12.a Attachment No. 1 - Specifications for PSN 12675124.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

MAJOR M&R MONTAUK SPRINGS HOUSING

ISSUED FOR CONSTRUCTION SUBMISSION

24 OCTOBER 2025

PSN: 12675124

AT

USCG SECTOR LONG ISLAND SOUND

MONTAUK SPRINGS HOUSING

EAST HAMPTON, NY 11937

(SUFFOLK COUNTY)

Kerrie H. Green David C. Dill, PE

DESIGN PROJECT MANAGER DESIGN TEAM 2 SUPERVISOR

_____Michael P. Carosotto, PE_____

TECHNICAL DIRECTOR

by direction of the

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

SEALS PAGE

MJ Project No. 1718.02

SEALS PAGE

Project Title: Montauk Springs Family Housing

Project Location: East Hampton, NY

Project Number: MJ 1718.02

Contract Number: 21521195

SEALS AND SIGNATURES OF DESIGN PROFESSIONALS OF RECORD

ARCHITECT’S SEAL

Registration Expires 073128

MEP ENGINEER’S SEAL

Registration Expires 073128

Registration Expires May 31, 2028Registration Expires October 31, 2026

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MAJOR M&R MONTAUK SPRINGS HOUSING P12675124

USCG CEU, PROVIDENCE, RHODE ISLAND 24 OCTOBER 2025

i

SECTION 00 00 01

TABLE OF CONTENTS

DIVISION 01 – General Requirements

01 11 00 Summary of Work

01 14 00 Work Restrictions

01 30 00 Administrative Requirements

01 32 00 Project Schedule

01 33 00 Submittal Procedures

01 35 26 Government Safety Requirements

01 45 00 Quality Control

01 50 00 Temporary Construction Facilities and Controls

01 57 19 Temporary Environmental Controls

01 77 00 Closeout Submittals

01 78 23 Operations and Maintenance Data

01 80 00 Facilities Preventative Maintenance Program

01 90 00 Rebates & Grant Requirements

DIVISION 02 – Existing Conditions

02 41 00 Demolition

DIVISION 03 – Concrete

03 42 13.00 10 Plant-Precast Concrete Products for Below Grade

Construction

DIVISION 05 – Metals

05 52 00 Metal Railings

DIVISION 06 – Woods, Plastics and Composites

06 10 00 Rough Carpentry

06 20 00 Finish Carpentry

06 61 16 Solid Surfacing Fabrications

DIVISION 07 – Thermal and Moisture Protection

07 21 16 Mineral Fiber Blanket Insulation

07 27 10 Building Air Barrier System

07 27 19.01 Self-Adhering Air Barriers

07 31 13 Asphalt Shingles

07 60 00 Flashing and Sheet Metal

07 92 00 Joint Sealants

DIVISION 08 – Openings

08 14 00 Wood Doors

DIVISION 09 – Finishes

09 29 00 Gypsum Board

09 30 10 Ceramic, Quarry, and Glass Tiling

09 64 29 Wood Strip and Plank Flooring

09 90 00 Paints and Coatings ii

DIVISION 10 – Specialties

10 28 13 Toilet Accessories

DIVISION 11 – Special Equipment

11 31 13 Electric Kitchen Equipment

DIVISION 12 – Furnishings

12 32 00 Manufactured Wood Casework

12 35 30.23 Bathroom Casework

DIVISION 22 – Plumbing

22 00 00 Plumbing, General Purpose

DIVISION 23 – HVAC

23 01 30.41 HVAC System Cleaning

23 03 00.00 20 Basic Mechanical Materials and Methods

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 00 Thermal Insulation for Mechanical Systems

23 11 20 Facility Gas Piping

23 23 00 Refrigerant Piping

23 30 00 HVAC Air Distribution

23 54 19 Propane Gas Fired Condensing Furnaces

23 81 00 Single Stage Heat Pumps

DIVISION 26 - Electrical

26 20 00 Interior Distribution System

26 51 00 Interior Lighting

DIVISION 31 – Earthwork

31 00 00 Earthwork

31 05 19.13 Geotextiles for Earthwork

31 11 00 Clearing and Grubbing

DIVISION 32 – Exterior Improvements

32 01 19.61 Sealing of Joints in Rigid Pavement

32 11 20 Base Course for Rigid and Subbase for Flexible Paving

32 12 16.16 Road-Mix Asphalt Paving

32 13 13.06 Portland Cement Concrete Pavement for Roads and Site

Facilities

32 16 19 Concrete Curbs and Sidewalks

32 31 13 Chain Link Fences and Gates

32 92 19 Seeding

DIVISION 33 – Utilities

33 11 00 Water Utility Distribution Piping

33 30 00 Sanitary Sewerage iii

APPENDICES

Appendix A – Soil Boring Test Results

Appendix B – Submittal Register

Appendix C – Hazardous Materials Report

--End of Section— iv

SECTION 01 11 00 Page 1 / 11

SECTION 01 11 00

SUMMARY OF WORK

03/22

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 17 single family standalone homes, and their properties, at USCG

Montauk Springs Family Housing (MSFHSG) as summarized below.

The project consists of one Base Bid Item (BBI) and two Optional Bid Items

(OBI#1 and OBI#2). The BBI encompasses all work detailed in the drawings and specifications, except for work designated as OBI.

The summary of work below provides a brief summary of the project scope.

Extent of work required shall be determined by all the contract documents including drawings and specifications.

1. Base Bid Items (BBI)

1.1. Execute Construction Phasing (BBI):

All work associated with construction phasing is Base Bid Work unless noted otherwise.

The construction phasing work at 20 Broadway is part of, and falls under, the scope of OBI#2.

This project will be executed in two construction phases to accommodate USCG occupancy needs.

• Phase I: Vacant units. Unrestricted contractor access.

Incremental completion allowed.

• Phase II: Occupied units. Requires relocation of all materials in each occupied unit to completed Phase I units. Contractor is responsible for all associated moving expenses and coordination.

Construction phasing designations for each property are based on current occupancy needs and are as indicated in the drawings.

Construction Phasing Designations

Phase I Phase II

26 Malone Street 4 Presidio Place

185 Hog Creek Road 76 Church Lane

42 Harbor Boulevard 27 Church Lane

SECTION 01 11 00 Page 2 / 11

Construction Phasing Designations

Phase I Phase II

45A Church Lane 3 Hildreth Place

4 Borden Place 4 Hildreth Place

4 Kings Court 3 Presidio Place

31 Church Lane 4 Higbee Place

23 Waterhole Road 20 Broadway Avenue (OBI#2)

6 Presidio Place (OBI#1)

Upon completion of Phase I units. The contractor is responsible for the relocation of all materials from Phase 2 units to completed Phase 1 units with the use of a professional mover. For bidding purposes contractor shall assume the following for each unit:

• Weight Limit: Maximum 15,000 lbs. of belongings per household (COR approval required for exceeding).

• Relocation Distance: Maximum 10 miles (COR approval required for exceeding)

• All tenant relocations must be coordinated with COR approval and involvement.

• Contractors must have adequate insurance coverage and supply a detailed relocation plan.

1.2. Replace Septic Systems (BBI – Phase I & Phase II):

This scope applies to all 17 properties and is BBI work.

This scope shall be completed in the construction Phase designated for each property.

Scope includes complete septic system replacement at each property. Removal and decommissioning of the existing septic system structures and leaching field. Provide new town approved low-nitrogen septic system including structures, piping, and precast concrete leaching pool.

1.3. 26 Malone Street Repairs & Improvements (BBI - Phase I):

Domestic water service lateral installation, well decommissioning, replacement of site features including driveway, walkways, and fencing, replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures, refinishing and replacement of hardwood flooring (2nd floor), and painting and patching throughout the interior.

1.4. 185 Hog Creek Road Repairs & Improvements (BBI – Phase I):

Domestic water service installation, well decommissioning, fencing, replacement of the HVAC system, new electrical devices

SECTION 01 11 00 Page 3 / 11 and wiring, new plumbing fixtures, new roof and gutter system, replacement of the exterior trim, new gable end exterior attic vents, replacement of kitchen and bathrooms’ finishes and fixtures, and painting and patching throughout the interior.

1.5. 42 Harbor Boulevard Repairs & Improvements (BBI – Phase I):

fencing, replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of 3 skylights, replacement of wood entry steps, adding code compliant railings to basement areaway, replacement of kitchen and bathrooms’ finishes and fixtures, and painting, patching and seam replacement for all interior wallboard.

1.6. 45A Church Lane Repairs & Improvements (BBI – Phase I):

replacement of site features including driveway, and fencing, replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures, refinishing and replacement of hardwood flooring, and painting and patching throughout the interior.

1.7. 4 Borden Place Repairs & Improvements (BBI – Phase I):

Replacement of site features including driveway, walkways, and and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of damaged subflooring, replacement of missing exterior wall insulation and wall board, replacement of kitchen and bathrooms’ finishes and fixtures, installing new hardwood flooring and refinishing existing hardwood flooring, replacement of all interior doors, new wall board, and painting and patching throughout the interior.

1.8. 4 Kings Court Repairs & Improvements (BBI – Phase I):

and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures, replacement and refinishing of hardwood flooring, and painting and patching throughout the interior.

1.9. 31 Church Lane Repairs & Improvements (BBI – Phase I):

fencing, replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulkhead door, replacement of kitchen and bathrooms’ finishes and fixtures, refinishing of hardwood

SECTION 01 11 00 Page 4 / 11

1.10. 23 Waterhole Road Repairs & Improvements (BBI – Phase I):

Well decommissioning, replacement of site features including driveway, and fencing, replacement of HVAC system, new roof and gutter system, and painting and patching throughout the interior.

1.11. 6 Presidio Place Repairs & Improvements (BBI – Phase I):

replacement of site features to support new septic system and water service line including driveway replacement. All other work at this address shall be associated with OBI#1.

1.12. 4 Presidio Place Repairs & Improvements (BBI – Phase II):

and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures, and painting and patching throughout the interior.

1.13. 76 Church Lane Repairs & Improvements (BBI – Phase II):

fencing, replacement of HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of kitchen finishes and fixtures, and painting and patching throughout the interior.

1.14. 27 Church Lane Repairs & Improvements (BBI – Phase II):

fence, replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures, refinishing of hardwood

1.15. 3 Hildreth Place Repairs & Improvements (BBI – Phase II):

Domestic well decommissioning, replacement of site features including driveway, walkways, and fencing, replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures, refinishing of hardwood flooring, and painting and patching

1.16. 4 Hildreth Place Repairs & Improvements (BBI – Phase II):

system, new electrical devices and wiring, new plumbing fixtures, SECTION 01 11 00 Page 5 / 11 new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures,

1.17. 3 Presidio Place Repairs & Improvements (BBI - Phase II):

system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures,

1.18. 4 Higbee Place Repairs & Improvements (BBI – Phase II):

system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures,

1.19. 20 Broadway Avenue Repairs & Improvements (BBI – Phase II):

Domestic well decommissioning. All other work at this address shall be associated with OBI#2.

2. OPTIONAL BID ITEM #1

2.1. 6 Presidio Place Repairs & Improvements (OBI #1 – Phase I)

Replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of basement bulk-head door, replacement of kitchen and bathrooms’ finishes and fixtures, replacement and refinishing of hardwood

Replacement of site features including walkway and fencing.

3. OPTIONAL BID Item #2

3.1. 20 Broadway Avenue Repairs & Improvements (OBI#2 – Phase II)

Replacement of the HVAC system, new electrical devices and wiring, new plumbing fixtures, new roof and gutter system, replacement of kitchen countertop, replacement of bathroom finishes and fixtures, refinishing of first floor hardwood flooring, replacement of second floor laminate flooring with hardwood flooring, and painting and patching throughout the interior.

1.1.2 Locations

USCG Sector Long Island Sound, Montauk Springs Housing, East Hampton, NY

11937. Refer to the above for exact list of properties included in the project.

SECTION 01 11 00 Page 6 / 11

The work shall be located at the above locations, approximately as indicated.

1.2 CONTRACT DRAWINGS

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

Sheets 1 through 203

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 specified work, 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 verify all information as required to successfully provide the work specified.

1.3 PERMITS

Obtain permits required for the construction of the project.

a. The following permits have been obtained by the Government:

(1) Suffolk County Department of Health Septic System Permit

b. The following permits will be obtained by the KTR prior to commencing work:

(1) Town of East Hampton Building Permit

(2) Town of East Hampton Limited Septic Registry

1.4 SPECIAL REQUIREMENTS

The USCG seeks to secure funding for the septic system replacement work through various grant programs offered by the Town of East Hampton, Suffolk

County and New York State. Applications for all funding opportunities have been completed and submitted. As part of the work, if funding is secured, the contractor shall be responsible for abiding by the grant funding requirements and coordinating for receipt of funds from the applicable agencies. All grant funding received for the project will be paid directly to the contractor and credited to the USCG via change order. The full cost of the septic system work shall be included in the contractor’s bid amount, exclusive of any anticipated grant funding. Specific administrative requirements associated with the anticipated grant programs are as follows.

1.4.1 TOWN OF EAST HAMPTON REQUEST FOR APPLICATIONS (RFA) FUNDING

The contractor is responsible for coordinating with the Town of East Hampton

(Town) to receive payments for all awarded Town allocated funding for the septic system work. The total grant amount to be provided by the Town will be determined by the contractor’s bid amount. Accordingly, the bid results are to be provided to the Town of East Hampton following contract award.

Invoices for the septic system work shall be provided to the Town for the portion of work that is to be paid for by the Town. Upon receipt of payment from the Town by the contractor, reimbursement will be made to the USCG via

SECTION 01 11 00 Page 7 / 11 change order. A Town approved installer shall be used for all work associated with the septic systems. Installers approved through the Town can be found on the Town of East Hampton Septic Incentive Program Approved

Vendor List, available on the Town’s website. Installers shall also appear on Suffolk County’s approved installer list, see sections 1.4.2 and 1.4.3 below for more information.

1.4.2 SUFFOLK COUNTY SEPTIC IMPROVEMENT PROGRAM (SIP)

The contractor is responsible for coordination with Suffolk County to receive payments for any secured funding for the septic system work through the Suffolk County Septic Improvement Program. Invoices for the septic system work shall be provided to Suffolk County for grant payments. Upon receipt of payment from the County by the contractor, reimbursement will be made to the USCG via change order. The installer completing all work associated with the septic systems shall be listed on Suffolk County’s approved list of installers, in addition to the Town’s. Installers approved through Suffolk County can be found on the document titled Suffolk County, NY- Septic Improvement Program – Approved List of SIP Installers, available on Suffolk County’s website.

1.4.3 NEW YORK STATE SEPTIC SYSTEM REPLACEMENT PROGRAM (SSRP)

The contractor is responsible for coordination with Suffolk County to receive payments for any secured funding for the septic system work through the New York State Septic System Replacement Program. Invoices for the septic system work shall be provided to Suffolk County for grant payments.

Upon receipt of payment from New York State by the contractor, reimbursement will be made to the USCG via change order. The installer completing all work associated with the septic systems shall be listed on Suffolk County’s approved list of installers, in addition to the Town’s. Installers approved through Suffolk County can be found on the document titled Suffolk County, NY- Septic Improvement Program – Approved List of SIP Installers, available on Suffolk County’s website.

1.5 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the KO. At the completion of operations, existing work 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, 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

SECTION 01 11 00 Page 8 / 11 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.

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 Town of East Hampton, Suffolk County Water Authority, Suffolk County Department of Health

Services Division of Environmental Quality.

1.8 SALVAGE MATERIAL AND EQUIPMENT

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

1.9 DEFINITIONS

COR: Contracting Officer Representative

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

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

KO: Contracting Officer

KTR: Contractor

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

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

SHALL: Mandatory.

SECTION 01 11 00 Page 9 / 11

1.10 SUPERVISION

Have at least one qualified Supervisor, Contractor Quality Control (CQC)

System Manager, and Site Safety and Health Officer (SSHO) capable of reading, writing, and conversing fluently in the English language on the job site during working hours. For this Contract, the Supervisor, CQC

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

1.11 MEETINGS

The KTR shall attend the Pre-Construction Conference and Construction

Progress Meetings with the KO, COR, USCG Construction Inspector, and other project personnel in accordance with the requirements specified herein.

1.12 INSPECTION

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

1.12.1 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.

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 at least one source.

However, given the impact on the construction schedule and need for

SECTION 01 11 00 Page 10 / 11 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, with the bid materials submitted, as an alternate manufacturer 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

Not used.

-- End of Section --

SECTION 01 11 00 Page 11 / 11

Section 01 14 00 Page 1 / 4

SECTION 01 14 00

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The USCG Montauk Springs Housing is an active USCG housing facility.

Accordingly, the KTR shall not interfere or impede access to occupied properties.

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

(CO).

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. Permission to interrupt any 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.

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

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

g. All HVAC work is to be completed between April 1st and October 31st.

There shall be no interruptions to the heating and cooling system between October 31st and April 1st lasting longer than one (1) hour.

h. All roof related work is to be completed between April 1st and October 31st.

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. Ensure all KTR equipment, including delivery vehicles and personnel, are clearly identified/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, 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.

Section 01 14 00 Page 2 / 4

1.2.2 Working Hours

Regular working hours shall consist of an 8 1/2-hour period established by the KO and Unit CO Monday through Friday, excluding Government holidays.

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 to inspect 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 of work outside regular hours. During periods of darkness, the different parts of the work must be lit in a manner approved by the KO.

1.2.4 Exclusionary Period

No work shall be performed during the period excluded in the project permits, if any, without the prior written approval of the KO. This period will not be considered part of the time allowed for the performance of the work.

1.2.5 Existing Buildings

The KTR shall be working in and around existing buildings. Do not enter the buildings without prior approval of the KO.

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 KO.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

Work conducted by the KTR shall provide the least possible interference with the activities of government personnel (e.g. noise, vibrations, visual, etc.)

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, and fire alarm systems 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 deactivation and reactivation. KTR shall provide temporary utility services necessary to maintain USCG Unit

Section 01 14 00 Page 3 / 4 operations. HVAC work must be completed between April 1st and October

30th.

1.3 SECURITY REQUIREMENTS

1.3.1 Subcontractors and Personnel Contacts

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

1.3.2 Employee List

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

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 COR and Unit

CO.

1.3.5 Parking

Do not park on or block any adjacent driveways or properties not included in this contract. Metal tracked construction vehicles are not permitted on paved areas, utilize rubber tire or rubber tracked vehicles only.

Not Used

3.1 Relocation of Furniture and USCG Personnel Personal Belongings

After completion of Phase I scope of work in support of the Phasing Plan approved by the Coast Guard:

The KTR will be responsible for relocating residents from the occupied Phase

II units into the newly renovated Phase I units as they become available after a certificate of occupancy is issued by the JHA. Following the complete vacancy of each individual Phase II unit, construction will begin at that property. The KTR is responsible for contracting with a professional moving company to move each household’s belongings.

a. The KTR is responsible for managing the entire relocation process with a professional moving company.

Section 01 14 00 Page 4 / 4

b. The weight limit on each household’s personal belongings is a maximum of

15,000 lbs. COR approval is needed to exceed the weight limit.

c. The relocation distance for each household is a maximum of 10 miles. COR approval is needed to exceed the relocation distance.

d. The professional moving company is responsible for full packing and unpacking services for each household that requires relocation.

e. COR approval is needed prior to communicating and coordinating relocation with USCG tenants. All initial contact with tenants will include a designated COR representative, virtually or in-person, to coordinate, schedule, and coordinate all moving and relocation logistics.

f. The KTR will provide adequate insurance coverage for the relocation process.

g. The KTR will submit a detailed relocation plan outlining procedures and protocols to execute the moving and relocation as outlined in the

Construction Phasing Plan.

Section 01 30 00 Page 1 / 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 projects where the Superintendent is permitted to also serve as the

Contractor Quality Control (CQC) System Manager as established in Section 01

45 00 QUALITY CONTROL, and the Site Safety and Health Officer (SSHO) as established in accordance with Section 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS, the Superintendent must have qualifications in accordance with those sections.

1.3.2 Minimum Communication Requirements

Have at least one qualified Superintendent, CQC System Manager, and SSHO, or competent alternates, capable of reading, writing, and conversing fluently in the English language, on the jobsite 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 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 of 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 jobsite 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 the 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 14 calendar days after the 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, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, 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.

1.4.2 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 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

Section 01 30 00 Page 3 / 4 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 such as text files, pdf files, and other similar formats. Within 10 days after the contract award, provide the KO with 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 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.

1.6 MOBILIZATION

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

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SECTION 01 32 00

PROJECT SCHEDULE

02/15

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 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 for Each Individual Property

d. Work Activities file:///C:/USERS/WJFORTNA/ONEDRIVE%20-%20UNITED%20STATES%20COAST%20GUARD/SPECSINTACTWD/Masters/UFGS/prntdata/Word/01%2033%2000.docx

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e. Quality Control

f. In-Progress Submittals

g. Final Government Inspection

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

i. As-Built Drawings

j. Demobilization for Each Individual Property

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 a 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

Section 01 32 00 Page 3 / 6 construction. Provide updated versions in accordance with the 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.

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 the request of the COR.

3.1 GENERAL REQUIREMENTS

3.1.2 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

Section 01 32 00 Page 4 / 6 limited to, the following characteristics and requirements to determine the 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.

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 workdays it will take to complete the activity.

3.3 REQUESTS FOR TIME EXTENSIONS

Provide a justification for 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.

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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 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 progress fall behind the approved project schedule…