Attachment B - 1808017_SPC_01of01.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date: 23 October 2026

Submitted By: Date:

NAVFAC ATLANTIC

1808024

NAVFAC CONTRACT NO.N40085-24-D-0009

B592 Renovations RM16-1405

Philadelphia Navy Yard Philadelphia, Pennsylvania

WRA

801 S. Caroline St.

Baltimore, MD 21231

N40085-24-D-0009

Geotechnical Fire Protection:

Timothy Hutcheson,AIA;WRA Tony Olsen, P.E.; WRA Patrick O'Brien, P.E; WRA N/A

Kyle Daihl (SCI) Brian Lewis (SCI) Jeffrey Nichols(SCI) oF

NFPC RM 16-1405 BLDG 592 81560008

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/24 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 4: 02/25 WORK RESTRICTIONS

01 20 00 11/20, CHG 5: 02/25 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 5: 02/25 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 08/23, CHG 1: 02/24 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

(eCMS)

01 32 17.00 20 11/23, CHG 1: 08/24 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

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

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23, CHG 1: 05/24 QUALITY CONTROL

01 45 35 05/24 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 3: 08/24 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22, CHG 2: 08/25 TEMPORARY ENVIRONMENTAL CONTROLS

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 05/23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 05/23, CHG 1: 11/23 FACILITY DATA WORKBOOK (FDW)

01 78 30.00 22 01/23 GIS DATA DELIVERABLES

DIVISION 02 - EXISTING CONDITIONS

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

DIVISION 03 - CONCRETE

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

DIVISION 05 - METALS

05 05 20 05/22, CHG 1: 08/24 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

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

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

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

05 51 00 08/23 METAL STAIRS

05 51 33 08/24 METAL LADDERS

05 52 00 08/23 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

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

DOCUMENT PROJECT Page 1

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 08/23 MINERAL WOOL BATT INSULATION

07 92 00 08/23 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 41 13 08/18, CHG 1: 08/18 ALUMINUM-FRAMED STOREFRONT WINDOWS

08 51 23 08/20, CHG 1: 02/22 STEEL WINDOWS

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

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 08/24 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/24 GYPSUM BOARD

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 11/24 RESILIENT FLOORING

09 90 00 02/21 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 08/20 INTERIOR SIGNAGE

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 08/24 LOCKERS

DIVISION 12 - FURNISHINGS

12 00 01.00 20 02/23 FURNITURE, FIXTURES AND EQUIPMENT

(FF&E) PACKAGE

12 48 13 08/23 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 21 - FIRE SUPPRESSION

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

PROTECTION

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

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 05/24, CHG 1: 11/24 PLUMBING, GENERAL PURPOSE

22 15 26 11/25 COMPRESSED AIR PIPING SYSTEMS (UP TO

5000 PSI)

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

23 03 00 11/25 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 05/25 TESTING, ADJUSTING, AND BALANCING FOR

DOCUMENT PROJECT Page 2

HVAC

23 07 00 08/24 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 01.00 20 04/06 TESTING INDUSTRIAL VENTILATION SYSTEMS

23 09 00 08/24, CHG 1: 08/25 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 08/24 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

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

23 11 20 05/20 FACILITY GAS PIPING

23 23 00 08/21 REFRIGERANT PIPING

23 30 00 02/25 HVAC AIR DISTRIBUTION

23 35 19.00 20 02/10, CHG 3: 11/24 INDUSTRIAL VENTILATION AND EXHAUST

23 51 43.00 20 02/10 DUST AND FABRIC FILTER TYPE

23 54 19 08/21 BUILDING HEATING SYSTEMS, WARM AIR

23 81 00 05/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 08/24 CYBERSECURITY FOR HVAC

FACILITY-RELATED CONTROL SYSTEM

25 05 11.02 08/24 CYBERSECURITY FOR ELECTRICAL

SWITCHGEAR FACILITY-RELATED CONTROL

SYSTEM

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 08 11.00 20 11/20 RISK MANAGEMENT FRAMEWORK FOR

FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 11 16 11/21 SECONDARY UNIT SUBSTATIONS

26 20 00 05/25, CHG 2: 02/26 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

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

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 26 11/25 GROUNDING AND BONDING FOR

COMMUNICATIONS SYSTEMS

27 10 00 05/25 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

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

DIVISION 33 - UTILITIES

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

DOCUMENT PROJECT Page 3

DOCUMENT PROJECT Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/24

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

CONTRACT DRAWINGS ARE AS FOLLOWS:

DRAWING NAVFAC TITLE

NO. DWG NO.

G-001 12951131 COVER SHEET AND DRAWING INDEX

G-002 12951132 GENERAL PROJECT NOTES

G-003 12951133 PHILADELPHIA NAVY YARD ANNEX SITE MAP

GI004 12951134 BUILDING CODE AND LIFE SAFETY SUMMARY

GI101 12951135 FIRST FLOOR LIFE SAFETY PLAN

GI102 12951136 MEZZANINE LIFE SAFETY PLAN

GI103 12951137 SECOND FLOOR LIFE SAFETY PLAN

C-001 12951138 GENERAL CIVIL NOTES, LEGEND AND ABBREVIATIONS

C-002 12951139 EROSION AND SEDIMENT CONTROL NOTES

C-101 12951140 EXISTING CONDITIONS, DEMOLITION AND SITE

PLANS - DUST COLLECTION SYSTEM

C-102 12951141 EXISTING CONDITIONS, DEMOLITION AND SITE

PLANS - STAIRS

C-103 12951142 EROSION AND SEDIMENT CONTROL PLANS - DUST

COLLECTION SYSTEM AND STAIRS

C-501 12951143 DETAILS

H-101 12951144 HAZMAT EXISTING CONDITIONS PLAN - MEZZANINE

H-102 12951145 HAZMAT EXISTING CONDITIONS PLAN - SECOND

FLOOR

S-001 12951146 GENERAL STRUCTURAL NOTES, DESIGN LOADS, AND

CODES

S-002 12951147 GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS

S-003 12951148 TYPICAL STRUCTURAL DETAILS

S-002 12951149 TYPICAL STRUCTURAL DETAILS

S-101 12951150 FOUNDATION AND FIRST FLOOR PLAN

S-102 12951151 MEZZANINE FRAMING PLAN

S-103 12951152 ROOF FRAMING PLAN

S-104 12951153 ROOF FRAMING PLAN

S-401 12951154 ENLARGED PLAN

S-402 12951155 ENLARGED PLANS

S-501 12951156 SECTIONS AND DETAILS

DOCUMENT 00 01 15 Page 1

A-001 12951157 ARCHITECTURAL GENERAL NOTES, SYMBOLS &

ABBREVIATIONS

AD101 12951158 ARCHITECTURAL COMPOSITE DEMO PLAN - MEZZANINE

AD102 12951159 ARCHITECTURAL COMPOSITE DEMO PLAN - SECOND

FLOOR

AD401 12951160 ENLARGED DEMOLITION PLANS

AD402 12951161 STAIR ELEVATION - DEMOLITION

A-101 12951162 ARCHITECTURAL COMPOSITE PLAN - MEZZANINE

A-102 12951163 ARCHITECTURAL COMPOSITE PLAN - SECOND FLOOR

A-103 12951164 ARCHITECTURAL REFLECTED CEILING PLAN -

MEZZANINE

A-401 12951165 ENLARGED ARCHITECTURAL FLOOR PLANS

A-402 12951166 ENLARGED ARCHITECTURAL REFLECTED CEILING PLAN

A-403 12951167 BREAKROOM SECTIONS

A-404 12951168 ENLARGED ARCHITECTURAL PLAN - SECOND FLOOR

A-405 12951169 ENLARGED REFLECTED CEILING PLAN - SECOND

FLOOR

A-406 12951170 PRINTING LAB SECTION

A-407 12951171 ARCHITECTURAL - ENLARGED PLANS AND SECTIONS

A-408 12951172 STAIR PLAN AND DETAILS

A-409 12951173 STAIR ELEVATION

A-601 12951174 PARTITIONTYPES

A-602 12951175 DOOR SCHEDULE AND DOOR & FRAME TYPES

I-101 12951176 MEZZANINE FURNITURE AND FINISH PLAN

I-102 12951177 SECOND FLOOR FURNITURE AND FINISH PLAN

I-401 12951178 MILLWORK SECTIONS AND ELEVATIONS

I-601 12951179 ROOM FINISH LIST & SCHEDULE

FA001 12951180 BLDG 592 - SYMBOLS AND ABBREVIATIONS

FD101 12951181 BLDG 592 - FIRST FLOOR FIRE ALARM PLAN -

OVERALL - DEMOLITION

FD102 12951182 BLDG 592 - MEZZANINE FIRE ALARM PLAN -

OVERALL - DEMOLITION

FD103 12951183 BLDG 592 - SECOND FLOOR FIRE ALARM PLAN -

OVERALL - DEMOLITION

FD401 12951184 BLDG 592 - ENLARGED FIRST FLOOR FIRE ALARM

PLAN - DEMOLITION

FD402 12951185 BLDG 592 - ENLARGED MEZZANINE FIRE ALARM PLAN

- DEMOLITION

FD403 12951186 BLDG 592 - ENLARGED SECOND FLOOR FIRE ALARM

PLAN - DEMOLITION

FA101 12951187 BLDG 592 - FIRST FLOOR FIRE ALARM PLAN -

OVERALL

FA102 12951188 BLDG 592 - MEZZANINE FIRE ALARM PLAN -

OVERALL

FA103 12951189 BLDG 592 - SECOND FLOOR FIRE ALARM PLAN -

OVERALL

FA401 12951190 BLDG 592 - ENLARGED FIRST FLOOR FIRE ALARM

PLAN

FA402 12951191 BLDG 592 - ENLARGED MEZZANINE FIRE ALARM PLAN

FA403 12951192 BLDG 592 - ENLARGED SECOND FLOOR FIRE ALARM

PLAN

FX001 12951193 BLDG 592 - SYMBOLS AND ABBREVIATIONS

FD111 12951194 BLDG 592 - FIRST FLOOR FIRE PROTECTION PLAN

- OVERALL- DEMOLITION

FD112 12951195 BLDG 592 - MEZZANINE FIRE PROTECTION PLAN -

DOCUMENT 00 01 15 Page 2

OVERALL - DEMOLITION

FD113 12951196 BLDG 592 - SECOND FLOOR FIRE PROTECTION PLAN

- OVERALL-DEMOLITION

FD411 12951197 BLDG 592 - ENLARGED FIRST FLOOR FIRE

PROTECTION PLAN- DEMOLITION

FD412 12951198 BLDG 592 - ENLARGED MEZZANINE FIRE PROTECTION

PLAN- DEMOLITION

FD413 12951199 BLDG 592 -ENLARGED SECOND FLOOR FIRE

PROTECTION PLAN- DEMOLITION

FX101 12951200 BLDG 592 - FIRST FLOOR FIRE PROTECTION PLAN

- OVERALL

FX102 12951201 BLDG 592 - MEZZANINE FIRE PROTECTION PLAN

- OVERALL

FX103 12951202 BLDG 592 - SECOND FLOOR FIRE PROTECTION PLAN

- OVERALL

FX401 12951203 BLDG 592 - ENLARGED FIRST FLOOR FIRE

PROTECTION PLAN

FX402 12951204 BLDG 592 - ENLARGED MEZZANINE FIRE PROTECTION

PLAN

FX403 12951205 BLDG 592 - ENLARGED SECOND FLOOR FIRE

PROTECTION PLAN

P-001 12951206 BLDG 592 - SYMBOLS & ABBREVIATIONS

PD101 12951207 BLDG 592 - SECOND FLOOR PLUMBING PLAN -

OVERALL - DEMOLITION

PD401 12951208 ENLARGED SECOND FLOOR PLAN - DEMOLITION

P-102 12951209 BLDG 592 - MEZZANINE PLUMBING PLAN - OVERALL

P-103 12951210 BLDG 592 - SECOND FLOOR PLUMBING PLAN -

OVERALL

P-401 12951211 BLDG 592 - ENLARGED MEZZANINE PLUMBING PLAN

P-402 12951212 BLDG 592 - ENLARGED SECOND FLOOR PLUMBING

PLAN

P-403 12951213 BLDG 592 - ENLARGED MECHANICAL ROOM 207

P-501 12951214 BLDG 592 - DETAILS

P-601 12951215 BLDG 592 - SCHEDULES

M-001 12951216 BLDG 592 - SYMBOLS AND ABBREVIATIONS

MD101 12951217 BLDG 592 - FIRST FLOOR MECHANICAL PLAN -

OVERALL - DEMOLITION

MD102 12951218 BLDG 592 - MEZZANINE MECHANICAL PLAN -

OVERALL - DEMOLITION

MD103 12951219 BLDG 592 - SECOND FLOOR MECHANICAL PLAN -

OVERALL - DEMOLITION

MD104 12951220 BLDG 592 - ROOF MECHANICAL PLAN - OVERALL -

DEMOLITION

MD401 12951221 BLDG 592 - ENLARGED MEZZANINE & 2ND FLOOR

MECH PLAN - DEMOLITION

M-101 12951222 BLDG 592 - FIRST FLOOR MECHANICAL PLAN -

OVERALL

M-102 12951223 BLDG 592 - MEZZANINE MECHANICAL PLAN -

OVERALL

M-103 12951224 BLDG 592 - SECOND FLOOR MECHANICAL PLAN -

OVERALL

M-104 12951225 BLDG 592 - ROOF MECHANICAL PLAN - OVERALL

M-401 12951226 BLDG 592 - ENLARGED FIRST FLOOR MECHANICAL

PLAN

M-402 12951227 BLDG 592 - ENLARGED MEZZANINE MECHANICAL PLAN

DOCUMENT 00 01 15 Page 3

M-403 12951228 BLDG 592 - ENLARGED SECOND FLOOR MECHANICAL

PLAN

M-404 12951229 BLDG 592 - ENLARGED MECHANICAL ROOM 207

M-501 12951230 BLDG 592 - DETAILS

M-502 12951231 BLDG 592 - DETAILS

M-503 12951232 BLDG 592 - DETAILS

M-504 12951233 BLDG 592 - DETAILS

M-505 12951234 BLDG 592 - DETAILS

M-601 12951235 SCHEDULES

M-602 12951236 SCHEDULES

M-701 12951237 CONTROLS COVER

M-702 12951238 CONTROLS

M-703 12951239 CONTROLS

M-704 12951240 CONTROLS

E-001 12951240 BLDG 592 - SYMBOLS AND ABBREVIATIONS

E-002 12951241 BLDG 592 - PHASING PLAN

E-003 12951242 BLDG 592 - PHASING PLAN

ED101 12951243 BLDG 592 - FIRST FLOOR PLAN - DEMOLITION -

POWER

ED102 12951244 BLDG 592 - FIRST FLOOR PLAN - WEST -

DEMOLITION - POWER

ED103 12951245 BLDG 592 - FIRST FLOOR PLAN - EAST -

DEMOLITION - POWER

ED104 12951246 BLDG 592 - MEZZANINE PLAN - DEMOLITION -

POWER

ED105 12951247 BLDG 592 - SECOND FLOOR PLAN - DEMOLITION -

POWER

ED106 12951248 BLDG 592 - FIRST FLOOR PLAN - DEMOLTION -

LIGHTING

ED107 12951249 BLDG 592 - MEZZANINE FLOOR PLAN - DEMOLITON

- LIGHTING

ED108 12951250 BLDG 592 - SECOND FLOOR PLAN - DEMOLITION -

LIGHTING

ED201 12951251 BLDG 592 - ELEVATIONS - FIRST FLOOR - WEST

- DEMOLITION

ED202 12951252 BLDG 592 - ELEVATIONS - FIRST FLOOR - EAST -

DEMOLITION

ED203 12951253 BLDG 592 - ELEVATIONS - FIRST FLOOR - EAST -

DEMOLITION

ED204 12951254 BLDG 592 - ELEVATIONS - MEZZANINE PLAN -

DEMOLITON

ED501 12951255 BLDG 592 - RISER DIAGRAM - DEMOLITION

ED601 12951256 BLDG 592 - EXISTING PANEL INDEX

E-101 12951257 BLDG 592 - FIRST FLOOR PLAN - POWER

E-102 12951258 BDLG 592 - FIRST FLOOR PLAN - WEST - POWER

E-103 12951259 BDLG 592 - FIRST FLOOR PLAN - EAST - POWER

E-104 12951260 BLDG 592 - MEZZANINE FLOOR PLAN - POWER

E-105 12951261 BLDG 592 - SECOND FLOOR PLAN - POWER

E-106 12951262 BLDG 592 - ROOF PLAN - POWER

E-107 12951263 BLDG 592 - FIRST FLOOR PLAN - LIGHTING

E-108 12951264 BLDG 592 - MEZZANINE FLOOR PLAN - LIGHTING

E-109 12951265 BLDG 592 - SECOND FLOOR PLAN - LIGHTING

E-201 12951266 BLDG 592 - STAIR ELEVATION

E-401 12951267 BLDG 592 - ENLARGED FLOOR PLANS

E-402 12951268 BLDG 592 - ENLARGED FLOOR PLANS

E-403 12951269 BLDG 592 - ENLARGED FLOOR PLANS

E-501 12951270 BLDG 592 - SINGLE LINE DIAGRAM

DOCUMENT 00 01 15 Page 4

E-502 12951271 BLDG 592 - SINGLE LINE DIAGRAM

E-503 12951272 BLDG 592 - SINGLE LINE DIAGRAM

E-504 12951273 BLDG 592 - SINGLE LINE DIAGRAM

E-505 12951274 BLDG 592 - SINGLE LINE DIAGRAM

E-506 12951275 BLDG 592 - GROUNDING RISER DIAGRAM

E-507 12951276 BLDG 592 - ELEVATIONS

E-601 12951277 BLDG 592 - SCHEDULES

E-602 12951278 BLDG 592 - SCHEDULES

E-603 12951279 BLDG 592 - MDP SCHEDULES

E-604 12951280 BLDG 592 - PANEL SCHEDULES

E-605 12951281 BLDG 592 - PANEL SCHEDULES

E-606 12951282 BLDG 592 - PANEL SCHEDULES

E-607 12951283 BLDG 592 - PANEL SCHEDULES

E-608 12951284 BLDG 592 - PANEL SCHEDULES

E-609 12951285 BLDG 592 - PANEL SCHEDULES

E-610 12951286 BLDG 592 - PANEL SCHEDULES

E-611 12951287 BLDG 592 - PANEL SCHEDULES

E-612 12951288 BLDG 592 - PANEL SCHEDULES

E-613 12951289 BLDG 592 - PANEL SCHEDULES

E-614 12951290 BLDG 592 - PANEL SCHEDULES

E-615 12951291 BLDG 592 - PANEL SCHEDULES

E-616 12951292 BLDG 592 - EXISTING EQUIPMENT SCHEDULES

E-617 12951293 BLDG 592 - LIGHTING SCHEDULES

E-618 12951294 BLDG 592 - LIGHTING SCHEDULES

E-619 12951295 BLDG 592 - LIGHTING SCHEDULES

E-701 12951296 BLDG 592 - DETAILS

E-702 12951297 BLDG 592 - DETAILS

E-703 12951298 BLDG 592 - DETAILS

E-704 12951299 BLDG 592 - DETAILS

T-001 12951300 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS, AND

GENERAL NOTES

TD101 12951301 TELECOMMUNICATIONS MEZZANINE DEMOLITION FLOOR

PLAN

T-101 12951302 TELECOMMUNICATIONS FIRST FLOOR PLAN

T-102 12951303 TELECOMMUNICATIONS MEZZANINE FLOOR PLAN

T-103 12951304 TELECOMMUNICATIONS SECOND FLOOR PLAN

T-301 12951305 TELECOMMUNICATIONS ENLARGED PLANS

T-401 12951306 TELECOMMUNICATIONS ELEVATIONS

T-501 12951307 TELECOMMUNICATIONS DETAILS

T-601 12951308 TELECOMMUNICATIONS RISER DIAGRAMS

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DOCUMENT 00 01 15 Page 6

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the following within Building 592:

a. Replace existing building substation and electrical distribution system including distribution panels.

b. Provide HVAC and dust exhaust systems upgrades in the mezzanine level pattern shop.

c. Install new crane access ladders and platforms as indicated.

d. Replace lighting system and associated controls as indicated

e. Renovate the mezzanine level lunch/break room including new HVAC equipment and systems, wallboard, finishes and FF&E.

f. Renovate the mezzanine level pattern shop office including new HVAC equipment and systems, wallboard, finishes and FF&E.

g. Perform build-out of second floor printer/office spaces and restrooms as indicated.

h. Repair mezzanine level floor providing structural framing and deck to in-fill the existing opening in the floor as indicated.

1.1.2 Location

The work is located within Building 592 at the Naval Foundry and Propeller Center, Philadelphia, PA, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

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.

1.3 EXISTING WORK

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

SECTION 01 11 00 Page 1

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 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 15 days 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.

1.4.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 4: 02/25

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. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. 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.

b. The Naval Foundry Propeller Center (NFPC); Buildings 20, 20A, 123, 546, 592, 643, and 1029; and the Navy Public Works Yard will remain in operation during the entire construction period. Conduct operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, roads, drive aisles, pedestrian accesses or walkways, entrance gates, or utility service, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. 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.

e. All concrete repairs (demolition and new work) on the mezzanine floor in Building 20 must be performed during second shift, which consists of an 8-1/2 hour period between 3:30 pm and 12:00 am, Monday through Friday, excluding Government Holidays. All concrete repairs (demolition and new work) on the mezzanine floor in Building 20 must be phased to progress from east to west. Access to the furnace controls will be required at all times. All areas of disturbance must be coordinated with NFPC operations.

f. All concrete repairs (demolition and new work) on the ground floor in Building 20 must be performed during second shift, which consists of an 8-1/2 hour period between 3:30 pm and 12:00 am, Monday through Friday, excluding Government Holidays. All concrete repairs (demolition and new work) on the ground floor in Building 20 must be phased to progress from west to east. All areas of disturbance must be coordinated with NFPC operations. A maximum floor disturbance area is

SECTION 01 14 00 Page 1 defined in the design documents.

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 Additional Personnel Requirements

1.3.1.2.1 General Construction and Finish Work

General construction and finish work of the Naval Foundry Propeller Center (NFPC) must be performed by U.S. firms using U.S. citizens. General construction includes construction activities such as building sitework, utilities, foundations, structure, and enclosure or shell, including doors, windows and façade work. Finish Work includes construction activities such as insulation, floor, partition, and ceiling systems;

cabinet work; conveyor systems; specialties; building furnishings, fixtures, and equipment; and mechanical and electrical services and equipment including those specialized for fire protection, security, communication, control, energy conservation, safety, comfort, convenience, and similar purposes.

1.3.1.3 Installation Access

(Adapted from NFPC back-flow preventer project) Submit a SECNAV FORM 5512/1 for all employees or representatives who will be working inside NFPC facilities or secure perimeters to obtain a Contractor's ID badge at least two weeks prior to start of work. All personnel must be US citizens.

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

Additional security requirements are included in the 10/13/2021 memo entitled, "Entry Requirements for Government and Contractor Vehicles Accessing The Naval Foundry & Propeller Center." A copy of this memo will be made available upon request.

1.3.1.4 Cameras

No cameras, including cell phone cameras, are allowed inside the NFPC fenced perimeter. Photography by the Contractor is prohibited.

Photography from the outside of the NFPC fenced perimeter is also prohibited. Cameras found to contain government information shall be sanitized. The device will be examined to determine if government

SECTION 01 14 00 Page 2 information can be removed without destruction. If it is determined that physical destruction is the only method for sanitizing, the device will be destroyed and the owner will not be reimbursed for the device.

Construction progress photos, and all other necessary photo documentation, will be provided by authorized Government personnel only. NAVFAC contracting specialists have photography permits and can use government supplied cameras to take progress photos.

1.3.1.5 Portable Computer Equipment

Ref: (a) NAVSHIPYDNORINST P5239.9A, Appendix B(b) SECPROMAN 5510.36B, 7-5.4Authority to operate computer systems on NFPC must be granted by Shipyard Security. All laptops must be approved for entry by NNSY Code 109, this process takes 7 days for approval which is valid for 1 year.

Personal Electronic Devices brought within Shipyard worksites (including NFPC) are subject to random audits. Devices found to contain government information shall be sanitized. The device will be examined to determine if government information can be removed without destruction. If it is determined that physical destruction is the only method for sanitizing, the device will be destroyed and the owner will not be reimbursed for the device.

1.3.1.6 General Restrictions for NFPC

a. Persons entering onto Government property are subject to all applicable regulations, directives and instructions. All such persons, including their vehicles are, as a condition of access, subject to inspection.

b. Contractor operations are subject to reasonable delays, suspensions, and/or restrictions because of emergencies, alerts, drills, equipment movements or other such activity.

c. At no time shall work interfere with normal traffic flow without having an approved traffic control plan. Fire lanes shall be kept open at all times.

d. Contractor personnel are not allowed to hunt or to fish on Government property. If an animal is accidentally injured or killed, Base Security shall be notified immediately.

e. The use of Citizen's Band (CB) radio is prohibited. If cell phones, or VHF or walkie-talkie type radio are required for operation, during construction, approval will be on a case by case basis. The Contractor is required to submit the manufacturer and model number, frequency desired, transmitter power and type of antenna to be used, to the Contracting Officer for prior approval.

f. The us of cellular telephones while operating motor vehicles on Government property is prohibited on NFPC.

1.3.1.7 Government Activities

The Government will continue its normal activities during the contractor's work at each site, and the contractor shall carry on work with the least possible interference to Government activities. The contractor shall schedule work as to cause the least amount of interference with naval

SECTION 01 14 00 Page 3 facility operations. Work schedules shall be discussed with NFPC personnel as required. The contractor shall make reasonable efforts to provide secure boundaries and sign postings around the designated work site to prevent entry of unauthorized personnel and vehicles.

1.3.1.7.1 Delays, Suspensions and/or Restrictions

Contractor operations are subject to reasonable delays, suspensions, and/or restrictions because of emergencies, alerts, drills, equipment movements and other such activities.

1.3.1.8 Accident Report Plan

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS for additional requirements. In addition to the Contracting Officer, notify NFPC Safety Officer Dave Decker at x3088.

The contractor shall submit to the Contracting Office a full report of damage to government property or equipment by contractor employees. Damage reports shall be submitted within 24 hours of the occurrence.

1.3.1.9 Environmental Protection

See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. NFPC Environmental Protection Coordinator or authorized officials may inspect any of the facilities operated or maintained by the Contractor at any time and without prior notice. In the event that a regulatory agency assesses a monetary fine against the Government for violations caused by the Contractor, the Contractor shall reimburse the Government for all associated costs, including the amount of the fine. The contractor shall also clean up any oil or chemical spills that result from the Contractor's operations at his own expense. The Contractor shall comply with the instructions of the cognizant NFPC Medical Department with respect to avoidance of conditions which create a nuisance or which may be hazardous to the health of military or civilian personnel.

1.3.1.9.1 Installation Equipment

Exhaust from installation equipment shall be vented outside the facility.

Electric or propane powered equipment do not require exhaust venting.

1.3.1.10 Public Release of Information

There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this contract or other documents resulting therefrom without the prior written approval of the Contracting Officer. The Contractor shall insert the substance of this paragraph in each subcontract and purchase order.

1.3.1.11 Radio Transmitter Restrictions

To preclude accidental actuation of sensitive electronic equipment, the Contractor shall conform to the restrictions and procedures for the use of radio transmitting equipment as delineated by NFPC. Under no circumstances shall transmitters be used without prior approval of the appropriate naval facility authorities.

SECTION 01 14 00 Page 4

1.3.1.12 Utilities Services

The contractor shall make arrangements for any and all utility services required.

1.3.1.12.1 Telephone Service

The contractor shall make arrangements for telephone services, as available.

1.3.1.12.2 Water

See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. The location of temporary tie-ins will be as approved by NFPC. All temporary tie-ins to the facility water system require meters, low-pressure back-flow preventers and shut off valves. Fire hydrants shall not be used for water supply. The present charge for potable water is $1.00 for 1000 gallons, unless otherwise indicated by the supported command.

1.3.1.12.3 Solid Waste

Dumpster service is not available from the station. If required, the Contractor shall make their own arrangement for this service. If utilized, the contractor must comply with provisions of Section 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS.

1.3.1.12.4 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 the paragraph "Work Outside Regular Hours."

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

c. The Contractor shall give written notice of the proposed outages at least four weeks prior to the desired outage.

d. Outages for water and gas utilities shall not exceed one working day unless a greater time is approved by the Contracting Officer.

Electrical outages shall not exceed one day unless temporary power is supplied by the Contractor and approved by the Contracting Officer.

e. Operation of Station Utilities: The Contractor shall 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 shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

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

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

SECTION 01 14 00 Page 5

Philadelphia's Sanitary Sewer Connection Permit at least 2 weeks prior to connection.

1.3.1.13 Additional Site Information

1.3.1.13.1 Explosive, Fuel and flame producing Devices

a. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

b. Fuel shall be stored according to standard safety practices; i.e. in original or approved containers.

c. Hot Work: See Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS. The Contractor shall not use any heat or spark producing device or perform drilling, grinding, burning, soldering, brazing, welding or otherwise use an open flame without obtaining a burn permit from the NAVFAC Fire Marshal. The contractor will have to schedule and attend a 1 hr fire watch class prior to the issuance of the burn permit. Fire watch class is at no cost to the contractor. The contractor will be required to post a fire watch for any such activities.

d. Matches, lighters or flame producing devices are not permitted in buildings or areas containing explosive or flammable materials.

Strike-anywhere matches are not permitted on NFPC.

e. Smoking inside any building and within 50 feet of building entry points is prohibited.

1.3.1.14 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.

1.3.1.15 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 4:00 p.m.,Monday through Friday, excluding Government holidays. See Paragraph 1.2.e for work hours inside Buildings 20 and 1029.

1.3.1.16 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.

SECTION 01 14 00 Page 6

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 7

SECTION 01 14 00 Page 8

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 5: 02/25

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. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. 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 30 calendar days of notice of award, prepare and deliver to the Contracting Officer a 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. Indirect activities (e.g., meetings, presentations, submittals, surveys, haul road or storage yard maintenance, dust control, security) will not be cost loaded. Evenly distribute the costs across the associated construction activities. 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. For design phase progress payment(s), the Schedule of Prices or Earned Value Report from the Cost Loaded CPM must include detailed design

SECTION 01 20 00 Page 1 activities and general (summarized) approach for the construction phase(s) of the project. The Schedule of Prices or Earned Value Report must be fully developed with detailed construction line items as design progresses. The complete design and construction Schedule of Prices or Earned Value Report must be submitted and accepted prior to starting construction work.

For Fast-Tracked or Critical Path Submittals of construction projects, the Earned Value Report must include detailed design and construction line items for each fast-tracked/ critical path phase(s), submitted to and accepted by the Contracting Officer during the Post Award Kickoff Meetings and confirmed prior to starting construction work in that phase.

Additionally, the Earned Value Report must be separated as follows:

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, 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.

1.4 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. Include the documents listed below in the requests for payment.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the

SECTION 01 20 00 Page 2

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. Monthly Work-hour report.

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

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

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 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

SECTION 01 20 00 Page 3

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 and the contract.

e. Failure to submit accurate monthly schedule updates in accordance with the contract.

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, 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, SECTION 01 20 00 Page 4 insulation, and wall coverings.

c. Provide the Contracting Officer with documentation (e.g., Purchase Orders or Material Contracts) to justify payment for materials in advance of installation. When appropriate, include the Defense Priorities and Allocations System (DFAS) ratings (e.g., DX or DO) on purchase orders or material contracts to ensure timely delivery.

d. 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 Schedule of Prices requirement of this Contract.

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

e. Ensure materials are adequately insured and protected from theft and exposure. Provide insurance documentation (e.g., Builder's Risk Insurance) which covers the overall value of the materials to be paid in advance of installation.

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

g. 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.

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 20 00 Page 5

SECTION 01 20 00 Page 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 5: 02/25

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 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

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. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

1.3 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.

1.4 SUPERVISION

1.4.1 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.

1.4.2 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.

SECTION 01 30 00 Page 1

1.4.3 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.

1.4.4 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…