NUWC P084 - Specifications.pdf

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P084 NEXT GENERATION TORPEDO INTEGRATION LAB, NAVAL STATION NEWPORT, NEWPORT RI
Solicitation number
N4008526R0178
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This document is a 100% Final Specifications submission for Work Order No. 1812043, the P-084 Next Generation Torpedo Integration Lab at Naval Undersea Warfare Center (NUWC) in Newport, Rhode Island. The specifications cover a secure, two-story building with rooftop mechanical penthouse designed to house Research, Development, Test, and Evaluation (RDT&E) facilities for undersea weapons systems within a classified compartmentalized work environment. The facility totals 12,920 square feet and must support secure connectivity for real-time collaboration between internal and external facilities. Construction includes a steel frame building with shallow foundation, metal standing seam roof, masonry and metal panel exterior walls, underground stormwater retention system, mechanical and electrical utilities, telecommunications infrastructure, landscaping, drainage, parking, and exterior lighting.

The specifications establish comprehensive administrative, technical, and security requirements for contract execution. Key administrative requirements include preconstruction meetings within 35 calendar days of award, partnering sessions within 45 days, mobilization within 60 days, earned value reporting based on cost-loaded Network Analysis Schedules (NAS), monthly progress documentation with digital photographs, and formal Red Zone meetings beginning at 75% project completion. Security requirements mandate a Construction Security Plan with designated Construction Surveillance Technicians conducting periodic inspections, single-point jobsite access controls with identity verification, restricted material storage in secured areas, and escort requirements for all contractor personnel entering NUWC buildings. Personnel requirements specify that general construction must use U.S. firms with U.S. citizens, finish work must be performed by U.S. citizens, and electronic security systems work requires U.S. companies with trustworthiness-determined employees. The specifications include detailed technical divisions covering structural systems, mechanical and electrical installations, plumbing, fire protection, audiovisual systems, and communications infrastructure, with extensive submittal and quality control procedures throughout construction phases. An Audiovisual Design Services Option requires a certified AV designer (AVIXA CTS-D) to prepare design packages with multiple submittals and Best Value Determinations, while a separate AV Option authorizes procurement and installation coordination using GSA Multiple Award Schedules with a contractor Handling and Administration Rate not exceeding 5% of total AV costs.

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WORK ORDER NO. 1812043

SPECIFICATIONS

100% FINAL SUBMISSION MAY 2026

P-084 Next Generation Torpedo Integration Lab

At

Naval Undersea Warfare Center (NUWC), Newport, RI

SUBMITTED BY:

Colby Company Engineering 47A York Street

Portland, ME 04101 A/E Contract Number: N40085-22-D-0003

PREPARED BY:

Architectural: Dan Ellingson, RA, Colby Company Engineering

Structural: David Sheldrake, P.E., Colby Company Engineering Civil: David Manzo, P.E., Colby Company Engineering

Mechanical: Rich McCauley, P.E., Colby Company Engineering Electrical: Jason Beaulieu, P.E., Colby Company Engineering

Fire Protection: Shannon Rice, P.E., Colby Company Engineering Interior Design: Lynn Pepin, CWS Architects Landscape Architect: Barry J. Hosmer, Landscape Architect

APPROVED BY:

For Commander, NAVFAC Mid-Atlantic Date: 06/09/2026

NUWC P-084 100% FINAL SPECIFICATIONS

NEWPORT NAVAL STATION, NEWPORT, RI MAY 2026

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 1: 02/23 WORK RESTRICTIONS

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

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 30 02.00 22 04/25 DESIGN, PROCUREMENT, AND INSTALLATION

OF AUDIOVISUAL EQUIPMENT

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 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

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

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

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

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

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

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

DISPOSAL

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

01 78 23 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

01 91 00.15 22 08/24 TOTAL BUILDING COMMISSIONING

01 91 19.00 22 02/26 BUILDING ENCLOSURE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 8: 05/24 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

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

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 30 00 05/15, CHG 2: 08/18 STEEL DECKS

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

PROJECT TABLE OF CONTENTS Page 1

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

05 51 00 08/23 METAL STAIRS

05 51 33 02/16, CHG 2: 02/18 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

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 14 00 08/23 FLUID-APPLIED WATERPROOFING

07 21 13 08/23 BOARD AND BLOCK INSULATION

07 21 16 08/23 MINERAL FIBER BLANKET INSULATION

07 22 00 08/23 ROOF AND DECK INSULATION

07 27 19.01 08/23 SELF-ADHERING AIR BARRIERS

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS

07 53 23 05/12, CHG 2: 08/18 ETHYLENE-PROPYLENE-DIENE-MONOMER

ROOFING

07 60 00 08/23 FLASHING AND SHEET METAL

07 61 15.00 20 08/16, CHG 2: 11/18 ALUMINUM STANDING SEAM ROOFING

07 80 00 05/10 ROOF SAFETY RAILINGS

07 84 00.00 22 07/24 FIRESTOPPING

07 92 00 08/23 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

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

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

08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES

08 51 13 05/19 ALUMINUM 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 AND DOOR LOUVERS

DIVISION 09 - FINISHES

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

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

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

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

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

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

09 90 00 02/21 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 08/20 VISUAL DISPLAY UNITS

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 22 19 08/17, CHG 1: 08/18 DEMOUNTABLE AND MOVABLE PARTITIONS

10 26 00 08/20 WALL AND DOOR PROTECTION

PROJECT TABLE OF CONTENTS Page 2

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 24 13 08/20 ROLLER WINDOW SHADES

12 48 13 08/23 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 05/22 SEISMIC CONTROL FOR MISCELLANEOUS

EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 05/16 HYDRAULIC PASSENGER ELEVATORS

14 46 00 04/26 VERTICAL RECIPROCATING CONVEYOR (VRC)

DIVISION 21 - FIRE SUPPRESSION

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

PROTECTION

DIVISION 22 - PLUMBING

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

22 05 48.00 20 04/06, CHG 1: 05/15 MECHANICAL SOUND AND VIBRATION CONTROL

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

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

23 05 15 05/22 COMMON PIPING FOR HVAC

23 05 48.19 05/18, CHG 2: 08/20 BRACING FOR PLUMBING AND HVAC

23 05 93.00 22 09/19 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 08/24 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00 05/23, CHG 1: 08/24 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00.00 22 08/20, CHG 1: 03/22 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13.00 22 08/20, CHG 1: 03/22 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 22 08/20, CHG 1: 03/22 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 21 13.00 20 04/06, CHG 2: 11/19 LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

23 21 23 08/17 HYDRONIC PUMPS

23 22 26.00 20 02/10, CHG 1: 05/15 STEAM SYSTEM

23 23 00 08/21 REFRIGERANT PIPING

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

23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 6: 11/22 CHILLED WATER PIPING SYSTEMS

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

23 81 23 11/20 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 00.00 20 02/16, CHG 1: 08/18 TERMINAL HEATING UNITS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 08/24 CYBERSECURITY FOR UTILITY MONITORING

AND CONTROL SYSTEM

25 05 11.02 08/24 CYBERSECURITY FOR BUILDING LIGHTING

SYSTEMS

25 05 11.03 08/24 CYBERSECURITY FOR ELECTRICAL

DISTRIBUTION SYSTEMS

25 05 11.04 08/24 CYBERSECURITY FOR ELEVATOR CONTROL

SYSTEMS

25 05 11.05 08/24 CYBERSECURITY FOR FIRE PROTECTION

SYSTEMS

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19 05/24 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

26 13 00 05/21, CHG 1: 05/22 SF6/HIGH-FIREPOINT FLUIDS INSULATED

PAD-MOUNTED SWITCHGEAR

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

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

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

UNDER 600 VOLTS

26 41 00 08/23 LIGHTNING PROTECTION SYSTEM

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

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 32 50 11/22 ELEVATOR LANDING TWO-WAY COMMUNICATION

SYSTEM

27 41 00 11/21 AUDIO-VISUAL SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 21 13 11/18 RADON MITIGATION

31 35 19.13 02/21 GEOGRID SLOPE PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 26 05/20 HOT-MIX BITUMINOUS BASE COURSE FOR

ROADS AND STREETS

32 12 13 05/24 BITUMINOUS TACK AND PRIME COATS

PROJECT TABLE OF CONTENTS Page 4

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 17 23.16 11/24 ROAD AND PARKING LOT PAVEMENT MARKINGS

32 31 13.53 11/21 HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

32 92 19 08/17, CHG 1: 08/21 SEEDING

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

DIVISION 33 - UTILITIES

33 11 00 08/24 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 11/21 STORMWATER UTILITIES

33 63 13 02/25 EXTERIOR UNDERGROUND STEAM

DISTRIBUTION SYSTEM

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 11/22, CHG 1: 02/23 BRIDGE CRANES, OVERHEAD ELECTRIC,

UNDER RUNNING TROLLEY

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

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

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

1 E 12946135 G-001 COVER SHEET

2 E 12946136 G-002 DRAWING INDEX

3 E 12946137 G-101 SITE ACCESS PLAN

4 E 12946138 G-102 SITE LAYDOWN AND STORAGE

AREA PLAN

5 E 12946139 LS001 LIFE SAFETY SUMMARY

6 E 12946140 LS002 LIFE SAFETY OCCUPANCY

LOAD

7 E 12946141 LS101 LEVEL 1 AND MEZZANINE

LIFE SAFETY PLANS

8 E 12946142 LS102 LEVEL 2 AND PENTHOUSE

LIFE SAFETY PLANS

9 E 12946143 LS103 LIFE SAFETY SITE PLAN

10 E 12946144 C-001 CIVIL NOTES

11 E 12946145 C-002 CIVIL ABBREVIATIONS AND

LEGEND

12 E 12946146 CJ101 EXISTING CONDITIONS (1

OF 2)

13 E 12946147 CJ102 EXISTING CONDITIONS (2

OF 2)

DOCUMENT 00 01 15 Page 1

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

14 E 12946148 CD101 DEMOLITION PLAN (1 OF 2)

15 E 12946149 CD102 DEMOLITION PLAN (2 OF 2)

16 E 12946150 CD103 UNDERCUT GRADING PLAN

17 E 12946151 C-101 SITE LAYOUT PLAN (1 OF 2)

18 E 12946152 C-102 SITE LAYOUT PLAN (2 OF 2)

19 E 12946153 C-103 SITE UTILITY PLAN (1 OF

2)

20 E 12946154 C-104 SITE UTILITY PLAN (2 OF

2)

21 E 12946155 C-105 SITE GRADING PLAN

22 E 12946156 C-106 EROSION AND

SEDIMENTATION CONTROL

PLAN (1 OF 2)

23 E 12946157 C-107 EROSION AND

SEDIMENTATION CONTROL

PLAN (2 OF 2)

24 E 12946158 C-301 COMMUNICATIONS DUCTBANK

PROFILE STA 10+00 TO

12+75

25 E 12946159 C-302 COMMUNICATIONS DUCTBANK

PROFILE STA 12+75 TO

15+18

26 E 12946160 C-303 STORM DRAIN PROFILE STA

40+00 TO 41+46

27 E 12946161 C-304 STORM DRAIN PROFILE STA

50+00 TO 51+90

28 E 12946162 C-305 STORM DRAIN PROFILE STA

60+00 TO 63+78

29 E 12946163 C-501 EROSION AND

SEDIMENTATION CONTROL

NOTES & DETAILS

DOCUMENT 00 01 15 Page 2

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

30 E 12946164 C-502 CIVIL CONSTRUCTION

DETAILS (1 OF 3)

31 E 12946165 C-503 CIVIL CONSTRUCTION

DETAILS (2 OF 3)

32 E 12946166 C-504 CIVIL CONSTRUCTION

DETAILS (3 OF 3)

33 E 12946167 C-505 ELECTRICAL &

COMMUNICATIONS DETAILS

34 E 12946168 C-506 UTILITY DETAILS

35 E 12946169 C-507 STORMWATER DETAILS (1 OF

3)

36 E 12946170 C-508 STORMWATER DETAILS (2 OF

3)

37 E 12946171 C-509 STORMWATER DETAILS (3 OF

3)

38 E 12946172 C-510 STEAM AND CONDENSATE

DETAILS

39 E 12946173 B-101 BORING LOGS (1 OF 4)

40 E 12946174 B-102 BORING LOGS (2 OF 4)

41 E 12946175 B-103 BORING LOGS (3 OF 4)

42 E 12946176 B-104 BORING LOGS (4 OF 4)

43 E 12946177 B-105 BORING SOILS TABLES

44 E 12946178 L-101 LANDSCAPE PLAN

45 E 12946179 S-001 STRUCTURAL NOTES AND

ABBREVIATIONS

46 E 12946180 S-002 STRUCTURAL NOTES

47 E 12946181 S-003 STRUCTURAL NOTES

48 E 12946182 S-101 FOUNDATION AND SLAB PLANS

DOCUMENT 00 01 15 Page 3

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

49 E 12946183 S-102 MEZZANINE AND CRANE

LEVEL FRAMING PLANS

50 E 12946184 S-103 LEVEL 2 AND PENTHOUSE

FLOOR FRAMING PLANS

51 E 12946185 S-104 ROOF FRAMING PLANS

52 E 12946186 S-201 EXTERIOR CMU WALL

ELEVATIONS

53 E 12946187 S-202 EXTERIOR CMU WALL

ELEVATIONS

54 E 12946188 S-203 INTERIOR CMU WALL

ELEVATIONS

55 E 12946189 S-205 FRAMING ELEVATIONS

56 E 12946190 S-401 ELEVATOR PIT PART PLAN

57 E 12946191 S-501 TYPICAL CONCRETE DETAILS

58 E 12946192 S-502 TYPICAL FOUNDATION

DETAILS

59 E 12946193 S-503 TYPICAL FOUNDATION

DETAILS

60 E 12946194 S-504 TYPICAL STRUCTURAL

DETAILS

61 E 12946195 S-505 TYPICAL STRUCTURAL

DETAILS

62 E 12946196 S-506 TYPICAL STRUCTURAL

DETAILS

63 E 12946197 S-507 STRUCTURAL DETAILS

64 E 12946198 S-508 BASE PLATE DETAILS

65 E 12946199 S-509 STRUCTURAL DETAILS

66 E 12946200 S-510 STRUCTURAL DETAILS

67 E 12946201 S-511 TYPICAL CMU DETAILS

68 E 12946202 S-512 TYPICAL CMU DETAILS

DOCUMENT 00 01 15 Page 4

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

69 E 12946203 S-513 TYPICAL CMU SECTIONS AND

DETAILS

70 E 12946204 S-514 TYPICAL CMU SECTIONS AND

DETAILS

71 E 12946205 S-515 TYPICAL CMU SECTIONS AND

DETAILS

72 E 12946206 S-601 COLUMN SCHEDULE

73 E 12946207 A-001 ARCHITECTURAL NOTES AND

SYMBOLS

74 E 12946208 A-002 TYPICAL MOUNTING HEIGHTS

AND CLEARANCES

75 E 12946209 A-003 TYPICAL MOUNTING HEIGHTS

AND CLEARANCES

76 E 12946210 A-004 TYPICAL FIRESTOPPING

DETAILS

77 E 12946211 A-005 TYPICAL FIRESTOPPING

DETAILS

78 E 12946212 A-006 AIR BARRIER LOCATIONS

AND ENVELOPE REQUIREMENTS

79 E 12946213 A-101 LEVEL 1 AND MEZZANINE

FLOOR PLAN

80 E 12946214 A-102 LEVEL 2 AND PENTHOUSE

FLOOR PLAN

81 E 12946215 A-103 ROOF PLAN

82 E 12946216 A-104 LEVEL 1 AND MEZZANINE

REFLECTED CEILING PLAN

83 E 12946217 A-105 LEVEL 2 AND PENTHOUSE

REFLECTED CEILING PLAN

84 E 12946218 A-201 NORTH AND SOUTH

ELEVATIONS

85 E 12946219 A-202 EAST AND WEST ELEVATIONS

86 E 12946220 A-301 BUILDING SECTIONS

87 E 12946221 A-302 BUILDING AND ELEVATOR

SECTIONS

88 E 12946222 A-303 WALL SECTIONS

89 E 12946223 A-304 WALL SECTIONS

DOCUMENT 00 01 15 Page 5

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

90 E 12946224 A-401 ENLARGED PLANS

91 E 12946225 A-402 STAIR ENLARGED PLANS AND

SECTIONS

92 E 12946226 A-403 STAIR ENLARGED SECTIONS

93 E 12946227 A-404 ENLARGED ELEVATIONS AND

PLANS

94 E 12946228 A-501 PARTITION TYPES

95 E 12946229 A-502 PARTITION TYPES

96 E 12946230 A-503 EXTERIOR SECTION DETAILS

97 E 12946231 A-504 EXTERIOR SECTION DETAILS

98 E 12946232 A-505 PLAN DETAILS

99 E 12946233 A-506 SECTION DETAILS

100 E 12946234 A-507 STAIR DETAILS

101 E 12946235 A-508 MILLWORK SECTIONS

102 E 12946236 A-601 DOOR SCHEDULE AND TYPES

103 E 12946237 A-602 DOOR DETAILS

104 E 12946238 A-603 DOOR AND LOUVER DETAILS

105 E 12946239 A-604 WINDOW SCHEDULE AND

DETAILS

106 E 12946240 I 001 INTERIOR FINISH LEGEND

107 E 12946241 I 101 LEVEL 1 AND MEZZANINE

FINISH FLOOR PLANS

108 E 12946242 I 102 LEVEL 2 AND PENTHOUSE

FINISH FLOOR PLANS

109 E 12946243 I 103 LEVEL 1 AND MEZZANINE

INTERIOR SIGNAGE PLANS

110 E 12946244 I 104 LEVEL 2 AND PENTHOUSE

INTERIOR SIGNAGE PLANS

DOCUMENT 00 01 15 Page 6

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

111 E 12946245 I 105 INTERIOR SIGNAGE TYPES

112 E 12946246 I 106 INTERIOR SIGNAGE TYPES

113 E 12946247 I 107 INTERIOR SIGNAGE

INSTALLATION DETAILS

114 E 12946248 I 108 DEMOUNTABLE WALL PLAN

AND ELEVATIONS

115 E 12946249 I 109 INTERIOR ELEVATIONS

116 E 12946250 I 110 INTERIOR ELEVATIONS

117 E 12946251 I 111 INTERIOR ELEVATIONS

118 E 12946252 I 112 INTERIOR ELEVATIONS

119 E 12946253 I 113 INTERIOR ELEVATIONS

120 E 12946254 I 501 INTERIOR FLOORING

TRANSITION DETAILS

121 E 12946255 I 502 INTERIOR WALL TRANSITION

DETAILS

122 E 12946256 I 503 DEMOUNTABLE WALL DETAILS

123 E 12946257 I 601 INTERIOR FINISH SCHEDULE

124 E 12946258 I 602 INTERIOR SIGNAGE SCHEDULE

125 E 12946259 IF101 LEVEL 1 AND MEZZANINE

FURNITURE FOOTPRINT PLAN

126 E 12946260 IF102 LEVEL 2 AND PENTHOUSE

FURNITURE FOOTPRINT PLAN

127 E 12946261 FP001 FIRE PROTECTION LEGENDS

AND NOTES

128 E 12946262 FP101 LEVEL 1 AND MEZZANINE

FIRE PROTECTION PLAN

129 E 12946263 FP102 LEVEL 2 AND PENTHOUSE

FIRE PROTECTION PLAN

130 E 12946264 FA001 FIRE ALARM LEGENDS AND

NOTES

DOCUMENT 00 01 15 Page 7

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

131 E 12946265 FA101 LEVEL 1 AND MEZZANINE

FIRE ALARM PLAN

132 E 12946266 FA102 LEVEL 2 AND PENTHOUSE

FIRE ALARM PLAN

133 E 12946267 FA501 FIRE ALARM RISER DETAIL

134 E 12946268 P-001 PLUMBING LEGEND

135 E 12946269 P-101 LEVEL 1 UNDERSLAB

SANITARY PLANS

136 E 12946270 P-102 LEVEL 1 AND MEZZANINE

SANITARY PLANS

137 E 12946271 P-103 LEVEL 2 AND PENTHOUSE

SANITARY PLANS

138 E 12946272 P-104 LEVEL 1 AND MEZZANINE

WATER PLAN

139 E 12946273 P-105 LEVEL 2 WATER PLAN

140 E 12946274 P-401 ENLARGED PLUMBING PLANS

141 E 12946275 P-402 ENLARGED PLUMBING PLANS

142 E 12946276 P-501 PLUMBING DETAILS

143 E 12946277 P-502 PLUMBING DETAILS

144 E 12946278 P-503 PLUMBING DETAILS

145 E 12946279 P-601 PLUMBING SCHEDULES

146 E 12946280 P-602 PLUMBING SCHEDULES

147 E 12946281 P-701 PLUMBING RISER DIAGRAMS

148 E 12946282 P-702 PLUMBING RISER DIAGRAMS

149 E 12946283 M-001 MECHANICAL LEGEND

150 E 12946284 MH101 LEVEL 1 AND MEZZANINE

DUCTWORK PLANS

DOCUMENT 00 01 15 Page 8

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

151 E 12946285 MH102 LEVEL 2 AND ROOF

DUCTWORK PLANS

152 E 12946286 MP101 LEVEL 1 AND MEZZANINE

PIPING PLANS

153 E 12946287 MP102 LEVEL 2 AND PENTHOUSE

PIPING PLANS

154 E 12946288 M-301 MECHANICAL SECTIONS

155 E 12946289 M-401 ENLARGED PENTHOUSE

DUCTWORK PLAN

156 E 12946290 M-402 ENLARGED PENTHOUSE

PIPING PLAN

157 E 12946291 M-403 ENLARGED STEAM PIPING

SITE PLAN

158 E 12946292 M-501 MECHANICAL DETAILS

159 E 12946293 M-502 MECHANICAL DETAILS

160 E 12946294 M-503 MECHANICAL DETAILS

161 E 12946295 M-504 MECHANICAL DETAILS

162 E 12946296 M-505 MECHANICAL DETAILS

163 E 12946297 M-506 MECHANICAL DETAILS

164 E 12946298 M-601 MECHANICAL SCHEDULES

165 E 12946299 M-602 MECHANICAL SCHEDULES

166 E 12946300 M-603 MECHANICAL SCHEDULES

167 E 12946301 M-604 MECHANICAL SCHEDULES

168 E 12946302 M-605 MECHANICAL SCHEDULES

169 E 12946303 M-606 MECHANICAL SCHEDULES

170 E 12946304 M-701 CONTROLS SYSTEM

ARCHITECTURE

171 E 12946305 M-702 MECHANICAL SEQUENCES

172 E 12946306 M-703 MECHANICAL SEQUENCES

173 E 12946307 M-704 MECHANICAL SEQUENCES

DOCUMENT 00 01 15 Page 9

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

174 E 12946308 M-705 MECHANICAL SEQUENCES

175 E 12946309 M-706 MECHANICAL SEQUENCES

176 E 12946310 M-707 MECHANICAL SEQUENCES

177 E 12946311 M-708 MECHANICAL SEQUENCES

178 E 12946312 M-709 MECHANICAL SEQUENCES

179 E 12946313 M-710 MECHANICAL SEQUENCES

180 E 12946314 M-711 MECHANICAL SEQUENCES

181 E 12946315 M-712 MECHANICAL SEQUENCES

182 E 12946316 E-001 ELECTRICAL LEGEND AND

GENERAL NOTES

183 E 12946317 ES101 ELECTRICAL SITE PLAN

184 E 12946318 EP101 ELECTRICAL POWER LEVEL 1

AND MEZZANINE PLANS

185 E 12946319 EP102 ELECTRICAL POWER LEVEL 2

186 E 12946320 EL101 ELECTRICAL LIGHTING

LEVEL 1 AND MEZZANINE

PLANS

187 E 12946321 EL102 ELECTRICAL LIGHTING

LEVEL 2 AND PENTHOUSE

PLANS

188 E 12946322 EL201 ELECTRICAL LIGHTING

NORTH & SOUTH EXTERIOR

ELEVATIONS

189 E 12946323 EL202 ELECTRICAL LIGHTING EAST

& WEST EXTERIOR

ELEVATIONS

190 E 12946324 EL301 ELECTRICAL LIGHTING

STAIR AND ELEVATOR SHAFT

SECTIONS

191 E 12946325 EP401 ENLARGED POWER PLANS

192 E 12946326 EP402 ENLARGED POWER PLANS

193 E 12946327 EP403 ENLARGED POWER PLANS

DOCUMENT 00 01 15 Page 10

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

194 E 12946328 EY101 ELECTRICAL LIGHTNING

PROTECTION ROOF PLAN

195 E 12946329 E-501 ELECTRICAL ONE-LINE

DIAGRAM

196 E 12946330 E-502 DIAGRAMS - SWITCH S-513

197 E 12946331 E-503 ELECTRICAL DETAILS

198 E 12946332 E-504 ELECTRICAL DETAILS

199 E 12946333 E-601 SCHEDULE - LIGHTING

FIXTURES

200 E 12946334 E-602 SCHEDULE - LIGHTING

CONTROLS SEQUENCE

201 E 12946335 E-603 SCHEDULE - PANELS PP1 &

PP2

202 E 12946336 E-604 SCHEDULE - PANELS PP3 &

PP4

203 E 12946337 E-605 SCHEDULE - PANELS PP5 &

LP1

204 E 12946338 E-606 SCHEDULE - PANELS LP2 &

LP3A

205 E 12946339 E-607 SCHEDULE - PANELS LP3B &

LP4A

206 E 12946340 E-608 SCHEDULE - PANELS LP4B &

LP5

207 E 12946341 E-609 SCHEDULE - PANELS LP6 &

LP7

208 E 12946342 E-610 SCHEDULE - PANELS LP8 &

LP9

209 E 12946343 E-611 SCHEDULE - PANELS IT1 &

IT2

210 E 12946344 E-612 SCHEDULE - PANELS IT3 &

IT4

211 E 12946345 E-613 SCHEDULE - PANELS IT5 &

FA

212 E 12946346 T001 SYMBOLS

213 E 12946347 TA101 AV LEVEL 1 AND MEZZANINE

PLANS

DOCUMENT 00 01 15 Page 11

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

214 E 12946348 TA102 AV LEVEL 2 PLAN

215 E 12946349 TA201 AUDIO VISUAL ELEVATIONS

216 E 12946350 TA401 AUDIO VISUAL ENLARGED

PLANS

217 E 12946351 TA501 AUDIO VISUAL DETAILS

218 E 12946352 TA601 AUDIO VISUAL SYSTEM FLOW

DIAGRAM

219 E 12946353 TA602 AUDIO VISUAL SYSTEM FLOW

DIAGRAM

220 E 12946354 TA701 AUDIO VISUAL EQUIPMENT

SCHEDULE

221 E 12946355 TT101 TELECOM LEVEL 1 AND

MEZZANINE PLANS

222 E 12946356 TT102 TELECOM LEVEL 2 AND

PENTHOUSE PLANS

223 E 12946357 TT201 TELECOM ELEVATIONS

224 E 12946358 TT202 TELECOM ELEVATIONS

225 E 12946359 TT203 TELECOM ELEVATIONS

226 E 12946360 TT401 TELECOM ENLARGED PLANS

227 E 12946361 TT501 TELECOM DETAILS

228 E 12946362 TT502 TELECOM DETAILS

229 E 12946363 TT601 TELECOM RISER DIAGRAM

230 E 12946364 TY101 SECURITY LEVEL 1 AND

MEZZANINE PLANS

231 E 12946365 TY102 SECURITY LEVEL 2 AND

PENTHOUSE PLANS

232 E 12946366 TY501 SECURITY DETAILS

233 E 12946367 TY502 SECURITY DETAILS

234 E 12946368 TY503 SECURITY DETAILS

DOCUMENT 00 01 15 Page 12

DRAWING

NO.

REVISION

NO.

NAVFAC DWG.

NO.

SHEET NAMETITLE

235 E 12946369 TY601 SECURITY RISER DIAGRAM

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information. 1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders in the office of the Contracting Officer.

1.3.2 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders in the office of the Contracting Officer. The soils report is included as part of the solicitation.

-- End of Document --

DOCUMENT 00 01 15 Page 13

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 construction of a secure, two-story building with rooftop mechanical penthouse that will house and support the land based Research, Development, Test, and Evaluation Facilities (RDT&E) for current and future undersea weapons systems. In addition, the facility will support the provisions for secure connectivity for real time collaboration between internal and external facilities all within a classified compartmentalized work environment. The building has been designed to meet the overall allotted square footage of 12,920 as established in the 1391(FY2024 Military Construction Program), while taking into account a 50% reduction of space for exterior roof canopies per UFC requirements.

1.1.2 Location

The work is located at the Naval Undersea Warfare Center (NUWC) in Newport, Rhode Island, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

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

1.2.1 Notification Prior to Excavation

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

1.3 GOVERNMENT-INSTALLED WORK

Allow the Government access to the facility towards the end of construction to provide Furniture, Fixtures and Equipment (FF&E) in the

SECTION 01 11 00 Page 1 building. Coordinate efforts with Government FF&E installers to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the FF&E installers into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.4 NAVY AND MARINE CORPS INTRANET (NMCI) COORDINATION REQUIREMENTS

1.4.1 NMCI Contractor Access

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

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

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

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 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.

1.2.1.1 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.

1.2.1.2 Additional Personnel Requirements

1.2.1.2.1 General Construction

General construction of the controlled area 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. Utility work that penetrates the controlled area and installation of doors in these areas are not general construction.

1.2.1.2.2 Finish Work

Finish Work within the controlled area must be accomplished by personnel who are United States Citizens. Finish Work includes construction activities such as insulation, floor, partition, and ceiling systems;

cabinet work; conveyor systems; specialties; building furnishings, fixtures, 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.

SECTION 01 14 00 Page 1

1.2.1.2.3 Electronic Security Systems Equipment

Electronic Security Systems equipment such as processing control units, workstations, field panels, sensors, high security locks, card readers, cable installation, and system programming, testing and training must be performed by U.S. companies using U.S. citizens who have been subjected to a trustworthiness determination .

1.2.1.3 Installation Access

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

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.

1.2.1.3.1 Registration for DBIDS

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

Procedure includes:

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

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

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

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

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

1.2.1.3.2 DBIDS Eligibility Requirements

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

An adjudication process may be initiated when a background screen failure

SECTION 01 14 00 Page 2 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.

1.2.1.3.3 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.

1.2.1.3.4 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.

1.2.1.4 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.

1.2.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., a.m. and p.m., Monday through Friday, exluding weekends and Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures

SECTION 01 14 00 Page 3 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, and compressed air 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. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERAGE.

1.3 SECURITY REQUIREMENTS

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

1.4 SPECIAL CONSTRUCTION REQUIREMENTS

All construction activities associated with the secure area construction must be in accordance with the requirements below.

This project has a Construction Security Plan (CSP) prepared by NUWCDIVNPT Security that will be followed by the Contractor in the execution of the work. The NAVY will have designated Construction Surveillance Technicians (CST) that will ensure the CSP is followed and will perform periodic inspections of materials and installed work elements at various milestones as the project progresses. The CSP will establish specific jobsite access controls and restrictions to be in place and enforced for the duration of this project.

A. Construction Security Plan (CSP). This plan is prepared by NUWC Security and will be followed by the contractor in the execution of the work.

B. Construction Surveillance Technician (CST). A NUWC Security person or persons that will monitor the work progress and will ensure conformance to the CSP. The CST will perform periodic inspections of the jobsite, site access, the stored materials, and the work completed to date. The Contractor shall cooperate with the CST and provide access for inspection. The CST will also establish and monitor site access controls and contractor personnel access.

SECTION 01 14 00 Page 4

C. Site Access Controls. In addition to base access at an entry gate, a single point of entry and exit will be established for site specific access at secure areas within the new faclity.

Control measures will include worker identity verification; random security searches at the entry and exit points; physical barriers to deny unauthorized access; signage identifying prohibited or restricted items. All tools and equipment used in the execution of the work shall be inspected by the CST when first brought to the jobsite. A daily visitor log shall be kept and maintained by the Contractor with check-in/check-out times of each person accessing the site. Cameras, cell phones, personal computers, and other similar electronic devices will not be permitted at NUWCDIVNPT or in the controlled work area.

D. Work Area. The work area of the jobsite will be controlled by use of barriers to segregate the construction workers and activities from NUWC operational activities. Temporary barriers shall be installed and maintained by the Contractor in accordance with the CSP to protect against unauthorized access or visual observation of the jobsite. Barriers will be maintained by the Contractor and monitored by the CST.

E. Material Storage. A specific secured storage area (SSA) will be established at or near the jobsite in accordance with the CSP, and designated by the CST, for all construction material storage to be used for the project. This secured storage location will be of limited access in order to protect the construction material after inspection and acceptance by the CST. The storage area will be locked or secured at all times.

F. Conformance Inspections. NUWC or NAVY Security personnel will conduct periodic inspections of work elements to determine conformance with the contract plans and specifications. These sequential, periodic progress inspections require that specific Definable Features of Work (DFOW) be inspected and accepted prior to being concealed or otherwise covered by subsequent work (DFOW). DFOW that is covered or concealed prior to acceptance by NUWC or NAVY Security will result in re-work or re-install.

The contractor shall provide a detailed schedule of work activities to the Government at the weekly project meeting the week prior so the Government can schedule inspections with the contractor. If the contractor fails to schedule the inspections with the Government, any work covered up or concealed prior to the Government performing the inspection shall be removed at the contractor's expense to permit the Government to inspect the work. The contractor will be allowed to proceed with the next sequential work element only after the Government informs the contractor the work is acceptable and subsequent work may proceed. Any non-conforming work shall be placed on the re-work items list .

G. Escort Requirements. All contractors issued NUWC access badges will require NUWC escort when entering a NUWC Building. NUWC access badges are for 'Exterior Work Only'. The NUWC escort procedures will be established at the post-award kickoff meeting. A NUWC government employee is required to accompany and escort contractor personnel when entering and working in any building at NUWCDIVNPT. All contractor personnel require a NUWC

SECTION 01 14 00 Page 5 employee escort at all times when entering and working in buildings.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 6

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 3: 02/23

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of Contract 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. 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.

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

SECTION 01 20 00 Page 1 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.

1.3.3 Schedule Requirements for HVAC TAB

The field work requirements in Section 23 05 93.00 22 TESTING, ADJUSTING, AND BALANCING FOR HVAC must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. The value for each pay item listed below will be established on a case by case basis for each Contract. The line items are as follows:

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

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

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

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

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

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

SECTION 01 20 00 Page 2 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, base equipment use rates 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 for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

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

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

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

d. 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.

1.5.2 Submission of Invoices

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

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

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

1.5.3 Final Invoice

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

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

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

1.6 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 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.

SECTION 01 20 00 Page 4

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 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…

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