Managed Fall Protection Program

ASSE/SAFE Z359.3 (2007) Safety Requirements for Positioning and Travel Restraint Systems

ASSE/SAFE Z359.4 (2013) Safety Requirements for Assisted-

Rescue and Self-Rescue Systems, Subsystems and Components

ASSE/SAFE Z359.6 (2009) Specifications and Design Requirements for Active Fall Protection Systems

ASSE/SAFE Z359.7 (2011) Qualification and Verification Testing of Fall Protection Products

Section 01 35 26 Page 2 / 24

ASSE/SAFE Z490.1 (2009) Criteria for Accepted Practices in

Safety, Health, and Environmental Training

ASME INTERNATIONAL (ASME)

ASME B30.20 (2013; INT Oct 2010 - May 2012) Below-the-

Hook Lifting Devices

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.26 (2015; INT Jun 2010 - Jun 2014) Rigging

Hardware

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.8 (2010) Floating Cranes and Floating Derricks

ASME B30.9 (2014; INT Feb 2011 - Nov 2013) Slings

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire

Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding

Construction, Alteration, and Demolition Operations

NFPA 306 (2014) Standard for Control of Gas Hazards on

Vessels

NFPA 51B (2014) Standard for Fire Prevention During

Welding, Cutting, and Other Hot Work

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013;

Errata 2 2013; AMD 3 2014; Errata 3-4 2014;

AMD 4-6 2014) National Electrical Code

NFPA 70E (2015; ERTA 1 2015) Standard for Electrical

Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.333 Selection and Use of Work Practices

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for

Construction

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29 CFR 1926.1400 Cranes and Derricks in Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.2 Competent Person, Confined Space

1.2.3 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Excavation/Trenching

A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with ASSE/SAFE Z359.0, who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

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1.2.6 Competent Person, Scaffolding

1.2.7 Competent Person (CP) Trainer

A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent Persons.

A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer must be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.

1.2.8 High Risk Activities

High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.

1.2.9 High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

1.2.10 Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).

1.2.11 Medical Treatment

Medical Treatment is treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

1.2.12 Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).

1.2.13 Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (i.e. ground or rail), the load's rigging path, the lift and rigging procedure.

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1.2.14 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.2.15 Qualified Person, Fall Protection (QP for FP)

A QP for FP is a person meeting the requirements of EM 385-1-1 Appendix Q, and ASSE/SAFE Z359.0, with a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, and evaluating and specifying fall protection and rescue systems.

1.2.16 Recordable Injuries or Illnesses

Recordable Injuries or Illnesses are any work-related injury or illness that results in:

a. Death, regardless of the time between the injury and death, or the length of the illness;

b. Days away from work (any time lost after day of injury/illness onset);

c. Restricted work;

d. Transfer to another job;

e. Medical treatment beyond first aid;

f. Loss of consciousness; or

g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (a) through (f) above.

1.2.17 USACE Property and Equipment

Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.

1.2.18 Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap

A LHE accident occurs when any one or more of the eight elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment; two-blocking;

overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs.