P1514 Shoot House - Specifications Volume 1.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

P-1514 Shoot House 1715334 Camp Lejeune, North Carolina

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 22 DESIGN, PROCUREMENT AND INSTALLATION

OF FURNITURE, FIXTURES AND EQUIPMENT

01 30 02.00 22 07/22 DESIGN, PROCUREMENT, AND INSTALLATION

OF AUDIOVISUAL EQUIPMENT

01 31 23.13 20 05/17, CHG 8: 02/23 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

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

01 78 24.00 20 11/22 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 78 30.00 22 03/22 GIS DATA DELIVERABLES

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 08/22 DEMOLITION

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

02 83 00 11/18 LEAD REMEDIATION

02 84 16 11/22 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

PROJECT TABLE OF CONTENTS Page 1

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

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

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

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

DI VI SI ON 09 - FI NI SHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 51 00 08/20 ACOUSTICAL CEILINGS

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

09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL PANELS

09 90 00 02/21 PAINTS AND COATINGS

09 97 13.27 02/21, CHG 1: 08/22 HIGH PERFORMANCE COATING FOR STEEL

STRUCTURES

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 08/20 INTERIOR SIGNAGE

10 26 00 08/20 WALL AND DOOR PROTECTION

10 44 16 11/19 FIRE EXTINGUISHERS

DI VI SI ON 11 - EQUI PMENT

11 67 23 BALLISTIC MODULAR SHOOT HOUSE

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 08/20, CHG 1: 02/21 METAL BUILDING SYSTEMS

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

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

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

23 35 19.00 20 02/10, CHG 2: 08/18 INDUSTRIAL VENTILATION AND EXHAUST

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

PROJECT TABLE OF CONTENTS Page 2

25 05 11 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - UTILITY METERING

CONTROL SYSTEM

DI VI SI ON 26 - ELECTRI CAL

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

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

26 56 00 08/21 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 04/22 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM (MCBCL)

DI VI SI ON 31 - EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 AGGREGATE BASE COURSE

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 15 00 05/17 AGGREGATE SURFACING

32 31 13 11/21 CHAIN LINK FENCES AND GATES

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 40 00 11/21 STORMWATER UTILITIES

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 08/22 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

APPENDIX - Geotechnical Report

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NAVFAC_ SHEET NAME

NUMBER NUMBER

GENERAL

G-001 1288418 COVER SHEET

GI001 1288419 SHEET INDEX

GI002 1288420 BUILDING CODE SUMMARY

GI101 1288421 FIRST FLOOR LIFE SAFETY PLAN

GI102 1288422 OBSERVATION WALKWAY LEVEL LIFE SAFETY PLAN

GI103 1288423 CODE COMPLIANCE SITE PLAN

HAZMAT

H-101 1288424 SITE LOCATION PLAN - HAZMAT REMOVAL GENERAL NOTES AND

PHOTOGRAPHS

CIVIL

C-001 1288425 GENERAL NOTES LEGEND AND ABBREVIATIONS

V-101 1288426 EXISTING CONDITIONS PLAN

B-101 1288427 BORING LOCATION PLAN

B-102 1288428 BORING LOGS

B-103 1288429 BORING LOGS

B-104 1288430 LABORATORY DATA TABLES

B-105 1288431 GEOPHYSICAL SURVEY

CD101 1288432 SITE DEMOLITION PLAN

CS101 1288433 SITE PLAN

CS501 1288434 SITE DETAILS

CS502 1288435 SITE DETAILS

CG101 1288436 GRADING AND DRAINAGE PLAN

CG201 1288437 DRY POND DETAILS

CG202 1288438 DRY POND DETAILS

CG501 1288439 STORMWATER DETAILS

CG502 1288440 STORMWATER DETAILS

CG503 1288441 STORMWATER DETAILS

CH101 1288442 HORIZONTAL CONTROL PLAN

CH102 1288443 HORIZONTAL CONTROL POINT TABLE

CU101 1288444 UTILITY PLAN

CU501 1288445 SITE UTILITY DETAILS

CU502 1288446 SITE UTILITY DETAILS

CU503 1288447 SITE UTILITY DETAILS

CE101 1288448 EROSION AND SEDIMENT CONTROL PLAN

CE102 1288449 EROSION AND SEDIMENT CONTROL PLAN

DOCUMENT 00 01 15 Page 1

CE501 1288450 EROSION AND SEDIMENT CONTROL DETAILS

CE502 1288451 EROSION AND SEDIMENT CONTROL DETAILS

CE503 1288452 EROSION AND SEDIMENT CONTROL DETAILS

CE504 1288453 EROSION AND SEDIMENT CONTROL DETAILS

CE505 1288454 EROSION AND SEDIMENT CONTROL DETAILS

LANDSCAPE

LP101 1288455 LANDSCAPE PLAN

L-501 1288456 LANDSCAPE SCHEDULE & DETAILS

STRUCTURAL

S-001 1288457 STRUCTURAL GENERAL NOTES LEGEND AND ABBREVIATIONS

S-002 1288458 STRUCTURAL GENERAL NOTES

S-003 1288459 STRUCTURAL ABBREVIATIONS LEGEND AND NOTES

SB101 1288460 FOUNDATION PLAN

SB301 1288461 FOUNDATION SECTIONS

SB501 1288462 TYPICAL FOUNDATION DETAILS AND SCHEDULES

SB502 1288463 TYPICAL FOUNDATION/SLAB DETAILS

SF101 1288464 OBSERVATION WALKWAY PLAN

SF102 1288465 ROOF FRAMING PLAN

SF301 1288466 FRAMING SECTIONS AND ELEVATIONS

SF501 1288467 TYPICAL FRAMING DETAILS

ARCHITECTURAL

A-001 1288468 ARCHITECTURAL LEGEND NOTES AND ABBREVIATIONS

A-002 1288469 AIR BARRIER PLAN AND SECTION

AE101 1288470 OVERALL GROUND LEVEL PLAN

AE102 1288471 AFTER ACTION FLOOR PLAN

AE103 1288472 SHOOT HOUSE PLAN

AE104 1288473 OBSERVATION WALKWAY LEVEL PLAN

AE105 1288474 ROOF PLANS

AE111 1288475 FIRST FLOOR REFLECTED CEILING PLAN

AE201 1288476 EXTERIOR ELEVATIONS - AFTER ACTION

AE202 1288477 EXTERIOR ELEVATIONS - SHOOT HOUSE

AE203 1288478 EXTERIOR ELEVATIONS - SHOOT HOUSE

AE301 1288479 BUILDING SECTIONS

AE311 1288480 WALL SECTIONS - AFTER ACTION & PAVILION

AE312 1288481 WALL SECTIONS - SHOOT HOUSE

AE401 1288482 STAIR PLANS AND SECTIONS

AE402 1288483 STAIR & WALKWAY DETAILS

AE403 1288484 BALLISTIC PANEL DETAILS

AE404 1288485 BREACH BARRIER PLANS & DETAILS

AE501 1288486 PLAN DETAILS - AFTER ACTION

AE502 1288487 DETAILS - AFTER ACTION & PAVILION

AE503 1288488 DETAILS - SHOOT HOUSE

AE601 1288489 DOOR / FRAME TYPES AND DOOR SCHEDULE

INTERIORS

AF601 1288490 FINISH LEGEND AND SCHEDULE AND SIGNAGE DETAILS

IF101 1288491 FURNITURE FLOOR PLAN

MECHANICAL

M-001 1288492 MECHANICAL LEGEND

MH101 1288493 MECHANICAL FLOOR PLAN

M-301 1288494 SECTIONS

M-401 1288495 3D VIEW

M-501 1288496 DETAILS

M-601 1288497 SCHEDULES

DOCUMENT 00 01 15 Page 2

ELECTRICAL

E-001 1288498 ELECTRICAL LEGEND NOTES AND ABBREVIATIONS

ED101 1288499 ELECTRICAL SITE DEMOLITION PLAN

ES101 1288500 ELECTRICAL SITE PLAN

ES501 1288501 SITE DETAILS

EG101 1288502 LIGHTNING PROTECTION PLAN

EG501 1288503 LIGHTNING PROTECTION DETAILS

EL101 1288504 AFTER ACTION LIGHTING PLAN

EL102 1288505 SHOOT HOUSE LIGHTING PLAN

EL103 1288506 OBSERVATION WALKWAY LIGHTING PLAN

EL501 1288507 LIGHTING FIXTURE DETAILS

EL601 1288508 LIGHTING FIXTURE SCHEDULE

EP101 1288509 AFTER ACTION POWER PLAN

EP102 1288510 SHOOT HOUSE POWER PLAN

EP103 1288511 OBSERVATION WALKWAY POWER PLAN

EP501 1288512 POWER DETAILS

EP601 1288513 EQUIPMENT CONNECTION SCHEDULE & PANELBOARD SCHEDULES

EP701 1288514 POWER RISER DIAGRAM

TELECOM

ET101 1288515 FIRST FLOOR TELECOM PLAN

ET102 1288516 OBSERVATION WALKWAY TELECOM PLAN

ET501 1288517 TELECOM DETAILS

AUDIOVISUAL

TA001 1288518 AUDIOVISUAL GENERAL NOTES

TA002 1288519 AUDIOVISUAL EQUIPMENT AND SYMBOLS LEGEND

TA101 1288520 AUDIOVISUALGROUND FLOOR OVERALL PLAN

TA111 1288521 AFTER ACTION BUILDING AUDIOVISUAL EQUIPMENT PLAN

TA121 1288522 SHOOT HOUSE AUDIOVISUAL EQUIPMENT PLAN - NEAR FIELD CAMERAS

TA122 1288523 SHOOT HOUSE AUDIOVISUAL EQUIPMENT PLAN - OVERHEAD CAMERAS

TA123 1288524 SHOOT HOUSE AUDIOVISUAL EQUIPMENT PLAN - PA SYSTEM

TA711 1288525 AUDIOVISUAL SYSTEM LINE DIAGRAM - PRESENTATION AND CAMERA

SYSTEMS

TA721 1288526 AUDIOVISUAL SYSTEM LINE DIAGRAM - PA SYSTEM

-- End of Document --

DOCUMENT 00 01 15 Page 3

DOCUMENT 00 01 15 Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Excavation Permits

Welding Permits

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the construction of a new 6,000 square foot shoot house facility. Includes miscellaneous supporting structures, utilities, roadways, sidewalks, and site work..

1.2.2 Location

The work is located at the Stone Bay, Camp Lejeune, NC, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 CONTRACT DRAWINGS

Drawings accompany this specification and are a part thereof.

Contract drawings, maps, and specifications will be furnished to the Contractor by electronic file transmission only. Contractor may print, at its expense, unlimited quantity of documents that are provided electronically, for the sole purpose of use on this project. . Reference publications will not be furnished. Immediately check furnished drawings and notify the Government of any discrepancies.

1.4 ON-SITE PERMITS

1.4.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to

SECTION 01 11 00 Page 1 minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 15 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.4.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits 15 calendar days prior to work

Utility Connection Permit Application

Welding Permits 15 calendar days prior to work

Welding Permit Application

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is permitted at Camp Lejeune, NC.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 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.

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.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for

SECTION 01 11 00 Page 2 installation by the Contractor:

1.7 NAVY AND MARINE CORPS INTRANET( NMCI) COORDINATION REQUIREMENTS

1.7.1 NMCI Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/ 22, CHG 1: 02/ 23

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The nearby building and utilities will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor 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.

1.3.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

SECTION 01 14 00 Page 1

No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.3.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.3.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.3.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or

SECTION 01 14 00 Page 2 former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.3.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.1.3 No Smoking Policy

Smoking 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 Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period between 7 a.m.

and 3:30 p.m., Monday through Friday and 7 a.m. to 3:30 p.m. on Saturday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied and Existing Buildings

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

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

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed

SECTION 01 14 00 Page 3 air, and data are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station 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 Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 3: 02/ 23

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a arned Value Report (construction Contract) as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line.

Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, SECTION 01 20 00 Page 1 cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

1.3.3 Schedule Requirements for HVAC TAB

The field work requirements in Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. The value for each pay item listed below will be established on a case by case basis for each Contract. The line items are as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. Submit the resulting findings to the Government to allow correction of the design. The progress payment will not be issued until the report is reviewed and approved.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report must contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data must be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. Compile this data into a report and submit to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

SECTION 01 20 00 Page 2

1.4 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.5 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8 .

1.6 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.6.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Updated Construction Progress Schedule and tabular reports required by the contract.

e. Contractor Safety Self Evaluation Checklist.

f. Updated submittal register.

1.6.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of

SECTION 01 20 00 Page 3 attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.6.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.7 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.7.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

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1.7.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/ 20, CHG 2: 05/ 22

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, SECTION 01 30 00 Page 1 during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

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

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

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

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer 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 Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award Upon completion of design and design acceptance by the government , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting . The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting 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, SECTION 01 30 00 Page 2 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. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 POST AWARD KICKOFF (PAK) MEETING

Immediately after award, coordinate with the Contracting Officer a time and place for the PAK Meeting. The PAK meeting must be held within 35 calendar days after contract award and prior to commencing work. If mutually agreed upon by the Contractor and the Government, the PAK Meeting may be held concurrently with the Design Presentation/Design Development Meeting or Concept Design Workshop (CDW) whichever is required.

1.8.1 PAK Meeting Outcomes

a. Integrate the Contractor and all client representatives into the project team.

b. Achieve consensus from the project team on any issues and concerns with the Contractor's technical proposal and the User's functional requirements. Confirm the design is within the project budget.

c. Review the administrative requirements of the contract that are critical during the design phase.

d. Establish clear lines of communication and points of contact for Government and Contractor team members.

e. Obtain an acceptable conceptual design including floor and site plans, signed by the client, Contractor and other key team members.

f. Establish clear expectations and schedules for facility turnover, providing DD Form 1354 asset management records, eOMSI submittals, Guiding Principle Validation, Third Party Certification (if applicable), and training of Government maintenance personnel.

g. Establish procedure for design packages reviews, Contractor's resolution to comments, and Government's role in review of packages.

1.8.2 PAK Meeting Contractor Attendees

The following Contractor personnel must attend the PAK meeting; Project Manager, Project Scheduler, Lead Designer-of-Record (DOR), Design Staff responsible for each architectural/engineering discipline when facility design is discussed, Superintendent, QC Manager, and the DQC Manager.

Optional attendees include: Principal, Assistant Project Manager, major subcontractors and specialized supplemental QC personnel.

SECTION 01 30 00 Page 3

1.9 DESIGN PRESENTATION/DEVELOPMENT (DP/D)

The Contractor must lead discussions to develop an understanding of the facility design that the accepted technical proposal represents with the Government users and maintainers of the facility. Develop site plans, floor plans, exterior finish materials, and building elevations to conduct working sessions with the Government meeting attendees. The purpose of the DP/D Meeting is to confirm the appropriateness of the facility design and develop acceptable alternatives if changes are needed. The Contractor must anticipate that Government Facility Users represented at the DP/D Meeting will provide additional functional information. Incorporate functional design changes into the facility design as required to meet the needs of the Users. At the end of the DP/D Meeting the Contractor must provide either assurance that the updated design can be built within the budget or identify potential cost modification items and establish a follow-on DP/D Meeting to finalize a design that will include trade-offs to bring the project within the budget. The following Contractor key personnel must attend the Design Presentation: Project Manager, Project Scheduler, Cost Estimator, Lead Designer of Record, Design Staff responsible for each architectural/engineering discipline when facility design is discussed, Major Subcontractors, and DQC.

Demonstrate ability to achieve identified Guiding Principle sustainability goals and also Third-Party Certification sustainability goals, if applicable. Provide Preliminary Sustainability Notebook, refer to Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING for requirements.

1.10 PARTNERING

Contractor shall host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, NAVFAC, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.10.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction Post-Award Kickoff meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

SECTION 01 30 00 Page 4

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.11 MOBILIZATION

Contractor shall mobilize to the jobsite within 60 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

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SECTION 01 30 01.00 22

DESIGN, PROCUREMENT AND INSTALLATION OF FURNITURE, FIXTURES AND EQUIPMENT

PART 1 GENERAL

1.1 REFERENCES

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

UNIFIED FACILITIES CRITERIA (UFC)

UFC 03-120-10 Interior Design

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

NAVFAC Interior Designer approval is required for submittals with a "ID" designation; submittals not having a "G" designation are for Contractor Quality Control approval. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Contractor's Interior Designer's Qualifications; G, ID

FF&E Schedule; G, ID

FF&E Concept Presentation Submittal and "Over the Shoulder" Review;

G, ID

Best Value Determination (BVD) Pricing Solicitation "Over the Shoulder Review"; G, ID

BVD Vendor Recommendation and "Over the Shoulder Review"; G, ID

Preliminary (Pre-Final) FF&E Package; G, ID

Final FF&E Package; G, ID

1.3 GENERAL REQUIREMENTS

Furnishings, Fixtures, and Equipment (FF&E) includes, but is not limited to items such as: modular furniture, desks, seating, storage, filing, visual display items, accessories, training and conference furniture, and other miscellaneous items, to support facility functions. FF&E must be fully integrated with the building systems and finishes. FF&E may also include specialty items for which the customer activity will be responsible for specifying.

The design and documentation of the FF&E must be funded as Interior Design Services and included in the Base Bid. The purchase and installation of the FF&E Package must be funded separately as the FF&E Planned Modification.

SECTION 01 30 01.00 22 Page 1

The Government FF&E estimate on the SECTION 00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS to OFFERORS (Bid Schedule/Price Proposal Form) for the FF&E Planned Modification is $26,868.60 and does NOT include the Contractor's Handling and Administration Rate (HAR). This Government FF&E estimate must not be altered by Contractors during the bid process.

All FF&E items are subject to the Buy American Act or Trade Agreement Act, unless they are considered COTS (Consumer Off The Shelf) items per the FAR.

1.4 INTERIOR DESIGN SERVICES

1.4.1 Interior Designer Qualifications and Affiliations

Per UFC 03-120-10 , The Prime Contractor must provide the services of an Interior Designer with the following qualifications. The Prime Contractor's Interior Designer, must be certified by the National Council for Interior Design Qualification (NCIDQ), must have attained certification,…