3c Spec.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

DREDGE MULTIPLE SITES (FY26)

ISSUED FOR CONSTRUCTION – MAY 2025

PSN: 29599163

AT

USCG SECTOR LONG ISLAND SOUND

USCG STATION JONES BEACH, FREEPORT, NASSAU COUNTY, NEW YORK

(CHILD PSN: 24016976)

USCG STATION SHINNECOCK, HAMPTON BAYS, SUFFOLK COUNTY, NEW YORK

(CHILD PSN: 24008351)

David J. Arpin, PE David C. Dill

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 MULTIPLE SITES (FY26) 29599163

USCG STA JB & SHINNECOCK, FREEPORT & HAMPTON BAYS, NY MAY 2025

i

SECTION 00 00 01

TABLE OF CONTENTS

PROJECT SPECIFICATIONS

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 32 – Exterior Improvements

32 92 19 Seeding

DIVISION 35 – Waterway and Marine Construction

35 20 23 Dredging

APPENDICES

Appendix A - Federal & State Permits STA Jones Beach STA Shinnecock

PROJECT DRAWINGS

G-001 COVER SHEET

G-002 LEGEND & ABBREVIATIONS

G-003 GENERAL NOTES

C-101 DREDGE PLAN AND SECTIONS – 1 (STA JONES BEACH)

C-102 DREDGE PLAN AND SECTIONS – 2 (STA SHINNECOCK)

C-501 STANDARD DETAILS

C-901 SITE PHOTOGRAPHS

--End of Section--ii

SECTION 01 11 00 Page 1 / 6

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 two (2) base bid items (BBIs) as summarized below. This summary is not an exhaustive list of all scope items, especially incidental work, and is intended to be a general summary only. Refer to the Drawing and these Specifications for additional information and details on the full project scope of work.

1.1.1.1 Base Bid Item #1

Provide all supervision, labor, equipment, and materials necessary to perform maintenance dredging of the boat basin and entrance channel at U.S.

Coast Guard STA Jones Beach. The dredge volume is estimated to be approximately 10,500 cubic yards (CY), with material consisting of silt and sand. The contractor shall complete work using mechanical dredging techniques to the horizontal and vertical limits shown on the Drawings. The contractor shall construct a confined dewatering facility (CDF) at the upland location shown to temporarily dewater dredged material. The CDF shall consist of a bermed, straw bale, and/or silt fence perimeter and include a pipe outlet sediment trap for return flow water and a stabilized construction access way. Once suitably dewatered, the contractor shall transport dredged material to a state-approved upland disposal facility. The Contractor is responsible for identifying and retaining a disposal facility to accept the dredged material for final disposal. After dredging is completed, the contractor shall dismantle the CDF and all other temporary facilities and restore the area to its previous condition and elevation and place loam and seed. The contractor shall complete all work in accordance with the contract documents and the Federal, State, and local regulatory permits received for the project. All in-water work shall be completed within the permitted October 1 to December 31 dredge window.

1.1.1.2 Base Bid Item #2

Provide all supervision, labor, equipment, and materials to perform maintenance dredging of the boat basin and entrance channel at U.S. Coast Guard STA Shinnecock. The dredge volume is estimated to be approximately 5,800 CY, with material consisting of silt and sand. The contractor shall complete work using mechanical dredging techniques to the horizontal and vertical limits shown on the Drawings. The contractor shall construct a CDF at the upland location shown to temporarily dewater dredged material. The CDF shall consist of a bermed, straw bale, and/or silt fence perimeter and include a pipe outlet sediment trap for return flow water and a stabilized construction access way. Once suitably dewatered, the contractor shall transport dredged material to a state-approved upland disposal facility. The Contractor is responsible for identifying and retaining a disposal facility to accept the dredged material for final disposal. After dredging is completed, the contractor shall dismantle the CDF and all other temporary

SECTION 01 11 00 Page 2 / 6 facilities and restore the area to its previous condition and elevation and place loam and seed. The contractor shall complete all work in accordance with the contract documents and the Federal, State, and local regulatory permits received for the project. All in-water work shall be completed within the permitted October 1 to December 31 dredge window.

1.2 PROJECT LOCATIONS

USCG Station Jones Beach 1 West End Boat Basin Freeport, NY 11520

USCG Station Shinnecock 100 Foster Avenue Hampton Bays, NY 11946

1.3 PROJECT POINTS OF CONTACT

1.3.1 Design Project Manager

David J. Arpin, P.E.

USCG Civil Engineering Unit Providence 475 Kilvert St, Suite 100, Warwick, RI 02886 Desk: 206-831-2082 David.J.Arpin@uscg.mil

1.3.2 Site Point of Contact

USCG STA Jones Beach MK1 Dominique M Panassah Engineering Petty Officer 1 West End Boat Basin Freeport, NY 11520 Desk: 516-785-2995 Mobile: 551-244-4109 Dominique.M.Panassah@uscg.mil

USCG STA Shinnecock MKC Francisco J. Comunidad Engineering Petty Officer 100 Foster Avenue Hampton Bays, NY 11946 Desk: 631-644-5194 Mobile: 602-615-5217 Francisco.J.Comunidad@uscg.mil

1.4 AVAILABILITY OF DIGITAL DRAWING FILES

The work is shown on drawings numbered P29599163. 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.

SECTION 01 11 00 Page 3 / 6

1.5 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.

1.6 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of any excavation. Verify the elevations of existing piping, utilities, and any type of submerged or underground obstruction not indicated or specified to be removed but indicated in locations to be dredged or altered for site access.

1.6.1 Notification Prior to Excavation

Notify Call Before You Dig and the KO at least 3 working days (72 hours) prior to starting excavation work. The KTR is responsible for locating and marking all utilities not shown on the Contract Drawings.

1.7 CONTINUITY OF SERVICES

USCG STA Jones Beach and USCG STA Shinnecock will remain active throughout the completion of this project. The proposed work shall be performed in a manner that minimizes interruptions to the facilities.

1.8 FEDERAL AND OTHER AUTHORITIES HAVING JURISDICTION

All work shall be in compliance with Federal, State, and local regulations and requirements.

1.9 DEFINITIONS

CONTRACT DOCUMENTS: This project specification, the contract drawings, and materials attached to, included by reference, and developed and approved by the government as part of the project.

CONTRACTOR QUALITY CONTROL (CQC) SYSTEM MANAGER: The Contractor’s individual within the onsite work organization who is responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. Refer to Section 01 45 00, QUALITY CONTROL for additional requirements.

COR: Contracting Officer Representative

EPO: STA Jones Beach/STA Shinnecock Engineering Petty Officer

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

SECTION 01 11 00 Page 4 / 6

INSPECTOR: The US Coast Guard representative that is responsible for the observation of construction activities to verify compliance with the project documents. The inspector may request that contractors provide manufacturer information of products being used during construction to assure that the construction documents are being complied with. The Coast Guard Construction Inspector may also inspect any materials that are on site as well as the installation to assure compliance with the construction and contract documents.

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.

SITE SAFETY AND HEALTH OFFICER (SSHO): The Contractor’s individual within the onsite work organization who is responsible for the implementation and administration of the safety program. Refer to Section 01 35 26, GOVERNMENTAL SAFETY REQUIREMENTS for additional requirements.

SUPERINTENDENT: Contractor’s on-site project supervisor responsible for overseeing all tradespersons and to assure that the construction is in compliance with the contract documents as well as assuring that all on-base regulations are followed. This person will also be the onsite point of contact for the KO and other Government personnel related to the project.

Refer to Section 01 30 00, ADMINSTRATIVE REQUIREMENTS for additional requirements.

1.10 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. For this project, the roles of Supervisor, CQC System Manager, and SSHO may be fulfilled by one individual, provided they meet the required qualifications.

SECTION 01 11 00 Page 5 / 6

1.11 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.

1.12 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.

1.12.1 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 to CEU Providence. The form will be provided to the KTR 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 SEC Long Island Sound Facility Engineer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

SECTION 01 11 00 Page 6 / 6

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.

b. USCG STA Jones Beach and USCG STA Shinnecock will remain in operation during the entire construction period. The KTR shall conduct his operations to cause the least possible interference with normal operations of the activity. USCG 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 December 24. 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 December 31.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing USCG STA Jones Beach and USCG STA Shinnecock 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 respective sites 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, USCG STA Jones Beach Engineering Petty Officer, and USCG STA Shinnecock Engineering Petty Officer.

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 (Appendix A).

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. Refer to Section 35 20 23, DREDGING for additional requirements and work restrictions.

SECTION 01 14 00 Page 2 / 4

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 KTR, 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 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.

SECTION 01 14 00 Page 3 / 4

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. Have available at all times to the SEC Long Island Sound Facility Engineer and SEC Long Island Sound Officer on Duty.

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-pooling off site will be required. Do not park on or block the marked fire lanes at any time.

--End of Section—

SECTION 01 14 00 Page 4 / 4

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 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.

1.3 SUPERVISION

1.3.1 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, QUALITY CONTROL, and the Site Safety and Health Officer (SSHO) as established in accordance with Section 01 35 26, GOVERNMENTAL SAFETY REQUIREMENTS. The Superintendent must have qualifications in accordance with those sections.

1.3.2 Minimum Communication Requirements

Have at least one qualified Superintendent, CQC System Manager, and SSHO, or competent alternates, capable of reading, writing, and conversing fluently

Section 01 30 00 Page 2 / 4 in the English language, on the job-site at all times during the performance of contract work.

1.3.3 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.

1.3.4 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.

1.3.4.1 Project Manager Qualifications

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.

1.3.4.2 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.

1.4 MEETINGS

1.4.1 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.

Subcontractors who will engage in the work shall also attend. The KTR will record and distribute the meeting minutes to each party present and to parties requiring information.

Section 01 30 00 Page 3 / 4

1.4.2 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) to advise of the work planned for the project and optimize communications with the construction team, USCG Project Managers, and unit personnel.

A schedule for these meetings will initially be established at the Pre- Construction Conference, with dates and times to be arranged for the mutual convenience of all, to the extent practical. 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.

1.4.2.1 Progress Meeting Minutes

Progress Meeting Minutes shall include the following:

a. Project Name, Meeting Date, and List of Attendees,

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

1.4.3 Attendees

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

1.5 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.

Section 01 30 00 Page 4 / 4

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

Not Used

-- End of Section --

Section 01 32 00 Page 1 / 6

SECTION 01 32 00

DESIGN & CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, SUBMITTAL

PROCEDURES.

1.1.1 SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

Provide the above submittals prior to the Project Kickoff Meeting.

1.2 DESIGN & CONSTRUCTION SCHEDULE AND SCHEDULE OF VALUES

At the Project Kick-Off Meeting, submit a Design & 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, and organized to facilitate progress payments as major portions of the Work are completed. 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. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

1.2.1 Schedule Contents

The Design & Construction Schedule and the Schedule of Values shall be incorporated into separate forms which clearly indicate the start and completion dates and unit value of all major work components. Include the following project specific items at a minimum for each project location:

1. Bonds

2. Pre-Construction Submittals

3. Pre-Dredge Hydrographic Surveys

4. Mobilization

5. Work Activities

a. Site Preparation/CDF

b. Dredge XX CY

c. Dispose XX CY

d. Site Restoration

6. Factors which Constitute Potential Interruptions to Station Operations

7. In-Progress Submittals

Section 01 32 00 Page 2 / 6

8. In-Progress Hydrographic Surveys

9. Post-Dredge Hydrographic Surveys and Dredge Quantity Computations

10. Final Government Inspection

11. Demobilization

12. Close-Out Submittals

1.2.1.1 Definitions

A. Pre-Construction Submittals: 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.

B. Mobilization: Mobilization is defined as having equipment AND having a physical presence of at least one person from the KTR's team on the jobsite.

C. Work Activities: The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per.

1.2.2 Format

The Design & Construction Schedule shall be provided in a horizontal Gantt-chart format and prepared using MS PROJECT or approved equal.

Include any constraints and work restrictions (e.g., exclusionary periods, holidays, government scheduled events, etc.), phasing, work performed by the government, staging of construction for major portions of the work, and milestones. Subdivide schedule into sufficient number of work activities to accurately display the work schedule, sequence of work, activity duration, and interdependence of each activity. Clearly show the activities of the critical path. The critical path is defined as the longest path.

The Schedule of Values shall be provided on the attached KTR’s Schedule of Values form.

Provide one (1) electronic copy of both the Construction Schedule and Schedule of Values in PDF format as well as one (1) electronic copy of the Construction Schedule in MS PROJECT format prior to the start of construction. Provide updated versions in accordance with paragraph Updated Schedules.

1.2.3 KTR Schedule Responsibilities

The Design & Construction Schedule and 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 and Schedule of Values

Section 01 32 00 Page 3 / 6 are the responsibility of the KTR. Payments will not be made until the schedule of prices has been submitted to and approved by the KO.

1.2.4 UPDATED SCHEDULES

Update the Design & Construction Schedule, Schedule of Values, and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring once the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of [2] years of experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification.

Representative must have a comprehensive knowledge of CPM scheduling principles and application. Qualifications shall be submitted upon request of the COR.

3.1 GENERAL REQUIREMENTS

3.1.1 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the KO directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the KO may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.2 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.2.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The KO will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.2.2 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement

Section 01 32 00 Page 4 / 6 activities are those with an anticipated procurement sequence of over 30 calendar days.

3.2.3 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State and/or Federal regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.2.4 Phase of Work

Assign Phase of Work to all activities. Examples of phase of work are procurement phase and construction phase.

3.2.5 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the KO. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

3.2.6 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the KO. Activity number and description changes are considered new activities and cannot be changed without KO approval.

3.2.7 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value.

3.2.8 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity.

3.3 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the KO in accordance with the contract provisions and clauses for approval within 10 days of a delay occurring.

Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.

3.3.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s).

Section 01 32 00 Page 5 / 6

3.3.2 Time Extension

The KO must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the KTR's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

3.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the KO may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

3.4.1 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the KO pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.

3.5 MODIFICATIONS

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and 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 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 6 / 6

29599163 STA Jones Beach May-25

5a 5b 5c Work Activities, Dispose 10,500 CY 5d

12 Close-Out Submittals

TOTAL COST: 0%-$

Project PSN:

In-Progress Submittals

Factors which Constitute Potential Interruptions to STA Operations

Post-Dredge Hydrographic Survey and Dredge Quantity Computations

In-Progress Hydrographic Survey

Pre-Construction Submittals

Work Activities, Site Restoration

Work Activities, Site Prep/CDF

Contractor Name & Address:

Estimated Cost Percentage of Total

Contract Cost

Final Government Inspection Demobilization -$

CONTRACTOR'S SCHEDULE OF VALUES

Bonds

Pre-Dredge Hydrographic Survey Mobilization

Work Activities, Dredge 10,500 CY

Contract Work Item

Project Title:

Task Order Number:

Project Location:

Issue/Date:

Contract Number:

SCHEDULE OF VALUES Page 1 of 2

29599163

STA SHINNECOCK

May-25

5a 5b 5c Work Activities, Dispose 5,800 CY 5d

12 Close-Out Submittals

Project Location:

CONTRACTOR'S SCHEDULE OF VALUES

Project Title: Contractor Name & Address:

Project PSN:

Issue/Date:

Contract Number:

Task Order Number:

Contract Work Item Estimated Cost Percentage of Total

Contract Cost

Bonds -$ Pre-Construction Submittals -$ Pre-Dredge Hydrographic Survey -$

Work Activities, Dredge 5,800 CY -$

Mobilization -$ Work Activities, Site Prep/CDF -$

Factors which Constitute Potential Interruptions to STA Operations -$ In-Progress Submittals -$ In-Progress Hydrographic Survey -$ Post-Dredge Hydrographic Survey and Dredge Quantity Computations -$ Final Government Inspection -$ Demobilization -$

TOTAL COST: -$ 0%

Work Activities, Site Restoration

SCHEDULE OF VALUES Page 2 of 2

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)

SD-01 Preconstruction Submittals

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 construction.

1.2 SUBMITTALS

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

SD-01 Preconstruction Submittals

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

SECTION 01 33 00 Page 6 / 8

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.