1641320spc01of01.pdf

EPROJECT WORK ORDER NO.

1641320

APPROPRIATION: FY 2020

SPECIFICATIONS

FINAL DESIGN SUBMITTAL – 06/2021

Project Title Project Number: P-405

Range Improvements & Modernization, Phase 3

At

MCRD-Parris Island

Parris Island, SC 29905

SUBMITTED BY:

LEO A DALY

10 Tenth Street / Suite 200

Atlanta, GA 30309

A/E Contract Number: N69450-14-D-0025

(Construction Contract Number: N40085-##-C-####)

PREPARED BY:

Hazmat: John Hubbard, Jr., CSP, LAC, Aerostar

Geotechnical: Santanu Sinharoy, P.E. United Consulting Svcs.

Civil: Joe Cimino, PE, WRA

Structural: Michael Planer, PE, PES

Architectural: Ronald A. Strohm, AIA, LEO A DALY

Fire Protection: Melisa Rodriguez, PE, LEO A DALY

Plumbing: Rizwan Anwar, PE, LEO A DALY

Mechanical: Rizwan Anwar, PE, LEO A DALY

Electrical: Daniel Rodriguez, PE, LEO A DALY

APPROVED BY:

For Commander, NAVFAC Mid-Atlantic

Engineering Director: James E. Donahue, R.A.

Mid-Atlantic Design and Construction Business Line

This Page left intentionally Blank

RANGE IMPROVEMENTS & MODERNIZATION

MCRD PARRIS ISLAND, SC EPROJECT W.O. NO. 1641320

00 00 00

Seals & Signature Page 1

Seals & Signature

LIFE SAFETY / FIRE PROTECTION

CIVIL

LANDSCAPE

STRUCTURAL

RANGE IMPROVEMENTS & MODERNIZATION

MCRD PARRIS ISLAND, SC EPROJECT W.O. NO. 1641320

Seals & Signature Page 2

ARCHITECTURAL

PLUMBING / MECHANICAL

ELECTRICAL

RANGE IMPROVEMENTS & MODERNIZATION Final Design Submittal

MCRD PARRIS ISLAND, SC EPROJECT NO. 1641320

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

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:

DRAWING

NO.

REV.

NO.

NAVFAC

DWG NO.

TITLE

GI001

GI002

GI003

GI004

GI005

12832084 12832085 12832086 12832087 12832088

COVER SHEET

SHEET INDEX

LEGEND AND ABBREVIATIONS

CODE ANALYSIS

TARGET STORAGE, BUTTHOUSE AND PIT HEADS LIFE SAFETY PLANS

V-001 V-100 V-101 V-102 V-103 V-104 V-105 V-106 V-107 V-108 V-109 V-110

12832089 12832090 12832091 12832092 12832093 12832094 12832095 12832096 12832097 12832098 12832099 12832100

SURVEY LEGEND

OVERALL TOPOGRAPHIC SURVEY

TOPOGRAPHIC SURVEY - AREA 1

TOPOGRAPHIC SURVEY - AREA 2

TOPOGRAPHIC SURVEY - AREA 3

TOPOGRAPHIC SURVEY - AREA 4

TOPOGRAPHIC SURVEY - AREA 5

TOPOGRAPHIC SURVEY - AREA 6

TOPOGRAPHIC SURVEY - AREA 7

TOPOGRAPHIC SURVEY - AREA 8

TOPOGRAPHIC SURVEY - AREA 9

TOPOGRAPHIC SURVEY - AREA 10

B-100 B-101 B-102 B-103 B-104 B-105 B-106 B-107 B-108 B-109 B-201 B-202

12832101 12832102 12832103 12832104 12832105 12832106 12832107 12832108 12832109 12832110 12832111 12832112

BORING LOCATION MAP

BORING LOGS

BORING LOGS

BORING LOGS

BORING LOGS

BORING LOGS

BORING LOGS

BORING LOGS

BORING LOGS

BORING LOGS

BORING PROFILES (1)

CONE PENETRATION TEST

DOCUMENT 00 01 15 Page 1

DRAWING

NO.

REV.

NO.

NAVFAC

DWG NO.

TITLE

C-001 C-002 C-003 C-004 C-005

CD100

CD101

CD102

CD103

CD104

CD105

CD106

CD107

CD108

CD109

CD110

CS100

CS101

CS102

CS103

CS104

CS105

CS106

CS107

CS108

CS109

CS110

CS201

CS202

CS203

CS204

CS205

CS206

CS207

CS401

CS501

CS502

CS503

CS504

CG100

CG101

CG102

CG103

CG104

CG105

CG106

CG107

CG108

CG109

CG110

CG200

CG201

CG301

CG302

CG303

CG304

CG305

CG401

CG501

CG502

CG503

CG504

CG505

CG506

CG507

CG508

12832113 12832114 12832115 12832116 12832117 12832118 12832119 12832120 12832121 12832122 12832123 12832124 12832125 12832126 12832127 12832128 12832129 12832130 12832131 12832132 12832133 12832134 12832135 12832136 12832137 12832138 12832139 12832140 12832141 12832142 12832143 12832144 12832145 12832146 12832147 12832148 12832149 12832150 12832151 12832152 12832153 12832154 12832155 12832156 12832157 12832158 12832159 12832160 12832161 12832162 12832163 12832164 12832165 12832166 12832167 12832168 12832169 12832170 12832171 12832172 12832173 12832174 12832175 12832176 12832177 12832178

ABBREVIATIONS

CIVIL LEGEND

GENERAL CIVIL NOTES

GENERAL CIVIL NOTES

HAUL ROUTE AND GENERAL CONSTRUCTION PLAN

OVERALL DEMOLITION PLAN AND KEY SHEET

DEMOLITION PLAN - AREA 1

DEMOLITION PLAN - AREA 2

DEMOLITION PLAN - AREA 3

DEMOLITION PLAN - AREA 4

DEMOLITION PLAN - AREA 5

DEMOLITION PLAN - AREA 6

DEMOLITION PLAN - AREA 7

DEMOLITION PLAN - AREA 8

DEMOLITION PLAN - AREA 9

DEMOLITION PLAN - AREA 10

OVERALL CIVIL SITE PLAN AND KEY SHEET

CIVIL SITE PLAN - AREA 1

CIVIL SITE PLAN - AREA 2

CIVIL SITE PLAN - AREA 3

CIVIL SITE PLAN - AREA 4

CIVIL SITE PLAN - AREA 5

CIVIL SITE PLAN - AREA 6

CIVIL SITE PLAN - AREA 7

CIVIL SITE PLAN - AREA 8

CIVIL SITE PLAN - AREA 9

CIVIL SITE PLAN - AREA 10

MAINTENANCE ROAD NORTH PROFILE(-0+76.68-6+29.00)

MAINTENANCE ROAD NORTH PROFILE(6+29.00-8+69.50)

MAINTENANCE ROAD PROFILE (0+00.00-6+20.00)

MAINTENANCE ROAD PROFILE (6+20.00-10+29.90)

RANGE ROAD PROFILE (0+00.00-6+65.00)

RANGE ROAD PROFILE (6+65.00-13+30.00)

RANGE ROAD PROFILE (13+30.00-15+56.97)

ENLARGED PARKING LOT PLAN

SITE DETAILS

SITE DETAILS

SITE DETAILS

SITE DETAILS

OVERALL GRADING & DRAINAGE PLAN AND KEY SHEET

GRADING & DRAINAGE PLAN - AREA 1

GRADING & DRAINAGE PLAN - AREA 2

GRADING & DRAINAGE PLAN - AREA 3

GRADING & DRAINAGE PLAN - AREA 4

GRADING & DRAINAGE PLAN - AREA 5

GRADING & DRAINAGE PLAN - AREA 6

GRADING & DRAINAGE PLAN - AREA 7

GRADING & DRAINAGE PLAN - AREA 8

GRADING & DRAINAGE PLAN - AREA 9

GRADING & DRAINAGE PLAN - AREA 10

DRAINAGE PROFILES (1)

DRAINAGE PROFILES (2)

CROSS SECTIONS (1)

CROSS SECTIONS (2)

CROSS SECTIONS (3)

CROSS SECTIONS (4)

CROSS SECTIONS (5)

ENLARGED PARKING LOT GRADING PLAN

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

DOCUMENT 00 01 15 Page 2

DRAWING

NO.

REV.

NO.

NAVFAC

DWG NO.

TITLE

CG700

CG701

CE100

CE101

CE102

CE103

12832179 12832180 12832181 12832182 12832183 12832184

STORM STRUCTURE AND PIPE SCHEDULE

STORM STRUCTURE AND PIPE SCHEDULE

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PHASE 1

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PHASE 2

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PHASE 3

CE500

CE501

CE502

CE503

CE504

CU100

CU101

CU102

CU103

CU104

CU105

CU106

CU107

CU108

CU109

CU110

CU201

CU202

CU203

CU501

CU502

CU503

CU504

CU505

CU506

CU507

CU508

CU509

CU510

CU511

CU512

12832185 12832186 12832187 12832188 12832189 12832190 12832191 12832192 12832193 12832194 12832195 12832196 12832197 12832198 12832199 12832200 12832201 12832202 12832203 12832204 12832205 12832206 12832207 12832208 12832209 12832210 12832211 12832212 12832213 12832214 12832215

SWPPP DETAILS

SWPPP DETAILS

SWPPP DETAILS

SWPPP DETAILS

SWPPP DETAILS

OVERALL UTILITY PLAN AND KEY SHEET

UTILITY PLAN - AREA 1

UTILITY PLAN - AREA 2

UTILITY PLAN - AREA 3

UTILITY PLAN - AREA 4

UTILITY PLAN - AREA 5

UTILITY PLAN - AREA 6

UTILITY PLAN - AREA 7

UTILITY PLAN - AREA 8

UTILITY PLAN - AREA 9

UTILITY PLAN - AREA 10

FORCEMAIN PROFILE (0+00.00-6+75.00)

FORCEMAIN PROFILE (6+75.00-13+50.00)

FORCEMAIN PROFILE (13+50.00-17+54.98)

GRAVITY SEWER PROFILE

WATER AND SANITARY SEWER DETAILS

WATER AND SANITARY SEWER DETAILS

WATER AND SANITARY SEWER DETAILS

WATER AND SANITARY SEWER DETAILS

WATER AND SANITARY SEWER DETAILS

WATER AND SANITARY SEWER DETAILS

LIFT STATION SITE PLAN

LIFT STATION DETAILS

LIFT STATION DETAILS

RAISED CONCRETE PLATFORM DETAIL

LIFT STATION CALCULATIONS

L-101 L-102 L-103 L-501

12832216 12832217 12832218 12832219

OVERALL PLANTING PLAN

PLANTING PLAN - NORTH

PLANTING PLAN - SOUTH

PLANTING DETAILS

DOCUMENT 00 01 15 Page 3

DRAWING

NO.

REV.

NO.

NAVFAC

DWG NO.

TITLE

S-001 S-002 S-003 S-004

SS101

SF101

SF102

SF103

SF104

SB101

SB102

SB103

SB104

SB105

S-301 S-302 S-303 S-304 S-305 S-306 S-307 S-308 S-501 S-502

12832220 12832221 12832222 12832223 12832224 12832225 12832226 12832227 12832228 12832229 12832230 12832231 12832232 12832233 12832234 12832235 12832236 12832237 12832238 12832239 12832240 12832241 12832242 12832243

GENERAL NOTES

GENERAL NOTES

GENERAL NOTES

SCHEDULES AND DIAGRAMS

OVERALL STRUCTURAL SITE PLAN

MALE PIT HEADS FRAMING PLANS

FEMALE PIT HEADS FRAMING PLANS

TARGET STORAGE FRAMING PLANS

BUTT'S CONTROL HOUSE FRAMING PLANS

NORTH SIDE SAFETY WALL PLAN

TARGET BERM RETAINING WALL PLAN

IMPACT BERM FRONT RETAINING WALL PLAN

IMPACT BERM REAR RETAINING WALL PLAN

IMPACT BERM WALL ELEVATION

PIT HEAD SECTIONS

PIT HEAD AND TARGET STORAGE SECTION

BUTT'S CONTROL HOUSE SECTIONS

SIDE SAFETY WALL SECTIONS

TARGET BERM WALL SECTIONS

IMPACT BERM FRONT WALL SECTIONS

IMPACT BERM REAR WALL SECTIONS

SACON WALL SECTIONS

TYPICAL FOUNDATION AND SLAB DETAILS

TYPICAL CONCRETE WALL DETAILS

AS101

AE101

AE102

AE111

AE112

AE121

AE201

AE202

AE301

AE302

AE401

AE402

AE501

AE502

AE601

AE602

12832244 12832245 12832246 12832247

12832248

12832249 12832250 12832251 12832252 12832253 12832254 12832255 12832256 12832257 12832258 12832259

ARCHITECTURAL SITE PLAN

FLOOR PLANS-BUTTS CONTROL HOUSE AND TARGET STORAGE 2

FLOOR PLANS-MALE HEAD,FEMALE HEAD,TARGET STORAGE 1 & 3

REFLECTED CEILING PLAN-BUTTS CONTROL HOUSE AND TARGET

STORAGE 2

REFLECTED CEILING PLAN-MALE HEAD,FEMALE HEAD,TARGET STORAGE

1 & 3

ROOF PLAN

EXTERIOR ELEVATIONS - PIT HEADS AND BUTT HOUSE

EXTERIOR ELEVATIONS - NORTH AND SOUTH SAFETY WALL

BUILDING SECTIONS

WALL SECTIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

MISCELLANEOUS DETAILS

MISCELLANEOUS DETAILS

FINISH SCHEDULE AND SIGNAGE DETAILS

DOOR SCHEDULE AND DETAILS

DOCUMENT 00 01 15 Page 4

DRAWING

NO.

REV.

NO.

NAVFAC

DWG NO.

TITLE

P-001

PL101

PL102

PL103

PL104

PL105

PL301

PL302

PL501

PL601

12832260 12832261 12832262 12832263 12832264 12832265 12832266 12832267 12832268 12832269

PLUMBING SYMBOLS & GENERAL NOTES

PLUMBING PLANS - SOIL, WASTE & VENT

PLUMBING PLANS - SOIL, WASTE & VENT

PLUMBING PLANS - WASTE & WATER

PLUMBING PLANS - DOMESTIC WATER

PLUMBING PLANS - DOMESTIC WATER

PLUMBING SECTIONS & ELEVATIONS

PLUMBING SECTIONS & ELEVATIONS

PLUMBING DETAILS

PLUMBING SCHEDULES

M-001

MH101

MH102

MH301

MH302

MH501

MH601

MH701

MH901

12832270 12832271 12832272 12832273 12832274 12832275 12832276 12832277 12832278

MECHANICAL SYMBOLS, NOTES AND ABBREVIATIONS

TARGET STORAGE 2 AND BUTTS CONTROL HOUSE - HVAC

MALE HEAD, FEMALE HEAD AND TARGET STORAGE 1 & 3 - HVAC

SECTIONS AND ELEVATION - HVAC

SECTIONS - HVAC

DETAILS - HVAC

SCHEDULES - HVAC

CONTROLS - HVAC

ISOMETRICS - HVAC

E-001 E-002

ED100

ES100

ES101

ES102

ES103

ES104

ES105

ES106

ES107

ES108

ES110

EL101

EL102

EL501

EL601

EP101

EP102

EP103

EP501

EP502

EP503

EP504

EP601

EP602

EP603

ET601

12832279 12832280 12832281 12832282 12832283 12832284 12832285 12832286 12832287 12832288 12832289 12832290 12832291 12832292 12832293 12832294 12832295 12832296 12832297 12832298 12832299 12832300 12832301 12832302 12832303 12832304 12832305 12832306

ELECTRICAL LEGEND & NOTES

ELECTRICAL ABBREVIATIONS AND DEMOLITION NOTES

ELECTRICAL DEMOLITION PLAN

ELECTRICAL SITE PLAN - AREA KEY PLAN

ELECTRICAL SITE PLAN - AREA 1

ELECTRICAL SITE PLAN - AREA 2

ELECTRICAL SITE PLAN - AREA 3

ELECTRICAL SITE PLAN - AREA 4

ELECTRICAL SITE PLAN - AREA 5

ELECTRICAL SITE PLAN - AREA 6

ELECTRICAL SITE PLAN - AREA 7

ELECTRICAL SITE PLAN - AREA 8

ELECTRICAL SITE PLAN - AREA 10

ELECTRICAL PLANS - LIGHTING

ELECTRICAL PLANS - LIGHTING

LIGHTING DETAILS

ELECTRICAL LIGHTING FIXTURE SCHEDULE AND DETAILS

ELECTRICAL PLANS - POWER

ELECTRICAL PLANS - POWER

ELECTRICAL PLANS - POWER

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL SINGLE LINE DIAGRAM

ELECTRICAL PANEL SCHEDULES

ELECTRICAL PANEL SCHEDULES

TELECOMMUNICATIONS DIAGRAM

-- End of Document --

DOCUMENT 00 01 15 Page 5

DOCUMENT 00 01 15 Page 6

SECTION 01 11 00

SUMMARY OF WORK

07/16

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.

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (201 8) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2013, with Change 3) General Building Requirements

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan ; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes replacement of the existing range furnishing, infrastructure and facilities; construction of an impact berm;

construction of a side safety wall; relocation of the firing line and target berms; buildings (target storage, butts control house, and heads and incidental related work.

The project includes water distribution and site sanitary services that will be owned and operated by Beaufort Jasper Water and Sewer Authority (BJWSA)upon completion of construction to the limits indicated in the CU drawings. The inspection and project closeout requirements must be performed as specified and in accordance with BJWSA PM.

1.3.2 Location

The work is located at the Marine Corps Recruit Depot, Parris Island, South Carolina, approximately as indicated. The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 1

1.4 BUILDING CODE

Except as indicated otherwise, or as modified by UFC 1-200-01 , use ICC IBC as the building code for this project.

1.5 OCCUPANCY OF PREMISES

Adjacent ranges and their support building(s) will be occupied during performance of work under this Contract. No interruption of adjacent ranges is permitted at any time. Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and roadways.

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

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance , 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 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.

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.7 GOVERNMENT-INSTALLED WORK

Navy and Marine Corps (NMCI) Coordination Requirements - NMCI Contractor Access:

The NMCI Contractor must be allowed 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, the construction contractor must, within one week, incorporate the effort of additional contractor coordination into

SECTION 01 11 00 Page 2 construction schedule to demonstrate plan for maintaining the contract duration.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 10miles of the construction site.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

Equipment includes the complete and functioning redline monitoring system (sensors, computer, camera, printer, and the like as well as the public address sytem (speakers and electrical equipment.)

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

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The side wall must be ready for operation as approved by Contracting Officer before work is permitted in regular work hours which would interfere with normal operation and contractor safety.

b. The adjacent ranges will remain in operation during the entire construction period. The Contractor will not interfere nor impact with normal operations in any manner.

c. A yearly schedule with anticipated adjacent range shut down times is available and updated in October of each year. The adjacent ranges operate between 6 a.m. and 4 p.m. Monday through Friday. The ranges also operate occasionally on the weekends, assume 3 weekends per year.

d. No work or equipment is permitted to encorach within 1 foot of the top elevation of the proposed side safety wall during adjacent range operation times. No material nor eqiupment will be stored within 1 foot of the top elevation of the proposed side safety wall at all times

e. Work outside regular hours will be required prior to completion of the side safety wall.

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

g. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations outside of normal working hours, measures and timefreames for worker safety, UXO construction support serivces, and work within the cultural restricted area and it's buffer.

SECTION 01 14 00 Page 1

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 hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

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/om/dbids.html . 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/om/dbids.html . 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/om/dbids.html .

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

SECTION 01 14 00 Page 2 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 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 must consist of an 8 1/2 hour period established by the Contractor Officer , between 7 a.m. and 3:30 p.m., Monday through Friday, 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

SECTION 01 14 00 Page 3 normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 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 air, and other utilities 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.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area.

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PART 3 EXECUTION

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SECTION 01 14 00 Page 4

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

09/15

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 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted 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). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned 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. Costs shall be summarized and totals provided for each construction category.

1.3.2 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. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

Real Property Assets identified in Section 01 78 00 CLOSEOUT SUBMITTALS, Paragraph "REAL PROPERTY RECORD" apply to work covered by this

SECTION 01 20 00.00 20 Page 1 specification.

Cost data accumulated under this section are required in the preparation of DD Form 1354. Coordinate with Section 01 78 00 CLOSEOUT SUBMITTALS, Paragraph "REAL PROPERTY RECORD".

NOTE: Real Property Unique Identifiers (RPUID's) will be provided by the Government but may not be available until later in the project schedule.

Coordinate receipt of the RPUID's with the Contracting Officer and the Real Property Accounting Officer. Temporary RPUID's may be required until the actual RPUID's can be provided.

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall obtain related Real Property Unique Identifiers (RPUID's) from the Real Property Accounting Officer during or following the Pre Construction Meeting. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUID's / Category Codes to represent the final constructed facility and include all associated cost. Coordinate the Contractor's Price and Payment structure with the structure of the RPUID's / Category Codes.

Divide detailed asset breakdown into the RPUID's and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID's / Category Codes, divide the asset and provide the proportion of the assets in each Facility Number/ Category Code. Assets and related RPUID's / Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVA C shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be 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. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall 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.

SECTION 01 20 00.00 20 Page 2

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 shall 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. This data shall be compiled into a report and submitted 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.

1.4 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, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

c. Updated Project NAS and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

SECTION 01 20 00.00 20 Page 3

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Affidavit to accompany invoice (LANTDIV NORVA Form 4-4235/4 (Rev.5/81)).

i. Materials on Site.

1.5.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, the listed documents shall be provided as attachments in Wide Area Work Flow (WAWF).

The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it shall be provided as instructed by the Contracting Officer.

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

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

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

c. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.6 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.

1.6.1 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/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

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

SECTION 01 20 00.00 20 Page 4

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 provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 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 shall 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 shall 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 shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 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 shall be stored in the Continental United States.

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SECTION 01 20 00.00 20 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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 and Health Requirements Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map ; G

Progress and Completion Pictures ; G

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 views from points located 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. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

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

1.6 SUPERVISION

1.6.1 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.

1.6.2 Superintendent Qualifications

The project superintendent must have 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.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend NAVFAC 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.

1.6.3 Project Manager

Assign a Project Manager with the responsibility for the overall management of the project. The Contracting Officer 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.

1.6.3.1 Project Manager Qualifications

The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects of similar size and complexity.

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 insure 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

SECTION 01 30 00 Page 2 of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.8.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

1.8.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

SECTION 01 30 00 Page 3

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.9.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the third-party independent Formal PartneringFacilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for

SECTION 01 30 00 Page 4 electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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SECTION 01 30 00 Page 5

SECTION 01 31 23.13 20

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

05/17

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities…