B13_Facility Repairs - Specifications - Vol 1 of 2.pdf

CONTROLLED

DISTRIBUTION STATEMENT F. Further dissemination only as directed by Portsmouth Naval Shipyard, NAVFAC (December 3, 2018) or higher DoD authority.

NAVFAC MIDLANT, Public Works Department, Maine eProjects Work Order No.: 1548987

SPECIFICATIONS

B13 Base Communications Facility Repairs

At the

Portsmouth Naval Shipyard, Kittery, Maine

Volume 1 of 2

PREPARED BY:

NAVFAC Midlant PWD ME Building 59

Portsmouth Naval Shipyard Kittery, Maine 03801-2032

REQUEST FOR PROPOSAL PREPARED BY:

Architectural: Peter MacGovern, R.A. Electrical: Wayne Whippie, P.E.

Civil: Paul J. Miller, P.E. Fire Protection: Laura Clebak, P.E.

Structural: David N. Martin, P.E., S.E. Environmental: N/A Mechanical: Andrew J. Kitchen, P.E. Estimating: Oak Point Associates

Submitted By: Scott Hughes, R.A. Signature Date: May 20, 2020

Approved By PME Signature Date: (Submittal Date) (Printed Name of CIBL/PMEB Head)

Design Manager: Signature Date: (Submittal Date) (Printed Name of NAVFAC DM)

B13 BASE COMMUNICATIONS FACILITY REPAIRS 1548987

PORTSMOUTH NAVAL SHIPYARD, KITTERY, MAINE

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 41 00 BID SCHEDULES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00.00 22 WORK RESTRICTIONS (PWD ME)

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES (PWD ME)

01 30 00.00 22 ADMINISTRATIVE REQUIREMENTS (PWD ME)

01 31 23.13 22 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 25 NETWORK ANALYSIS SCHEDULES (NAS) (PWD ME)

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 22 GOVERNMENT SAFETY REQUIREMENTS (PWD ME)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 44 00.22 ARCHAEOLOGICAL MONITORING (PWD ME)

01 45 00.00 20 QUALITY CONTROL (PWD ME)

01 45 35 SPECIAL INSPECTIONS

01 50 00.00 22 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS (PWD ME)

01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS - PORTSMOUTH NAVAL

SHIPYARD (PWD ME)

01 74 19.00 22 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT (PWD ME)

01 75 00 STARTING AND ADJUSTING

01 78 00.00 22 CLOSEOUT SUBMITTALS (PWD ME)

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 22 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 42 91 REMOVAL AND SALVAGE OF HISTORIC CONSTRUCTION MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD, CADMIUM, AND CHROMIUM REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 01 00.91 RESTORATION AND CLEANING OF MASONRY IN HISTORIC STRUCTURES

04 20 00 UNIT MASONRY

04 30 00 STONE STEPS AND LANDINGS

04 40 00 ADHERED STONE MASONRY VENEER

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 19.02 SELF-ADHERING AIR BARRIERS AND AIR AND VAPOR CONTROL

LAYERS

07 41 13.16 COPPER ROOF PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 57 14 SPRAYED POLYURETHANE FOAM (SPF) INSULATION

07 60 00 FLASHING AND SHEET METAL

07 62 10 COPPER SHEET METAL FLASHING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 00 EXPANSION CONTROL

DIVISION 08 - OPENINGS

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 51 13 ALUMINUM WINDOWS

08 51 69.10 ALUMINUM STORM WINDOWS

08 52 00 WOOD WINDOWS

08 52 70 WOOD WINDOWS AND DOORS - REPAIR AND REHABILITATION

08 71 00 DOOR HARDWARE

08 71 13 AUTOMATIC DOOR OPERATORS

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 01 90.50 PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR

PAINTING

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 25 00 PLASTER RESTORATION

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS (FRP)

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

PROJECT TABLE OF CONTENTS Page 2

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 16.00 20 DRY-PIPE FIRE SPRINKLER SYSTEMS

21 22 00.00 40 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

25 50 00.00 20 CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

PROJECT TABLE OF CONTENTS Page 3

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DIVISION 31 - EARTHWORK

31 23 00.00 22 EXCAVATION AND FILL (PWD ME)

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 46 13 FOUNDATION DRAINAGE SYSTEM

33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

33 63 13 EXTERIOR UNDERGROUND STEAM DISTRIBUTION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NAVFAC PWD ME

NO. DWG NO. DWG NO. TITLE

G-001 12814045 13-20-199 COVER SHEET

G-002 12814046 13-20-200 LIST OF DRAWINGS

G-003 12814047 13-20-201 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

G-004 12814048 13-20-202 PHASING PLANS-1

G-005 12814049 13-20-203 PHASING PLANS-2

G-006 12814050 13-20-204 GENERAL CONSTRUCTION REQUIREMENTS AND

CONSTRAINTS

G-007 12814051 13-20-205 GENERAL CONSTRUCTION REQUIREMENTS

AND CONSTRAINTS TEMPORARY UTILITIES

G-008 12814052 13-20-206 GENERAL CONSTRUCTION REQUIREMENTS

AND CONSTRAINTS EXISTING PARKING

G-101 12814053 13-20-207 CODE COMPLIANCE SUMMARY

G-102 12814054 13-20-208 BASEMENT LIFE SAFETY PLAN

G-103 12814055 13-20-209 FIRST FLOOR LIFE SAFETY PLAN

G-104 12814056 13-20-210 SECOND FLOOR LIFE SAFETY PLAN

G-105 12814057 13-20-211 THIRD FLOOR LIFE SAFETY PART PLAN

HM101 12814058 13-20-212 BASEMENT AND FIRST FLOOR

HAZARDOUS MATERIALS REMOVALS PLANS

HM102 12814059 13-20-213 SECOND AND THIRD FLOOR

HAZARDOUS MATERIALS REMOVALS PLANS

C-001 12814060 13-20-214 CIVIL NOTES, LEGEND AND ABBREVIATIONS

CX101 12814061 13-20-215 EXISTING CONDITIONS SITE PLAN

CX102 12814062 13-20-216 EXISTING CONDITIONS/UNDERGROUND UTILITIES

PLAN

CD101 12814063 13-20-217 SITE REMOVALS PLAN

CS101 12814064 13-20-218 SITE PLAN

CU101 12814065 13-20-219 SITE UTILITY PLAN

CU102 12814066 13-20-220 STREAM SERVICE REPLACEMENT PLAN

AND PROFILE

CG101 12814067 13-20-221 GRADING AND EROSION CONTROL PLAN

C-301 12814068 13-20-222 STORM DRAIN LINE PROFILES

C-501 12814069 13-20-223 SITE DETAILS-1 AND EROSION AND

SEDIMENTATION CONTROL NOTES

C-502 12814070 13-20-224 SITE DETAILS-2

C-503 12814071 13-20-225 SITE DETAILS-3

C-504 12814072 13-20-226 EAST STAIR/RAMP PLAN AND DETAILS

C-505 12814073 13-20-227 WEST STAIR PLAN AND STAIR DETAILS

DOCUMENT 00 01 15 Page 1

C-506 12814074 13-20-228 MISCELLANEOUS SITE DETAILS

C-507 12814075 13-20-229 STEAM SERVICE DETAILS

S-001 12814076 13-20-230 STRUCTURAL NOTES

S-002 12814077 13-20-231 DESIGN LOADS AND ABBREVIATIONS

SD101 12814078 13-20-232 STAIR TOWER REMOVALS FOUNDATION

AND FRAMING PLANS

SB101 12814079 13-20-233 FOUNDATION PLAN - STAIR TOWER

SB501 12814080 13-20-234 FOUNDATION DETAILS 1

SB502 12814081 13-20-235 FOUNDATION DETAILS 2

SB503 12814082 13-20-236 FOUNDATION DETAILS 3

SB504 12814083 13-20-237 FOUNDATION DETAILS 4

SF101 12814084 13-20-238 FRAMING PLANS

SF102 12814085 13-20-239 EXISTING FIRST FLOOR FRAMING PART PLAN

SF201 12814086 13-20-240 MASONRY WALL ELEVATIONS 1

SF202 12814087 13-20-241 MASONRY WALL ELEVATIONS 2

SF501 12814088 13-20-242 STRUCTURAL DETAILS 1

SF502 12814089 13-20-243 STRUCTURAL DETAILS 2

AD001 12814090 13-20-244 REMOVALS GENERAL NOTES AND REMOVAL

KEYNOTES

AD101 12814091 13-20-245 BASEMENT REMOVALS PLAN

AD102 12814092 13-20-246 FIRST FLOOR REMOVALS PLAN

AD103 12814093 13-20-247 SECOND FLOOR REMOVALS PLAN

AD104 12814094 13-20-248 THIRD FLOOR REMOVALS PART PLAN

AD120 12814095 13-20-249 ROOF REMOVALS PLAN 1

AD121 12814096 13-20-250 ROOF REMOVALS PLANS 2

AD201 12814097 13-20-251 BUILDING ELEVATIONS REMOVALS

AD220 12814098 13-20-252 BUILDING SECTION REMOVALS

AD740 12814099 13-20-253 INTERIOR ELEVATIONS REMOVALS

AE001 12814100 13-20-254 WALL TYPES

AE002 12814101 13-20-255 FIRESTOPPING DETAILS AND KEYNOTES

AE101 12814102 13-20-256 BASEMENT PLAN

AE102 12814103 13-20-257 FIRST FLOOR PLAN

AE103 12814104 13-20-258 SECOND FLOOR PLAN

AE104 12814105 13-20-259 THIRD FLOOR PART PLAN

AE120 12814106 13-20-260 ROOF PLAN 1

AE121 12814107 13-20-261 ROOF PLANS 2

AE201 12814108 13-20-262 BUILDING ELEVATIONS 1

AE202 12814109 13-20-263 BUILDING ELEVATION 2

AE220 12814110 13-20-264 BUILDING SECTIONS 1

AE221 12814111 13-20-265 BUILDING SECTIONS 2

AE301 12814112 13-20-266 WALL SECTIONS 1

AE302 12814113 13-20-267 WALL SECTIONS 2

AE303 12814114 13-20-268 WALL SECTION DETAILS

AE401 12814115 13-20-269 TOILET PLANS AND ELEVATIONS AND

STANDARD MOUNTING HEIGHTS

AE440 12814116 13-20-270 STAIR AND ELEVATOR PLANS

AE441 12814117 13-20-271 STAIR AND ELEVATOR SECTIONS

AE442 12814118 13-20-272 STAIR DETAILS

AE443 12814119 13-20-273 ELEVATOR DETAILS

AE501 12814120 13-20-274 PLAN DETAILS 1

AE502 12814121 13-20-275 PLAN DETAILS 2

AE503 12814122 13-20-276 ISOLATION JOINT DETAILS

AE520 12814123 13-20-277 ROOF DETAILS 1

AE521 12814124 13-20-278 ROOF DETAILS 2

AE540 12814125 13-20-279 CASEWORK DETAILS

AE601 12814126 13-20-280 DOOR SCHEDULE AND DOOR AND FRAME

TYPES

DOCUMENT 00 01 15 Page 2

AE602 12814127 13-20-281 DOOR DETAILS

AE620 12814128 13-20-282 WINDOW TYPES

AE621 12814129 13-20-283 WINDOW DETAILS

AE640 12814130 13-20-284 ROOM FINISH SCHEDULE AND COLOR KEY/

MANUFACTURER GUIDE

AE660 12814131 13-20-285 SIGNAGE SCHEDULE AND DETAILS

AE701 12814132 13-20-286 BASEMENT REFLECTED CEILING PLAN

AE702 12814133 13-20-287 FIRST FLOOR REFLECTED CEILING PLAN

AE703 12814134 13-20-288 SECOND FLOOR REFLECTED CEILING PLAN

AE704 12814135 13-20-289 THIRD FLOOR REFLECTED CEILING PART PLAN

AND DETAILS

AE740 12814136 13-20-290 INTERIOR ELEVATIONS 1

AE741 12814137 13-20-291 INTERIOR ELEVATIONS 2

AE742 12814138 13-20-292 INTERIOR ELEVATIONS 3

AE743 12814139 13-20-293 INTERIOR ELEVATIONS 4

AE744 12814140 13-20-294 INTERIOR ELEVATIONS 5

AE745 12814141 13-20-295 INTERIOR ELEVATIONS 6

AE746 12814142 13-20-296 INTERIOR ELEVATIONS 7

AE801 12814143 13-20-297 FLOOR PATTERNS

AE820 FIRST FLOOR FURNITURE PLAN (FOR REFERENCE

ONLY)

AE821 SECOND FLOOR FURNITURE PLAN (FOR

REFERENCE ONLY)

AE901 12814144 13-20-298 TEMPORARY TRAILER FLOOR PLANS 1

AE902 12814145 13-20-299 TEMPORARY TRAILER FLOOR PLANS 2

AE903 12814146 13-20-300 TEMPORARY TRAILER FURNITURE LAYOUT 1

(FOR REFERENCE ONLY)

AE904 12814147 13-20-301 TEMPORARY TRAILER FURNITURE LAYOUT 2

(FOR REFERENCE ONLY)

FX001 12814148 13-20-302 FIRE SUPPRESSION NOTES, LEGENDS, AND

ABBREVIATIONS

FD101 12814149 13-20-303 BASEMENT FIRE SUPPRESSION

REMOVALS PLAN

FD102 12814150 13-20-304 FIRST FLOOR FIRE SUPPRESSION REMOVALS

PLAN

FD103 12814151 13-20-305 SECOND FLOOR FIRE SUPPRESSION REMOVALS

PLAN

FD104 12814152 13-20-306 THIRD FLOOR AND CLOCK TOWER

FIRE SUPPRESSION REMOVALS PART PLANS

FD105 12814153 13-20-307 ATTIC AND TOWER FIRE SUPPRESSION

REMOVALS PLAN

FX002 12814154 13-20-308 FIRE SUPPRESSION KEYPLANS

FX101 12814155 13-20-309 BASEMENT FIRE SUPPRESSION PLAN

FX102 12814156 13-20-310 FIRST FLOOR FIRE SUPPRESSION PLAN

FX103 12814157 13-20-311 SECOND FLOOR FIRE SUPPRESSION PLAN

FX104 12814158 13-20-312 THIRD FLOOR FIRE SUPPRESSION PART PLAN

FX105 12814159 13-20-313 ATTIC AND CLOCK TOWER FIRE SUPPRESSION

PLAN

FX106 12814160 13-20-314 CLOCK AND BELL TOWER FIRE SUPPRESSION

PLANS

FX501 12814161 13-20-315 FIRE SUPPRESSION DETAILS

FA001 12814162 13-20-316 GENERAL FIRE ALARM AND MASS NOTIFICATION

NOTES, SYMBOLS, AND ABBREVIATIONS

FA101 12814163 13-20-317 BASEMENT FIRE ALARM AND MASS

NOTIFICATION PLAN

FA102 12814164 13-20-318 FIRST FLOOR FIRE ALARM AND MASS

NOTIFICATION PLAN

FA103 12814165 13-20-319 SECOND FLOOR FIRE ALARM AND MASS

DOCUMENT 00 01 15 Page 3

NOTIFICATION PLAN

FA104 12814166 13-20-320 THIRD FLOOR, ATTIC, AND CLOCK

TOWER FIRE ALARM AND MASS NOTIFICATION

PART PLANS

FA601 12814167 13-20-321 FIRE ALARM AND MASS NOTIFICATION

RISER AND MATRIX

P-001 12814168 13-20-322 PLUMBING GENERAL NOTES, LEGENDS AND

ABBREVIATIONS

PD101 12814169 13-20-323 BASEMENT PLUMBING REMOVALS PLAN

PD102 12814170 13-20-324 FIRST FLOOR PLUMBING REMOVALS PLAN

PD103 12814171 13-20-325 SECOND FLOOR PLUMBING REMOVALS PLAN

PD104 12814172 13-20-326 THIRD FLOOR PLUMBING REMOVALS PLAN

P-101 12814173 13-20-327 BASEMENT PLUMBING PLAN

P-102 12814174 13-20-328 FIRST FLOOR PLUMBING PLAN

P-103 12814175 13-20-329 SECOND FLOOR PLUMBING PLAN

P-401 12814176 13-20-330 ENLARGED PLUMBING PART PLANS 1

P-402 12814177 13-20-331 ENLARGED PLUMBING PART PLANS 2

P-501 12814178 13-20-332 PLUMBING DETAILS 1

P-601 12814179 13-20-333 PLUMBING SCHEDULES 1

P-701 12814180 13-20-334 PLUMBING RISER DIAGRAMS 1

M-001 12814181 13-20-335 MECHANICAL LEGENDS AND ABBREVIATIONS

MD101 12814182 13-20-336 BASEMENT MECHANICAL REMOVALS PLAN

MD102 12814183 13-20-337 FIRST FLOOR MECHANICAL REMOVALS PLAN

MD103 12814184 13-20-338 SECOND FLOOR MECHANICAL REMOVALS PLAN

MD104 12814185 13-20-339 MECHANICAL REMOVALS PART PLANS

MH101 12814186 13-20-340 BASEMENT MECHANICAL DUCTWORK PLAN

MH102 12814187 13-20-341 FIRST FLOOR MECHANICAL DUCTWORK PLAN

MH103 12814188 13-20-342 SECOND FLOOR MECHANICAL DUCTWORK PLAN

MH104 12814189 13-20-343 MECHANICAL DUCTWORK PART PLANS

MP101 12814190 13-20-344 BASEMENT MECHANICAL PIPING PLAN

MP102 12814191 13-20-345 FIRST FLOOR MECHANICAL PIPING PLAN

MP103 12814192 13-20-346 SECOND FLOOR MECHANICAL PIPING PLAN

MP104 12814193 13-20-347 MECHANICAL PIPING PART PLANS

M-501 12814194 13-20-348 MECHANICAL DETAILS 1

M-502 12814195 13-20-349 MECHANICAL DETAILS 2

M-503 12814196 13-20-350 MECHANICAL DETAILS 3

M-601 12814197 13-20-351 MECHANICAL SCHEDULES 1

M-602 12814198 13-20-352 MECHANICAL SCHEDULES 2

M-701 12814199 13-20-353 CONTROL DIAGRAMS 1

M-702 12814200 13-20-354 CONTROL DIAGRAMS 2

M-703 12814201 13-20-355 CONTROL DIAGRAMS 3

M-704 12814202 13-20-356 CONTROL DIAGRAMS 4

E-001 12814203 13-20-357 ELECTRICAL SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

ED101 12814204 13-20-358 BASEMENT ELECTRICAL REMOVALS PLAN

ED102 12814205 13-20-359 FIRST FLOOR ELECTRICAL REMOVALS PLAN

ED103 12814206 13-20-360 SECOND FLOOR ELECTRICAL REMOVALS PLAN

ED104 12814207 13-20-361 THIRD FLOOR ELECTRICAL REMOVALS PLAN

ED120 12814208 13-20-362 ROOF ELECTRICAL REMOVALS PLAN

ED121 12814209 13-20-363 TOWERS ELECTRICAL REMOVALS PLAN

ED200 12814210 13-20-364 ANTENNA REMOVALS ELEVATION AND SCHEDULE

ED501 12814211 13-20-365 ONE-LINE DIAGRAM REMOVALS

ED601 12814212 13-20-366 EXISTING PANELBOARD SCHEDULES 1

ED602 12814213 13-20-367 EXISTING PANELBOARD SCHEDULES 2

ED603 12814214 13-20-368 EXISTING PANELBOARD SCHEDULES 3

EP101 12814215 13-20-369 BASEMENT POWER PLAN

DOCUMENT 00 01 15 Page 4

EP102 12814216 13-20-370 FIRST FLOOR POWER PLAN

EP103 12814217 13-20-371 SECOND FLOOR POWER PLAN

EP104 12814218 13-20-372 THIRD FLOOR POWER PLAN

EP105 12814219 13-20-373 ATTIC AND TOWER POWER PLAN

EP106 12814220 13-20-374 CLOCK TOWER AND BELL TOWER POWER PLANS

EP120 12814221 13-20-375 ROOF LIGHTNING PROTECTION PLAN

EP401 12814222 13-20-376 ELECTRICAL PART PLANS 1

EP402 12814223 13-20-377 ELECTRICAL PART PLANS 2

EP501 12814224 13-20-378 ONE-LINE DIAGRAM

EP502 12814225 13-20-379 POWER DETAILS 1

EP503 12814226 13-20-380 POWER DETAILS 2

EP504 12814227 13-20-381 POWER DETAILS 3

EP505 12814228 13-20-382 POWER DETAILS 4

EP506 12814229 13-20-383 POWER DETAILS 5

EP507 12814230 13-20-384 HVAC EQUIPMENT WIRING SCHEDULES

EP601 12814231 13-20-385 PANELBOARD SCHEDULES 1

EP602 12814232 13-20-386 PANELBOARD SCHEDULES 2

EP603 12814233 13-20-387 PANELBOARD SCHEDULES 3

EP604 12814234 13-20-388 PANELBOARD SCHEDULES 4

EP605 12814235 13-20-389 PANELBOARD SCHEDULES 5

EL101 12814236 13-20-390 BASEMENT LIGHTING PLAN

EL102 12814237 13-20-391 FIRST FLOOR LIGHTING PLAN

EL103 12814238 13-20-392 SECOND FLOOR LIGHTING PLAN

EL104 12814239 13-20-393 THIRD FLOOR LIGHTING PLAN

EL105 12814240 13-20-394 ATTIC AND TOWER LIGHTING PLAN

EL106 12814241 13-20-395 CLOCK TOWER AND BELL TOWER LIGHTING PLANS

EL601 12814242 13-20-396 LIGHTING CONTROL DIAGRAMS AND DETAILS

EL701 12814243 13-20-397 LIGHTING FIXTURE SCHEDULE AND DETAILS

EL702 12814244 13-20-398 LIGHTING FIXTURE DETAILS

ET101 12814245 13-20-399 BASEMENT TECHNOLOGY PLAN

ET102 12814246 13-20-400 FIRST FLOOR TECHNOLOGY PLAN

ET103 12814247 13-20-401 SECOND FLOOR TECHNOLOGY PLAN

ET104 12814248 13-20-402 THIRD FLOOR TECHNOLOGY PLAN

ET105 12814249 13-20-403 ATTIC AND TOWER TECHNOLOGY PLAN

ET106 12814250 13-20-404 CLOCK TOWER AND BELL TOWER TECHNOLOGY

PLANS

ET501 12814251 13-20-405 TECHNOLOGY ONE-LINE DIAGRAMS

ET502 12814252 13-20-406 TECHNOLOGY DETAILS

ET503 12814253 13-20-407 TECHNOLOGY AND SECURITY DETAILS 1

ET504 12814254 13-20-408 TECHNOLOGY AND SECURITY DETAILS 2

EY501 12814255 13-20-409 SECURITY ONE-LINE DIAGRAM, EQUIPMENT

SCHEDULE AND DETAILS

-- End of Document --

DOCUMENT 00 01 15 Page 5

BUILDING 13 BASE COMMUNICATIONS FACILITY REPAIRS 1548987

Document 00 41 00 Page 1

DOCUMENT 00 41 00

BID SCHEDULES

01/07

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Options and Unit Prices

This contract will be awarded with options and unit prices required for specifically selected work. A description of the options and schedule of the unit price work is contained in Standard Form 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys."

Document 00 41 00 Page 2

Options and Unit Prices Form

N40085-XX-X-XXXX

(i) Item 0001: Base Amount

Basis of Bid for Item 0001 shall be the Total Amount for Item 0001, but not including the work indicated or specified to be provided under any Option Item.

Item Description Estimated Quantity

Unit Unit Price Amount

0001 All work complete in accordance with the drawings and specifications.

1 Job LS $_____ $_____

Total Amount for Item 0001 $_____

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

Any bid price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

(ii) Item 0002: Option 1

Option may be exercised at the time of award or within 365 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment. Method for evaluation for bids for award purposes is specified below.

Basis of Bid for Item 0002 shall be the addition of the following work complete:

Clock Tower Clock Repair: Price for providing work in connection with the procurement and installation of all labor, material, equipment, transportation, coordination, testing, and supervision required for repairing, making functional and synchronizing the four clock tower clock faces.

Bid Item 0002 $_____

If Option is exercised, the contract completion date remains the same.

The low bidder for purposes of award will be determined as in Clause "FAR 52.217-4, Evaluation of Options Exercised at Time of Contract Award," of Section 00200, "Instructions to Bidders."

Document 00 41 00 Page 3

(iii) Item 0003: Option 2

Option may be exercised at the time of award or within 365 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment. Method for evaluation for bids for award purposes is specified below.

Basis of Bid for Item 0003 shall be the addition of the following work complete:

Temporary Trailers and Furniture Relocation: Price for providing work in connection with the procurement and installation of temporary trailers including all labor, material, equipment, transportation, coordination, utility services and connections, ABA ramps, stairs, setup and removal, as well as existing furniture relocation from B13 to temporary trailers and then contractor to dispose of furniture B13 once complete, testing, and supervision required for three 12ft x 60ft (nominal) single wide trailers, two 12ft x 50ft (nominal) single wide trailers, and one bathroom trailer (including monthly pumping costs). Trailer setup shall include security grilles on the windows and data requirements as described in the Contract Documents.

Bid Item 0003 $_____

If Option is exercised, the contract completion date remains the same.

The low bidder for purposes of award will be determined as in Clause "FAR 52.217-4, Evaluation of Options Exercised at Time of Contract Award," of Section 00200, "Instructions to Bidders."

(iv) Item 0004: Option 3

Option may be exercised at the time of award or within 365 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment. Method for evaluation for bids for award purposes is specified below.

Basis of Bid for Item 0004 shall be the addition of the following work complete:

Steam Condensate Replacement: Price for providing work in connection with the procurement and installation of all labor, material, equipment, transportation, coordination, testing, and supervision required to remove existing 3-inch diameter steam and condensate service piping in concrete trench from Manhole #3 to Building 13, and replace with new pre-engineered, direct buried system consisting of 2-inch steam and 1-1/2-inch condensate piping, with fittings, anchors, and appurtenances required for a complete and operational system.

Bid Item 0004 $_____

If Option is exercised, the contract completion date remains the same.

Document 00 41 00 Page 4

The low bidder for purposes of award will be determined as in Clause "FAR 52.217-4, Evaluation of Options Exercised at Time of Contract Award," of Section 00200, "Instructions to Bidders."

(v) Item 0005: Option 4

Option may be exercised at the time of award or within 365 calendar days after award by the Contracting Officer. A firm fixed bid price is required for the option. No provision is made for economic price adjustment. Method for evaluation for bids for award purposes is specified below.

Basis of Bid for Item 0005 shall be the addition of the following work complete:

Future Card Readers: Price for providing work in connection with the procurement and installation of all labor, materials and equipment including but not limited to; conduit, wiring, final connections, electrical boxes, power supplies, electrified door hardware coordination, supervision and testing of wiring and system components for future card readers (card readers to be installed by Government).

Bid Item 0005 $_____

If Option is exercised, the contract completion date remains the same.

Note: The minimum bid guarantee shall be 100 percent of the aggregate amount of Items 0001, 0002, 0003, 0004 and 0005.

Note: If options are exercised, additional bonding and consent of surety will be required. Consequently, the Performance Bond shall reflect 100 percent of the aggregate amount of Items 0001, 0002, 0003, 0004 and 0005.

1.1.1 Unit Prices

This contract will be solicited with unit prices to be applied to estimated quantities for selected work. A description of the items and schedule of the unit price work is contained below. See Contract Clauses, “FAR 52.211-18, Variation in Estimated Quantity” and “FAR 52.236-16, Quantity Surveys.”

Contractor is responsible for field measurement of all quantities.

Item Description Estimated Quantity

Unit Unit Price Amount

0001a Rock excavation, handling, and disposal.

200 CY $_____ $_____

Total Amount for Item 0001a $_____

Document 00 41 00 Page 5

Item Description Estimated Quantity

Unit Unit Price Amount

0001b Plaster repair. 800 SF $_____ $_____

Total Amount for Item 0001b $_____

1.1.2 Contract Line Item Notes

General

1. Award will be made on the total sum of Items 0001, 0002, 0003, 0004, 0005. Offerors shall enter unit prices and/or extended totals in spaces provided. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended price and the total recomputed accordingly. If an offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

2. FAR 52.217-5, Evaluation of Options (Jul 1990) - Except when it is determined in accordance with FAR 17.206 (b) not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

3. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

4. The Government reserves the unilateral right to award Items 0001, 0002, 0003, 0004 and 0005 to the Contractor at the proposed price within 365 calendar days after contract award. A firm fixed proposed price is required for Items 0001, 0002, 0003, 0004, 0005. No provision is made for economic price adjustment. If Options are exercised, the contract completion date remains 675 calendar days after award of the contract.

5. The Performance Bond shall reflect 100 percent of the aggregate amount of all items.

End of Document --

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-11 Preconstruction Submittals

Work Sequencing and Preparation Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project includes, but is not limited to; renovations to Building 13.

The project consists of first floor office space, equipment rooms, personnel support area renovations; creating second floor open office areas and teaming spaces, and third floor storage areas; and monumental stair and historic clock repairs. Renovations will include the following:

hazardous materials abatement, electrical (e.g. power, grounding, etc.), telecommunications (e.g. telephone, NMCI and Portsnet), access control system pathways, mechanical (e.g. ventilation, etc.), plumbing (e.g.

water, etc.), and fire protection/life safety (e.g. fire separation, sprinklers, alarm, and storage, etc.) systems; structural reinforcement;

painting; civil/site work including trenching and rock removal; exterior envelope masonry repairs; and historic salvage, restoration, repair, and reinstallation and incidental related work. New construction includes a stairwell and elevator tower.

Project Options Include:

Option 1: Furniture, Fixtures and Equipment (FF&E) Option 2: Restore Clock Tower

1.2.2 Project Sequencing/Phasing Requirements

The following restrictions apply to the sequencing of the work:

a. Existing equipment to remain in construction areas (e.g. telephone, network equipment, office furniture, etc.) shall be protected from dust, debris, demolition, and construction activities to ensure the items are not damaged and are useable at project completion.

Temporary partitions to be full height.

b. The building will be occupied by Government personnel adjacent to work areas during the project. Access to telephone and network areas is required 24 hours/day, 7 days/week. These networks are critical to Shipyard operations. Shutdowns and outages shall be coordinated with the Contracting Officer.

SECTION 01 11 00 Page 1

c. Construction sequencing plans have been developed in coordination with the Government. It is the Contractors responsibility to develop an independent construction phasing plan and construction schedule in coordination with the Contracting Officer.

d. Building 13 is a historic facility and requires special coordination to have limited impact on the historic fabric and character defining features of the structure. Work shall comply with the "Secretary of the Interior's Standards for the Treatment of Historic Properties."

Cross disciplinary coordination drawings are required for review and approval by the Contracting Officer and the PWD-ME Cultural Resources Manager prior to commencement of work.

1.2.3 Location

The work is located at the Portsmouth Naval Shipyard, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 PROJECT SEQUENCING REQUIREMENTS

Provide Work Sequencing and Preparation Plan indicating how the work is to be accomplished and incorporating Government directives. The intent of this Plan is for the Contractor to show the Government that a complete understanding of the project requirements are understood by the Contractor and his/her subcontractors. The Plan shall be carefully prepared and shall include every aspect of the project and how it is to be accomplished with an absolute minimum of disruption to Government operations in and around Building 13. No work may begin on the project until this plan is reviewed and approved by the Government.

1.4 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

e. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

f. Reduce construction waste through reuse, recycling, and supplier take-back.

SECTION 01 11 00 Page 2

1.5 OCCUPANCY OF PREMISES

Adjacent building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

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. While the building is occupied, life safety measures and access to egress components must be maintained.

Parking is a critical component of work on the Shipyard and parking outages will be required and coordinated with the Contracting Officer.

1.6 EXISTING WORK

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

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

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

1.7 LOCATION OF UNDERGROUND UTILITIES

Verify location of underground utilities in accordance with Section

01 35 26.00 22 GOVERNMENT SAFETY REQUIREMENTS (PWD ME).

1.7.1 Notification Prior to Excavation

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

1.8 SECURE NETWORK PROVIDERS COORDINATION REQUIREMENTS (BCO, PORTSNET, AND

NMCI)

1.8.1 Secure Network Providers Contractor Access

The Secure Network Providers Contractor(s) must be allowed access to the facility throughout the project construction phases to maintain existing equipment that is to remain, as well as towards the end of construction (finishes 90% complete, rough-in 100% complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications room and spaces and to make final connections. The Construction Contractor will be required to coordinate his/her efforts with the Secure Network Providers Contractor(s) to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the Contractors, the Construction Contractor must, within one week, incorporate the effort of additional Contractor coordination into his/her construction schedule to demonstrate his/her plan for maintaining the contract duration.

SECTION 01 11 00 Page 3

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00.00 22

WORK RESTRICTIONS (PWD ME)

01/2020

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.3 SPECIAL SCHEDULING REQUIREMENTS (PNSY)

a. The facility will remain in operation during the construction period.

The Contractor shall conduct his/her operations so as to cause the least possible interference with normal operations of the adjacent buildings and the Portsmouth Naval Shipyard.

b. Permission to interrupt any Portsmouth Naval Shipyard roads, crane rail, railroads, and/or utility services shall be submitted to the Contracting Officer in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES (PNSY)

Notify the Contracting Officer 30 days in advance for any wide loads. The Contractor shall contact the Contracting Officer to determine if there are other access limitations at the Portsmouth Naval Shipyard.

Ensure that Contractor personnel employed on the Portsmouth Naval Shipyard become familiar with and obey Portsmouth Naval Shipyard regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter restricted areas unless required to do so and until cleared for such entry.

SECTION 01 14 00.00 22 Page 1

All Contractor's equipment shall be conspicuously marked with company signage for identification.

1.4.1 Subcontractors and Personnel Contacts

Furnish 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.

1.4.2 Identification Badges and Installation Access

a. Application for and use of badges will be as directed.

The Contractor shall contact the Portsmouth Naval Shipyard Visitor Control Center to obtain the appropriate credentials for access to the Shipyard.

Additional information may be found in Attachment A and at the Commander, Navy Installations Command website at https://www.cnic.navy.mil/om/dbids.html.

All Contractor personnel without appropriate credentials, will need two forms of approved identification for access to the Portsmouth Naval Shipyard.

See Attachment B for the list of acceptable identification documents.

See Attachment C & D for DBIDS forms.

b. One-Day Passes: The Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the Portsmouth Naval Shipyard. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred.

1.5 STATION REGULATIONS

1.5.1 Radiological

1.5.1.1 Radiological Indoctrination (PNSY)

All Contractors working at the Portsmouth Naval Shipyard are required to view a 15 minute video briefing on radiological postings and controls in use at the Portsmouth Naval Shipyard. The briefing will be given at the Pass Office prior to issue of security badges and vehicle passes.

Any Contractor employee who disregards, alters, moves, or otherwise tampers with a radiological posting, or who disobeys a radiological instruction, may be removed from the Portsmouth Naval Shipyard and denied future access.

1.5.1.2 Yellow Materials (PNSY)

Contractors working at the Portsmouth Naval Shipyard shall not use yellow or orange-yellow colored materials for the following purposes: Protective clothing, hoods, sheeting, tarpaulins, polyethylene bottles or other containers, tapes, bags, banding, identification marks on tools, boundary markers, ribbons, vent ducts, temporary erosion control devices, survey ribbon, etc. The Contractor shall contact the Contracting Officer for a list of yellow items that have been approved for use on the Shipyard.

SECTION 01 14 00.00 22 Page 2

Contractor generated yellow colored waste shall be disposed of by the Contractor off-yard. Shipyard refuse containers shall not be used for disposal of yellow colored waste materials. Yellow colored items such as described above are of special significance within the Shipyard and are subject to strict controls. Yellow colored contract generated debris shall be bagged in non-translucent containers, and promptly removed from Portsmouth Naval Shipyard.

1.5.1.3 Smoke Detectors (PNSY)

Ionization type smoke detectors and duct smoke detectors contain radioactive material and are prohibited from use on the Portsmouth Naval Shipyard. Photoelectric smoke detectors are the only type authorized for use on the Shipyard.

1.5.1.4 Radioactive Sources (PNSY)

All contracts involving radiation generating devices shall conform to the requirements listed in Section 01 35 26.00 22 GOVERNMENT SAFETY REQUIREMENTS (PWD ME) and U.S. Army Corps of Engineers Safety Manual EM 385-1-1 . All requirements are to be submitted to the Contracting Officer at least 14 days prior to commencement of operations involving radiation generating devices. A requirements checklist will be provided by NAVFAC (COTs) Contractor Oversight Technician.

1.5.2 Laser Control

Contractor shall comply with laser safety requirements under 21 CFR 1040 and ANSI 2136.1-1986 for any work under this contract utilizing lasers.

1.5.3 Energy Conservation

In cooperation with Government representatives, the Contractor shall participate in an active program directed toward the efficient use of energy.

1.5.4 Fire Prevention (PNSY)

Contractor shall familiarize and require all their employees to become familiar with fire prevention regulations within the Portsmouth Naval Shipyard to include the proper method of turning in a fire alarm, storage of flammable and combustible materials and control of combustible waste and trash. Any HOT WORK (welding, burning, grinding, cutting, etc.)

requires a HOT WORK PERMIT prior to commencing such work. This permit is obtained from the Portsmouth Naval Shipyard's Fire Department via the Contracting Officer.

1.5.5 Identification and Control of Seamed (Welded) Pipe and Tubing (PNSY)

Submarine Safety regulations prohibit the use of seamed (welded) pipe or tubing within the Portsmouth Naval Shipyard, unless such pipe or tubing is identified and controlled so as to prevent its inadvertent substitution for seamless pipe or tubing. The following requirements apply and will be strictly enforced:

Any seamed (welded) copper-nickel, carbon steel, carbon-moly steel, stainless steel, nickel-chromium-iron alloy, or nickel-copper pipe or tubing the Contractor intends to use on the Shipyard shall be identified in the following manner PRIOR TO DELIVERY TO THE SHIPYARD:

SECTION 01 14 00.00 22 Page 3

Use a lead-free white paint, to mark a 24-inch long stripe and the word "welded" alternately along the entire length of the pipe or tubing. Apply a one-half inch wide stripe unless the size of the pipe or tubing requires use of a narrower stripe.

Contractor shall maintain positive control over seamed pipe or tubing until worked into place or removed from the Shipyard.

Seamless pipe or tubing may be substituted for any seamed (welded) pipe or tubing specified in the technical specifications.

The above requirements do not apply to square or rectangular tubing, copper or brass pipe or tubing, they also do not apply to piping or tubing which has been incorporated into equipment or fixtures prior to delivery to the Shipyard.

1.5.6 Pesticide and Herbicide Control

Contractor shall not apply pesticides nor herbicides unless specifically required by this contract. Where application of pesticides or herbicides is required, provide the submittals required by the specification and obtain written approval prior to any application. Contracting Officer will require review and approval of pesticides or herbicides submittals.

1.5.7 Smoking Policy

In accordance with NAVFAC policy, smoking is prohibited inside all buildings and other facilities except those areas specifically identified as smoking areas (e.g., smoking shelters). Smoking is not permitted within 20 feet of air intakes, doorways, or windows.

1.5.8 Portal Crane Clearance Zone (PNSY)

The Contractor shall ensure there is no construction debris or materials within the Crane Clearance Zone (i.e., between the painted yellow lines on each side of the rail) unless a rail outage has been approved.

1.6 WORKING HOURS (PNSY)

Regular working hours shall consist of a period established by the Contracting Officer between 7 AM and 3:30 PM, Monday through Friday, excluding Government holidays. The regular working hours shall be confirmed with the Contracting Officer.

1.6.1 Work Outside Regular Hours (PNSY)

Work outside regular working hours requires Contracting Officer approval.

Provide written requests fifteen (15) Calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress and to allow scheduling of full time escorts in the building(s) if required. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.7 WORK IN OCCUPIED BUILDING(S)

Work under this contract may be located in an occupied building. Move unfixed furniture away from Contractor's working area as required to perform the work; protect; and replace in original locations upon

SECTION 01 14 00.00 22 Page 4 completion of the work. Leave fixed equipment in place and protect against damage or temporarily disconnect, relocate, protect, and reinstall at completion of work. If determined necessary by the Contracting Officer, the Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work. Allow 15 calendar days after written notification from the Contractor for the Government to relocate Government property.

1.8 UTILITY CUTOVERS AND INTERRUPTIONS

Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays as approved by the Contracting Officer. Conform to procedures required in the paragraph "Work Outside Regular Hours." Anticipated costs shall be included in the bid.

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

Interruption to Water, Sanitary Sewer, Storm Sewer, Telephone Service, Electric Service, Air Conditioning, Heating, Fire Alarm, Compressed Air, and other utilities shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." This time limit includes time for deactivation and reactivation.

Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the Station's 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 in writing within 15 calendar days when such operation is required. The Contracting Officer will provide the Outage Request Form to the Contractor.

1.9 CRANE AND RAILROAD TRACKAGE INTERRUPTIONS (PNSY)

Crane and railroad trackage are considered utilities, and as such are subject to strict scheduling approvals. Where the following contract work is planned, submit written requests for Outages & Securements a minimum of 15 calendar days prior to the desired date of interruption to the Contracting Officer:

A. Track Outage:

Any excavation, that is within 10 feet of a rail that will extend below the grade of the cross ties.

Any work performed that will penetrate a track foundation.

Any work involving trackage replacement or repair.

Any work affecting the load bearing capacity of the trackage.

No work shall be conducted in affected areas until the Contractor receives written approval to the request for outage.

B. Track Securement:

Track Securement differs from Track Outage in that it does not affect track certification. Track Securement requests shall be prepared by the Contractor and submitted to the Contracting Officer to obtain scheduling

SECTION 01 14 00.00 22 Page 5 approval from Code 740.2 before work that would curtail the use of tracks (e.g., placing equipment or hoses within the crane envelope or within the defined Crane Clearance Zones).

No work shall be conducted in affected areas until the Contractor receives written approval to the request for securement.

1.10 WORK ADJACENT TO CIA SECURITY FENCING (PNSY)

Work adjacent to Portsmouth Naval Shipyard Controlled Industrial Area (CIA) fencing is strictly controlled to ensure security is maintained at all times.

Work which will breach CIA fencing is prohibited unless approval has been obtained from Head of Security Operations (Code 1122) and a Shipyard Police representative is at the worksite during the period that the fence has been breached.

A minimum of 30 calendar days prior to performing work which requires breaching the CIA security fence, arrange through the Contracting Officer to obtain Head of Security Operations approval and scheduling of the Shipyard Police representative. "Breaching the fence" is any repair, alteration, or other work which would allow access into the CIA either over, under, or through an opening in a CIA fence.

Conditions which breach the fence shall be eliminated during all non-work periods to the satisfaction of the Shipyard Police representative.

Contractor shall not leave the worksite until such conditions are eliminated. All materials used to close openings in fencing and method of installation shall be the same type and construction as adjacent, undisturbed CIA fencing.

Except for temporary off-loading of materials, the 10-foot zone adjacent to CIA fencing shall remain clear of vehicles, materials, and equipment.

Contractor personnel shall be at the site throughout the entire time of any off-loading.

1.11 WORK ADJACENT TO AN OVERHEAD CRANE

Provide a minimum vertical clearance of three (3) inches between the highest point of the crane and the lowest overhead obstruction. For buildings where truss sag becomes a factor, increase the clearance as necessary to maintain the minimum required clearance.

The horizontal clearance between the end of the crane and the building columns, knee…