3c Specifications 18362253.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

MAJOR M&R WATERFRONT (FY25 CPOP)

ISSUED FOR CONSTRUCTION � MAY 2025

PSN: 18362253

AT

USCG STA NEW YORK

STATEN ISLAND, RICHMOND COUNTY, NEW YORK

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

MAJOR M&R WATERFRONT (FY25 CPOP) 18362253

USCG STA NEW YORK, STATEN ISLAND, 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 01 33 00 Submittal Procedures Submittal Register 01 35 26 Government Safety Requirements 01 45 00 Quality Control 01 45 35 Special Inspections Statement of Special Inspections Schedule of Special Inspections 01 50 00 Temporary Construction Facilities and Controls 01 57 19 Temporary Environmental Controls 01 77 00 Closeout Procedures 01 78 23 Operations and Maintenance Data 01 80 00 Facilities Preventative Maintenance Program Ref 1: Sample Equipment Enrollment Form Ref 2: Sample Job Plan

DIVISION 02 � Existing Conditions

02 41 00 Demolition and Deconstruction

DIVISION 03 - Concrete

03 01 32 Concrete Rehabilitation for Civil Works 03 01 32.01 Epoxy Crack Injection 03 01 32.02 Methacrylate Flood Coat

DIVISION 05 - Metals

05 50 15 Civil Works Fabrication

DIVISION 06 � Woods, Plastics and Composites

06 13 33 Pier Timberwork

DIVISION 09 � Finishes

09 97 13.26 Coating of Steel Waterfront Structures

DIVISION 26 - Electrical

26 00 00.00 20 Basic Electrical Materials and Methods 26 05 19.00 10 Insulated Wire and Cable 26 27 29 Marina Electrical Work 26 42 13.00 20 Cathodic Protection by Galvanic Anodes ii

DIVISION 31 � Earthwork

31 62 19.15 Pile Encasements

DIVISION 32 � Exterior Improvements

32 01 19.61 Resealing of Joints in Rigid Pavement 32 31 13 Chain Link Fences

DIVISION 35 � Waterway and Marine Construction

35 51 13.00 20 Concrete Floating Pier for Small Craft

APPENDICES

Appendix A - Federal & State Permits

PROJECT DRAWINGS

G-001 COVER SHEET

G-002 LEGEND & ABBREVIATIONS

G-003 GENERAL NOTES

V-101 OVERALL WATERFRONT PLAN

CD101 MRG FLOATING DOCK DEMO PLAN

CD102 BOARDING FLOATING DOCK DEMO PLAN

CD103 SOUTH BREAKWATER DEMO PLAN

CD104 NORTH BREAKWATER DEMO PLAN

CD105 SOUTH PIER DEMO PLAN

CD106 SEAWALL DEMO PLAN

C-101 MRG FLOATING DOCK REPAIR/REPLACEMENT PLAN

C-102 BOARDING FLOATING DOCK REPAIR PLAN

C-103 SOUTH BREAKWATER REPAIR PLAN

C-104 NORTH BREAKWATER REPAIR PLAN

C-105 SOUTH PIER REPAIR PLAN

C-106 SEAWALL REPAIR PLAN

C-501 EROSION AND SEDIMENT CONTROL DETAILS

C-901 SITE PHOTOGRAPHS - 1

C-902 SITE PHOTOGRAPHS - 2

S-501 FLOATING DOCK DETAILS - 1

S-502 FLOATING DOCK DETAILS - 2

S-503 BREAKWATER REPAIR DETAILS � 1

S-504 BREAKWATER REPAIR DETAILS � 2

S-505 SOUTH PIER REPAIR DETAILS � 1

S-506 SOUTH PIER REPAIR DETAILS � 2

S-507 SEAWALL REPAIR DETAILS

E-501 ELECTRICAL DETAILS

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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, Base Bid & Optional Bid Items

The project includes one (1) Base Bid Item (BBI) and four (4) Optional Bid Items (OBIs) as summarized below. Any work that is not specified as being part of an OBI shall be included as part of the Base Bid scope.

The below 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 Specifications for additional information and details on the full project scope of work.

1.1.1.1 Base Bid Item #1

Replace Main Floating Dock: Replace the existing main floating dock with a new floating dock of the same size and footprint; remove and reinstall the existing shore tie electrical panel/stanchion and telephone box/stanchion on the replacement floating dock; replace the shore tie electrical lines and route through internal utility chases and pull boxes; and replace multiple steel pile guide frames.

Repair MRG Floating Dock Guide Piles: Recoat piles F1 through F17 and install sacrificial anodes on piles F1 through F11.

Repair Boarding Floating Dock Guide Piles: Recoat piles B1 through B5 and install sacrificial anodes on piles B1 through B5.

Repair South Breakwater: Replace deteriorated vertical timber facing boards (180 EA); recoat the steel support piles, pile connections, and steel framing; and install sacrificial anodes on the steel support piles and steel frames.

Repair North Breakwater: Replace deteriorated vertical timber facing boards (30 EA); recoat the steel support piles, pile connections, and steel framing; install sacrificial anodes on the steel support piles and steel frames; and repair the overhead lighting electrical line.

Repair South Pier: Install methacrylate flood coat on topside of deck;

repair concrete curb spall; repair concrete pile cap cracks and spalls;

replace support pile concrete encasements; and remove guide pile posts.

Seawall: Repair various cracks and spalls at the boat ramp return wall, north return wall, and curbs; repoint exposed stone masonry in north return wall; repair void in seaward face; reseal cap expansion joints; recoat the wale splice plates; install wale splice plate anchors; recoat the wale tie rods; and place riprap along toe area north of boat ramp.

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1.1.1.2 Optional Bid Item #1

Replace Floating Dock F: Replace the existing floating dock F with a new floating dock of the same size and footprint; and replace multiple steel pile guide frames.

1.1.1.3 Optional Bid Item #2

Replace Floating Docks A&B: Replace the existing floating docks A and B with new floating docks of the same size and footprint; remove and reinstall the existing shore ties/stanchions on the replacement floating docks; replace the shore tie electrical lines and route through internal utility chases and pull boxes; and replace multiple steel connection frames and steel pile guide frames.

1.1.1.4 Optional Bid Item #3

Replace MRG Floating Dock Gangway: Replace the gangway, upper support hinge, rollers, roller guide wear plate, and transition plate.

1.1.1.5 Optional Bid Item #4

Misc Site Repairs: Remove the boat hoist trolley crane from the south pier;

and replace the north fence end panel and end guard.

1.1.2 Phasing

Work on the floating docks, south breakwater, and boarding floating dock shall be performed in three (3) phases as shown on the Drawings. The STA New York vessels displaced during each phase will temporarily moor at the adjacent floating docks not included in the current phase. The KTR shall maintain upland access to the operational floating docks. The KTR shall also maintain clear access from the operational floating docks to the boat basin entrance for STA New York vessels at all times.

The remaining portions of work on the seawall, south breakwater, and north pier are not confined to the above phasing. Coordinate schedule for this work with the KO and Unit EPO.

1.1.3 Exclusionary Period

No work shall be performed during the following periods in order to avoid impacts to USCG STA New York support of the subject events. This period will not be considered part of the time allowed for the performance of the work.

a. September 7, 2025 to September 28, 2025 (United Nations General

Assembly);

b. July 3, 2026 to July 8, 2026 (NYC Fleet Week/US 250th birthday); and

c. September 6, 2026 to September 27, 2026 (United Nations General

Assembly).

In addition, full access to the Boarding Floating Dock and the adjacent boat ramp shall be provided during the listed exclusionary periods.

1.1.4 Location

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US Coast Guard Station New York 10 Search Lane Staten Island, NY 10305

1.2 CONTRACT DRAWINGS

Drawings for the project have been prepared using AutoCAD. One set of the original files will be provided to the successful contractor for the sole purpose of facilitating the execution of the work specified, including the preparation of shop drawings, coordination drawings, record drawings, and other submittals. The contractor 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 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 Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of any excavation, pile driving, or any underground work, and comply with installation requirements for locating and marking underground utilities. Contact Dig Safely New York a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. 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.

1.4.1 Notification Prior to Excavation

Notify 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.

1.5 FEDERAL AND OTHER AUTHORITIES HAVING JURISDICTION

All work shall be in compliance with Federal, State, and local regulations and requirements, including but not limited to the environmental regulatory permits received for this project.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Any items designated on the drawings for reuse, shall be carefully removed and stored in safe location on site for reinstallation as indicated in the Contract Documents, or directed by the COR.

1.7 DEFINITIONS

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COR: Contracting Officer Representative

EPO: Engineering Petty Officer (STA New York)

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.

KTR: Contractor

NEW: As used in these specifications, "new" is indicated for the convenience of the contractor. 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.

1.8 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 Contract, the Supervisor, CQC System Manager, and SSHO may be the same individual, provided that they possess the minimum qualifications required as specified herein.

1.9 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.

1.10 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.

1.10.1 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 and COR. The Government

SECTION 01 11 00 Page 5 / 6

Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form template will be provided to the KTR by the COR.

PART 2 PRODUCTS

2.1 BUY AMERICAN ACT COMPLIANCE

All equipment purchased by U.S. Government agencies must comply with the �Buy American Act� (BAA). In summary, this means that the equipment or systems installed must be made in the USA.

2.2 BASIS OF DESIGN; AND BRAND NAME OR EQUAL

In general, the federal government does not include the name of manufacturers or model numbers to specify various items, equipment, components or systems.

However, since equipment or other items of equal capacity is not necessarily available in the same arrangement, size or construction required for the specific use or application required, manufacturers' model numbers, figures or other "Brand Name" information or references are used in the Contract Documents for the convenience of the government and as a service to bidders, in order to generally identify features, performance and level of quality or materials to be provided. The information may appear in the specifications, on the drawings (in the form of drawing notes, schedules or other similar methods), or a combination of these methods.

Use of the name of a manufacturer in conjunction with the words "or equal" or "Design Basis" does not indicate a preference for this equipment, but rather that the government is not aware of all possible or acceptable sources of supply for the particular item but has located at least one source. However, given the impact on the construction schedule and need for coordination during that period, these two conditions have specific meanings relative to contract document requirements.

2.2.1 Basis of Design

Items specified without identifying a manufacturer or using "Design Basis" or "Basis of Design" may be proposed as part of the normal submittal process.

2.2.2 Brand Name or Equal

Items specified with the words "Brand Name or Equal" (information in square brackets may be a manufacturer plus model number or series of equipment) have been so specified because of their particular significance relative to successfully achieving design requirements and intent. When this specification method is used, the KTR shall, if s/he would like to use a manufacturer/model number other than that specified, include a detailed submittal fully describing the item, including its ability to meet or exceed the required salient characteristics of the specified equipment for evaluation as part of the bidding process. The KTR shall also fully bear any costs associated with use of the alternate equipment or item, if approved (e.g., work by other trades, other modifications required to achieve project requirements).

PART 3 EXECUTION

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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 in the Contract Documents and in the State and Federal regulatory permits provided in Appendix A.

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

c. USCG STA New York is an active USCG installation and will maintain continuous operation throughout the completion of this project.

Accordingly, the KTR shall conduct operations in a manner that will not interfere with Unit operations and will continually allow for USCG equipment and personnel access between upland and waterfront areas. Relocate and secure construction equipment at the end of each workday away from access ways in use. Access to emergency response vessels and the ability to go underway shall be continuously maintained.

d. No work shall be performed during the following periods in order to avoid impacts to USCG STA New York support of the subject events.

This period will not be considered part of the time allowed for the performance of the work.

i. September 7, 2025 to September 28, 2025 (United Nations General

Assembly);

ii. July 3, 2026 to July 8, 2026 (NYC Fleet Week/US 250th birthday);

and

iii. September 6, 2026 to September 27, 2026 (United Nations General

Assembly).

In addition, full access to the Boarding Floating Dock and the adjacent boat ramp shall be provided during the listed exclusionary periods.

e. Design, approval, fabrication, and delivery of the floating docks, float connection frames, pile guide frames, steel coating removal and coating system, timber facing boards, sacrificial anodes, concrete repair material, and all required items and materials shall be completed by the Contractor prior to the commencement of work.

f. Work on the floating docks, south breakwater, and boarding floating dock shall be performed in three (3) phases as shown on the Drawings.

The STA New York vessels displaced during each phase will temporarily moor at the adjacent floating docks not included in the current phase. The KTR shall maintain upland access to the operational floating docks. The KTR shall also maintain clear access from the operational floating docks to the boat basin entrance for STA New York vessels at all times. The remaining portions of work on the seawall, south breakwater, and north pier are not confined to the above phasing. Coordinate schedule for this work with the KO and Unit

EPO.

SECTION 01 14 00 Page 2 / 4

g. The KTR shall be responsible for obtaining approval to begin each portion of work in coordination with the COR and Unit EPO.

h. Areas of the facility not under construction shall remain in operation during construction. Keep all construction activities and personnel clear of facility operations.

i. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations and construction work at the STA. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

j. Permission to interrupt any activity roads, channels, parking areas, storage areas, access, and/or utility service shall be requested in writing a minimum of 2 calendar days prior to the desired date of interruption.

k. The Contractor shall identify on the construction schedule each factor which constitutes a potential interruption to Station operations.

l. The KTR shall give proper notification to the USCG when operations shall interfere with USCG equipment access to the waterfront piers and floats. Permission to interrupt any activity roads, channels, parking areas, storage areas, access, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.2 KTR 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 not 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 established by the KO Monday through Friday, excluding Government holidays.

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1.2.3 Work Outside Regular Hours

Work outside regular working hours requires KO approval. Submit request in writing to the KO at least 2 full working days 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 KO may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the KO.

1.2.4 Exclusionary Period

No work shall be performed from September 7, 2025 to September 28, 2025 and September 6, 2026 to September 27, 2026 in order to avoid impacts to USCG STA New York support of the United Nations General Assembly. This period will not be considered part of the time allowed for the performance of the work.

1.2.5 Occupied and Existing Buildings

The KTR shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the KO.

1.2.6 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless otherwise directed by the KO. Submit request in writing to the KO at least 10 full working days prior to such work. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, prior to interrupting existing service. Test new utility lines as applicable prior to interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant the paragraph WORK OUTSIDE

REGULAR HOURS.

d. Operation of USCG Unit Utilities: The KTR must not operate nor disturb the setting of control devices in the USCG Unit utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The KTR must notify the KO giving reasonable advance notice when such operation is required.

1.2.7 Unit Specific Requirements

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

SECTION 01 14 00 Page 4 / 4 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

Prohibited on any piers and waterfront areas. Do not park on or block the marked fire lanes at any time. Vehicles may stop on the piers or 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 and are attached or connected to the pier or ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment. Pier weight limits are never to be exceeded under any circumstances. Parking for workers shall be limited to 3 spaces and within the Contractor�s Staging Area only. Off base parking may be required. Metal tracked construction vehicles are not permitted on paved areas, utilize rubber tire or rubber tracked vehicles only.

3.1 SEQUENCE OF WORK

The Contractor shall refer to the suggested construction sequencing shown in the Drawings for phasing of the work activities under this Project. The Contractor shall provide their intended sequence of construction of the work activities in the �Construction Schedule� which shall be prepared and submitted in accordance with Specification Section 01 32 00, CONSTRUCTION

SCHEDULE/SCHEDULE OF VALUES.

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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

1.2 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 52.228-5, Insurance- Work on a Government Installation, 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 00.00 10 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 in the English language, on the job-site at all times during the performance of contract work.

1.3.3 Duties

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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.

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). The need for these meetings shall be at the discretion of the COR, but it is anticipated that

Section 01 30 00 Page 3 / 4 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.

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.

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SECTION 01 32 00

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

Approval of the above submittals is required prior to the start of construction.

1.2 CONSTRUCTION SCHEDULE AND SCHEDULE OF VALUES

At the Preconstruction 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, 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 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:

1. Bonds

2. Pre-Construction Submittals

3. Mobilization

4. Work Activities:

A. Replace Main Floating Dock (Phase 1&2) B. Replace Floating Dock F (OBI 1) (Phase 2) C. Replace Floating Docks A&B (OBI 2) (Phase 1) D. Replace Gangway (OBI 3) (Phase 2) E. Repair MRG Floating Dock Guide Piles (Phase 1&2) F. Repair Boarding Floating Dock Guide Piles (Phase 3) G. Repair South Breakwater (Phase 1&2) H. Repair North Breakwater I. Repair South Pier J. Repair Seawall K. Remove Boat Hoist Trolley Crane, Repair North Fence (OBI 4)

Section 01 32 00 Page 2 / 6

5. Factors which Constitute Potential Interruptions to Unit Operations

6. In-Progress Submittals

7. Final Government Inspection

8. Demobilization

9. 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 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 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 values has been submitted to and approved by the KO.

1.2.4 UPDATED SCHEDULES

Update the 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.

Section 01 32 00 Page 6 / 6

MAJOR M&R WATERFRONT (F

18362253

STA NEW YORK

May-25

4A Replace Main Floating Dock (Phase 1&2)

4B

4C

4D

4E

4F

4G

4H Repair North Breakwater

4I Repair South Pier

4J

4K

6 In-Progress Submittals

7 Final Government Inspection

8 Demobilization

9 Close-Out Submittals

Contractor's Schedule of Values

Bonds

Pre-Construction Submittals

Mobilization

Work Activities

Factors which Constitute Potential Interruptions to Unit Operations

Contract Work Item

Project Title:

Task Order Number:

Project Location:

Issue/Date:

Contractor Name & Address:

Contract Number:

Project PSN:

Estimated Cost Percentage of Total

Contract Cost

-$ TOTAL COST:

0%

Remove Boat Hoist Trolley Crane, Repair North Fence (OBI 4) -$

Replace Floating Dock A&B (OBI 2) (Phase 1)

Replace Floating Dock F (OBI 1) (Phase 2)

Replace Gangway (OBI 3) (Phase 2)

Repair Seawall

Repair MRG Floating Dock Guide Piles (Phase 1&2)

Repair South Breakwater (Phase 1&2) Repair Boarding Floating Dock Guide Piles (Phase 3)

MAJOR M&R WATERFRONT (FY 25 CPOP) 18362253

SECTION 01 33 00 Page 1 / 10

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 Contractor prepared specifically for this contract by Contractor, 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. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to the portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. 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 Health and Safety Plan Work Plan Quality Control (QC) Plan Environmental Protection Plan

SD-02 Shop Drawings

SECTION 01 33 00 Page 2 / 10

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

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

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

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions, and brochures illustrating size, physical appearance, and other characteristics of materials, systems, or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment, or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer�s standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuing work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-05 Design Data

Design calculations, mix designs, analyses, or other data pertaining to a part of the work.

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 Contractor 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.

SECTION 01 33 00 Page 3 / 10

Investigation reports

Daily checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system, or material attesting that product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer, or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer�s Instructions

Preprinted material describing the installation of a product, system, or material, including special notices and Material Safety Data Sheets concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results;

and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment.

This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance, and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual…