12.a. P3173693 Specifications.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

FINAL SUBMISSION

SPECIFICATIONS FOR

MAJOR M&R MMB, STA EATONS NECK

PROJECT NUMBER: 3173693

USCG STA EATONS NECK (NORTHPORT, NY)

Kerrie Green – Design Project Manager David Dill, PE – Design Branch Chief

M. P. CAROSOTTO, TECHNIAL DIRECTOR

BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST SUITE 100

WARWICK, RHODE ISLAND 02886

MAJOR M&R MMB PSN 3173693

USCG STA EATONS NECK JULY 2025

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 3/22 WORK RESTRICTIONS

01 30 00 03/22 ADMINISTRATIVE REQUIREMENTS

01 32 00 07/07 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 3/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 5/22 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 80 00 08/22 FACILITIES PREVENTATIVE MAINTENANCE

PROGRAM

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 85 00 11/18, CHG 1: 05/22 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 9: 08/24 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 51 33 08/24 METAL LADDERS

05 76 00 07/25 WROUGHT IRON RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 20 00 08/24 FINISH CARPENTRY

06 48 00 04/19 WOOD FRAMES

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 19 00 08/23 WATER REPELLENTS

07 21 16 08/23 MINERAL FIBER BLANKET INSULATION

07 31 13 08/16, CHG 2: 08/18 ASPHALT SHINGLES

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 46 33 08/16 WOOD SIDING

07 60 00 08/23 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/23 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

PROJECT TABLE OF CONTENTS Page 1

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 08/24 SUPPORTS FOR GYPSUM BOARD

09 29 00 08/24 GYPSUM BOARD

09 30 10 08/20 CERAMIC AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 08/20 INTERIOR SIGNAGE

10 28 13 08/20 TOILET ACCESSORIES

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 13 16 08/20 DRY PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 05/22, CHG 2: 08/24 COMMON PIPING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 53.00 20 02/10, CHG 3: 08/24 SPACE TEMPERATURE CONTROL SYSTEMS

23 23 00 08/21 REFRIGERANT PIPING

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 74 33 05/24 DEDICATED OUTDOOR AIR SYSTEMS (DOAS)

23 81 29 02/20 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

PROJECT TABLE OF CONTENTS Page 2

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

DIVISION 33 - UTILITIES

33 11 00 08/24 WATER UTILITY DISTRIBUTION PIPING

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project is defined by the Contract Documents and consists of all work, including all equipment, materials, labor and supervision necessary to repair the Multi Mission Building (MMB)located at the Eatons Neck, Northport, New York Coast Guard Station.

The project includes one (1) Base Bid Item (BBI) as summarized below.

BBI

The base bid includes all work identified in the drawings and specifications. The scope of work includes all work necessary to complete the major work tasks identified below and all ancillary tasks.

- Abatement of hazardous materials: lead based paint, paint containing lead, asbestos containing materials, and universal wastes. Comply with all local, state, national and OSHA regulations for safety procedures for abatement activities.

- Comply with all Buy America Acts.

- Other work as specified.

1. MMB

1.1 Remove and replace rotted areas of exterior wooden siding (and damaged sheathing/insulation).

1.2 Remove and replace all exterior doors and door frames except the watch tower door.

1.3 Remove and replace all interior doors, door frames, and hardware.

1.4 Patch/replace roof shingles as needed for areas impacted by other work.

1.5 Demolition of HVAC system including the air handling unit, associated condensing units and ducting throughout.

1.6 Demolition of the hydronic system including the oil-fired boiler, fin tube radiators and associated piping throughout.

1.7 Installation of an external Dedicated Outside Air System(DOAS) with concrete pad and associated ducting and picket fence.

1.8 Installation of four external VRF condensing units with concrete pad.

1.9 Remove the fire alarm system.

1.10 Remove and replace manual fire alarm systems with additional smoke detection and carbon monoxide detectors.

1.11 Provide complete sprinkler fire protection coverage.

1.12 Install fire protection monitoring/initiating connections for buildings to MMB.

1.13 Install a new water main to the basement and relocate fire suppression equipment in the basement.

1.14 Remove fire escape landings and stairs from second and third floor windows.

1.15 Repair foundation walls for leaks.

1.16 Replace portico roof, drainage, railings and posts.

1.17 Repair concrete porch deck.

SECTION 01 11 00 Page 1

1.18 Replace all finishes and fixtures in the bathrooms.

1.19 Remove and replace ceilings in kind unless otherwise specified on drawings.

1.20 Remove and replace all flooring/base trim.

1.21 Repaint the entirety of interior spaces.

1.22 Remove and replace all exterior lighting with LED and dark sky compliant fixtures.

1.23 Remove and replace all lighting control systems as identified on the drawing.

1.24 Furniture and equipment shall be moved and stored by the contractor, to the satisfaction of the COR. Items include furniture and equipment greater than 50 pounds. All equipment will be moved to a storage unit.

Furniture will be stored in an onsite storage unit, moved to the USCG's temporary facility on station, or placed in a dumpster as specified by COR and reinstalled after construction is complete.

1.25 Remove and replace public address system equipment and associate cabling.

1.26 Remove telecommunications system and replace cabling, connectivity, pathways, cable supports, racks, cabinets, and additional telecommunication rooms. Extend service to 2nd and 3rd level. Network switches, WIFI access points and telephone equipment by others.

1.27 Install a temporary conditioned outdoor telecommunications cabinet adjacent the MMB prior to renovation of the MMB. The cabinet is to be salvaged after the equipment has been removed.

1.28 Contractor to provide (1) Media Converter to connect Rescue21 system from temporary outdoor cabinet to station fiber optic cabling. Media Converter to support 1000MBPS ethernet transmission and be compatible with the fiber optic cable currently in place between the MMB and the BMF.

1.29 Relocation of the telecommunications equipment located in the basement of the MMB to the temporary telecommunications cabinet and subsequent reinstallation in the MMB is not included in the scope of this project and will be performed by others.

1.30 Remove and replace all gutters and downspouts.

2. BMF

2.1 Remove the fire alarm system.

2.2 Install fire protection monitoring/initiating connections to MMB.

2.3 Install underground cabling to the MMB to connect the generator for emergency power and to provide power for the MMB ERVS.

3. Galley

3.1 Remove the fire alarm system.

3.2 Install fire protection monitoring/initiating connections to MMB.

3.3 Replace communication cabling and means of support from MMB to galley.

4. UPH

4.1 Install manual fire alarm systems with additional smoke detection and carbon monoxide detectors

4.2 Install fire protection monitoring/initiating connections to MMB.

1.1.2 Availability of Digital Drawing Files

Drawings for the project have been prepared using AutoCAD. One set of the original files will be made available to the successful contractor for the sole purpose of facilitating the execution of the work specified, including preparation of shop drawings, coordination drawings, and other submittals, including Record Drawings.

SECTION 01 11 00 Page 2

The contractor must field verify all information as required to successfully provide the work specified.

1.1.3 Reference Drawings

Data contained on all electronic files provided by the Government shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

1.1.4 Location

The work is located at USCG Station Eatons Neck located on Northport, NY.

CG Station Eatons Neck 12 Lighthouse Rd Northport, NY

The exact location will be shown by the Contracting Officer.

1.2 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Drawing Files No. P21537131 Sheets 1 through 150

Drawings for the project have been prepared using AutoCAD. One set of the original files will be provided to the successful KTR 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. Refer to Section 01 77 00, CLOSEOUT SUBMITTALS, Paragraph SOURCE DRAWING FILES for limitation. The KTR shall field verify all information as required to successfully provide the work specified.

1.3 OCCUPANCY OF PREMISES

The MMB and UPH Building(s) will be unoccupied during the work under this Contract, however, the Galley and other Boat Maintenance Buildings will be operational. The station must retain the ability to perform operations during the construction period. Project phasing requirements identified in 01 14 00 are critical to avoiding operational impacts to the station.

Contractor is responsible for communicating schedules with the COR to minimize impacts to the ongoing operations.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

SECTION 01 11 00 Page 3

1.4 QUALITY ASSURANCE

1.4.1 Federal and Other Authorities Having Jurisdiction

All work must be in compliance with Federal, State of New York and local requirements.

1.4.2 Functional Performance Tests

Functional performance tests must be performed to confirm the equipment and systems perform in accordance with the project requirements and intent.

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 and conditions 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 must be in a condition equal to or better than that which existed before new work started.

1.6 LOCATION OF UNDERGROUND UTILITIES

1.6.1 Digging Permits

Obtain digging permits prior to start of excavation, pile driving, or any underground work,and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service 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 existing utility locations indicated on contract drawings, within area of work.

1.6.2 Ground Penetrating Radar Survey

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Upon completion, the Contractor is to update any available ICAM data files and supply to the COR as as-built drawings .

1.6.3 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. For this location, contact the local utility or Dig Safe

SECTION 01 11 00 Page 4

48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by the utility or Dig Safe.

1.7 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.

1.8 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.

1.9 DEFINITIONS

COR: Contracting Officer Representative

COORDINATE: To intergrate information from multiple disciplines to ensure no interferences.

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

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

KO: Contracting Officer

KTR: Contractor

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

PROVIDE: Furnish and Install.

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.

1.10 SUPERVISION

Contractor must 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. In addition, if a Quality

SECTION 01 11 00 Page 5

Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.11 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the contract for construction, safety program, preparation of the schedule of values, shop drawings, and other submittals, scheduling/programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.12 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.

1.13 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.

1.13.1 KTR'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 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.

1.14 CONSTRUCTION KICKOFF MEETING

After award of the contract, and when contracts for the major Sub-contractors listed below have been executed by the prime contractor, and prior to commencement of any work at the site, meet with the COR to discuss and develop a mutual understanding relative to work restrictions, safety requirements and temporary environmental controls, temporary facilities and controls, preparation of the project schedule, shop drawings, and other submittals, scheduling programming including phasing requirements, closeout procedures and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

The Contractor shall be prepared to discuss the following Pre-Construction Agenda Items:

a. Format for naming electronic files for electronic submittals (if not already promulgated)

b. Construction Schedule and project construction phasing(based on submittal prepared by Contractor)

c. Review Schedule of Values (based on submittal prepared by Contractor)

d. Anticipated periods when work will not be allowed

e. Protection of equipment

SECTION 01 11 00 Page 6

f. Review of storage areas to be made available to Contractor

g. Parking

h. Safety, security and access procedures

i. Operation & Maintenance Manuals

j. Training

k. Functional Performance Tests/ Operational Tests

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 manufacturere 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 conteractor shall, if s/he would

SECTION 01 11 00 Page 7 like to use a manfactuerer/model number othan than that specified, include a detailed submittal fully describing the item, including it's ability to meet or exceed the required salient characteristics of the specified equipment, with the bid materials submitted, as an alteranate manufacterer for evaluation as part of the bidding process. The contractor shall aslo fully bear any costs asociated with use of the alternate equipment or item, if approved (e.g., work by other trades, other modifications required to achieve project requirements). Equipment, components, items, products or system specified using the Brand Name or Equal method are listed below, along with associated specifcation section and location therein:

No. Item(s) Specification Section Title

Specification Section No.

Specification Section Paragraph or Drawing

DOAS-1 Basis of Design Aaon Model

RN-008-3-0-FBBC-S0-21-000-A

or equal

DEDICATED

OUTDOOR AIR

SYSTEMS (DOAS)

23 74 33 23 74 33

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

3/22

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The USCG Unit is an active USCG installation and will maintain continuous operation throughout the completion of this project.

Accordingly, the KTR shall not interfere with Unit operations or impede upland or water based access. Access to emergency response vessels and the ability to go underway shall be continuously maintained.

b. The KTR shall be responsible for obtaining approval to begin in coordination with the COR and USCG Unit.

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

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

e. Permission to interrupt any activity roads, 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.

f. The KTR shall identify on the construction schedule each factor which constitutes a potential interruption to Unit operations.

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

h. The temporary exterior data closet must be installed, have power available, and ready to receive communications equipment prior to demolition of the MMB. The twist lock receptacle must be installed at the Watchstanders location and ready to receive Rescue21 equipment prior to demolition of the MMB.

i. MMB staff will be temporarily relocated to the Galley and the BMF during construction. As part of pre-construction coordination, KTR will ensure CG's "CG one" (VPN hard line network) is activated at these temporary work locations and remains active throughout the construction period.

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Phasing Plan

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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

SECTION 01 14 00 Page 1 so and until cleared for such entry. Ensure all KTR equipment, including delivery vehicles and subcontractors equipment must be conspicuously personnel are clearly identified/marked withfor identification.

1.3.1.1 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.

1.3.1.2 Traffic Management

Construction activities, including deliveries, must be scheduled to avoid interfering with school bus traffic during the school year and the operation of farm equipment on the access road. Contractors are responsible for obtaining the school bus schedule and coordinating with the LLC regarding farm equipment movement. Deliveries are prohibited during school bus drop-off and pick-up times and should be coordinated with the LLC to minimize disruption to their operations.

All site workers must be explicitly informed that the construction site is located at the end of a road that passes through a working farm/residence and is adjacent to Coast Guard Family Housing at Station Eatons Neck. KTR is responsible for implementing all necessary precautions to ensure the safety of families (particularly children) at the housing area, and to avoid interfering with the agricultural operations of the farm. This includes, but is not limited to, adherence to speed limits on the access road, increased vigilance for pedestrians and farm equipment, traffic control measures, and securing the construction site to prevent unauthorized access.

1.3.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period between 7:00 AM and 3:30 PM established by the KO and Unit Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Submit request in writing to the Contracting Officer at least 2 full workingdays 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 must be lighted in a manner approved by the Contracting Officer.

1.3.4 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the occupied buildings without prior approval of the Contracting Officer.

SECTION 01 14 00 Page 2

The established 8-hour workday must consider the proximity of and potential noise impact on Coast Guard Family Housing at Station Eatons Neck. No noisy work is permitted before 0700 hours. All work must comply with applicable local noise ordinances and minimize disturbance to residents. The Contractor shall provide a plan for noise mitigation to the Contracting Officer for approval prior to commencement of work.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the buildings during the construction period.

Relocate movable furniture to the designated storage containers, protect the furniture, and replace the furniture in their original locations upon completion of the work.All movable furniture shall be inventoried and its existing condition documented (e.g. photographs) by KTR prior to relocation. Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

1.3.5 Unit Specific Requirements

Enter unit specific requirements as applicable (i.e. safety, gate opening restrictions, etc.)

1.3.5.1 Surcharge Load Restrictions

Enter load restrictions/pier loading restrictions as applicable

1.4 PROJECT PHASING REQUIREMENTS

USCG Station Eatons Neck provides critical first response support for maritime emergencies and law enforcement within its area of operation and responsibility. The work of this contract shall not compromise this support mission, interruption of continuity of services of utilities and other critical infrastructure, or other station operations, except as approved by the COR as specified. The Phasing requirements specified are an integral part of maintaining the required operational tempo of support operations, which peak during the Summer months.

The Contractor shall also take special care to protect the work and buildings as described elsewhere in the plans and specifications with regard to weather protection (see 01 50 00 at paragraph “TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS”), and restoration of its work and the site protection as soon as possible after major storm events, when USCG operations are often needed most (examples include tropical storms, hurricanes, and winter storms, including ice and wind storms).

To ensure that there is minimal interruption to station operations, the project has an extended mobilization period principly to allow for the removal of furniture like items within the Multi Mission Building to an onsite storage container or to the onsite USGC temporary facility and to establish a temporary exterior data closet intended for the relocation of the necessary communications equipment prior to construction start.

SECTION 01 14 00 Page 3

Establishing the temporary data closet prior to construction start is vital to maintaining the stations ability to communicate during emergencies and any communicaton outages, no matter how brief, are to be coordinated in advance with the COR.

Upon successful completion of the renovations in the Multi Mission Building, any outages associated with relocating the communications equipment back into the Multi Mission Building shall be coordinated in advance with the COR.

The project shall be phased to maintain station operations throughout the project duration. The work shall be sequenced and scheduled to minimize the impacts to operations and system outages. For instances when systems of surrounding buildings are impacted, temporary systems shall be provided as required to maintain heating, cooling, electrical, telecommunications systems, fueling systems, waterfront infrastructure, and potable water systems.

The Contractor shall submit a phasing plan indentifying the proposed approach to utlize a temporary external data closet and furniture removal, including sequences within each phase to complete the project requirements, including identification of temporary services/systems required in support of project execution.

1.5 CONSTRUCTION SCHEDULE

In addition to the information and the requirements of this specification section, refer to contract drawings, and specification Section 01 32 00 Project Schedule, which are provided to generally indicate the complexity and requirements for the manner in which work shall proceed. The Contractor shall provide a submittal for review and approval to the Government which details the Construction Schedule.

1.6 UTILITY CUTOVERS AND INTERRUPTIONS

The Contractor must submit notification of any utility cutover and interruption a minimum of 15 calendar days prior to the planned utility outage and/or cutover date.

a. Work conducted by the KTR shall provide the least possible interference to the activities of government personnel (e.g.

noise, vibrations, visual, etc.)

b. 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. Notification is to be provided 14 days in advance of communication interruptions.

c. 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.

d. 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.Such interruptions are further limited to 4 hours. This time limit includes time for

SECTION 01 14 00 Page 4 deactivation and reactivation. KTR shall provide temporary utility services necessary to maintain USCG Unit operations.

e. 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.

1.7 SECURITY REQUIREMENTS

1.7.1 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.

1.7.2 Employee List

The KTR shall provide, 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 to the KO.

1.7.3 Personnel Entry Approval

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

1.7.4 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by this contract, except by prior approval of the COR and Unit.

1.7.5 Contractor Parking

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 of 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 and in designated areas only as negotiated with the COR and Unit. Off base parking may be required. Metal tracked construction vehicles are not permitted on paved areas, utilize rubber tire or rubber tracked vehicles only.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 RELOCATION OF FURNITURE AND EQUIPMENT

After interior scope of work and locations are finalilzed and in support

SECTION 01 14 00 Page 5 of the Phasing Plan approved by the Coast Guard:

a. The Coast Guard will remove and relocate: personal items including books, loose tools weighing less than 50 lbs, small electronics such as computers, printers, display terminals and other telecommunication equipment with the exception of the communication euipment in the communication room which will be relocated and reinstalled by the USCG IT team.

b. All other materials shall be moved, stored, or disposed of by the conractor to the satisfaction of the COR. For bidding purposes, assume the furniture from eight (8)offices, six (6) bedrooms, and one (1) conference room will be stored. Assume one

(1) forty foot on site storage container. Items include furniture and equipment greater than 50 lbs such as: desks, chairs, file cabinets, credenzas, conference room tables and chairs, bed frames with mattresses, dressers, oversized chairs, and other office furniture and business machines.

Not used.

SECTION 01 14 00 Page 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

03/22

PART 1 GENERAL

1.1 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.

1.2 MEETINGS

1.2.1 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 15 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. KTR must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.2.2 Construction Progress Meetings

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

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

1.2.2.1 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, SECTION 01 30 00 Page 1

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

1.2.3 Attendees

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

1.3 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.

1.4 MOBILIZATION

KTR shall mobilize to the jobsite within 30 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the KTR's team on the jobsite.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 30 00 Page 2

SECTION 01 32 00

PROJECT SCHEDULE

07/07

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES::

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

1.2.1 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:

a. Bonds

b. Pre-Construction Submittals

c. Mobilization

d. Work Activities

e. Factors which Constitute Potential Interruptions to Unit Operations

f. Potential Interruptions to Unit Operations

g. Quality Control

h. In-Progress Submittals

i. Final Government Inspection

SECTION 01 32 00 Page 1

j. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

k. As-Built Drawings

l. Demobilization

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 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.

SECTION 01 32 00 Page 2

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.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Witholdings / 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 activities are those with an anticipated procurement sequence of over 60 calendar days.

SECTION 01 32 00 Page 3

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).

3.3.2 Time Extension

No time extension will be granted without KO approval of the Justification of Delay and time impact analysis. Approval will not be granted unless the

SECTION 01 32 00 Page 4 delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date.