202109XX_CE0849 SOW_09175_AMENDMENT 6.pdf

SECTION 01 11 00

STATEMENT OF WORK

Version 1.42

Issued March 24, 2021

CONSTRUCTION

Pre-RFP Draft Date: August 20, 2021September 9, 2021

Revised: Click here to enter a date for modification to task order.

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: Repair Building 09175, Permanent Party UH

1.1.2. IJO Number(s): TDA170017J, DER203810J

1.1.3. Project Package Numbers: CE0849

1.1.3.1. Design Package Number: CE0726

1.2. Description of Work

1.2.1. The Contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the contract specifications, this statement of work, and identified drawings to provide a completely renovation, to include both interior and exterior repairs, for a complete and usable building for housing soldiers. The project is to repair and reconfigure the existing barracks Building 09175, to align with the current standard for unaccompanied enlisted personnel housing (UEPH). The building was originally constructed 1985-88 with 2/2 dwelling modules. The new layout for the building will be 1/1 dwelling modules to align with the UEPH guidelines.

1.3. Area Description

1.3.1. Location

1.3.1.1. Building 09175, Jackson Avenue and Transmission Line Road at Lewis Main, Joint Base Lewis- McChord (JBLM), Washington.

1.3.2. Known Existing Site Conditions

1.3.2.1. The site drains to the north and east towards Murray Creek, any site improvements will match the existing drainage patterns. The existing parking lot is constructed of asphalt pavement and is located directly north and east of the building. There are various utilities located within the parking lot, including gravity sanitary sewer and gravity storm sewer systems. West of building 09175 are various buried electrical, cable and TV lines serving the surrounding buildings, including serving building 09175. An existing water main loops around building 09175. There are not any known sub-grade soil concerns or below grade hazardous material concerns that may impact the project.

1.4. Principal Items To Be Accomplished

1.4.1. Base Construction Deliverable

1.4.1.1. Base Item CLIN 0001. Repair Building 09175, Repair, IJO TDA170017J

a. CLIN shall include all work at Building 09175, as shown on the drawings, with the exception of work as defined in other CLINs within this SOW.

1.4.1.2. Base Item CLIN 0002. Work outside the 5-foot line of Building 09175, Construction, IJO

DER203810J

a. Construct all utility work, bio-retention areas, new trees, etc. as shown on the drawings.

b. Construct exterior water line to support fire suppression systems, as shown on the drawings.

c. CLIN shall include all work outside the 5-ft line, with the exception of work identified in 1.4.2.1 and 1.4.2.2.

1.4.1.3. Base Item CLIN 0003. Direct Digital Control (DDC) for HVAC and Other Local Building Systems, Interior Fire Alarm and Mass Notification System (ITAS) at Building 09175, Repair, IJO TDA170017J

a. Provide interior fire alarm and mass notification system as specified in specification section 28 31 76 and as shown on the ‘FA’ series drawings. DDC system as specified in specification section 23 09 23.

1.4.1.4. Base Item CLIN 0004. Access Control System Networking Equipment at Building 09175, Repair, IJO TDA170017J

a. Provide Access Control System Networking Equipment as described in specification section 08 71 00, section 2.3.2.1.2 and shown on Sheet E-502, detail A4.

1.4.2. Optional Construction Deliverables

1.4.2.1. Option Item CLIN 0005. Bicycle parking and boot wash stations at Building 09175, Construction, IJO DER203810J

a. CLIN shall include all work, outside the 5-foot line, associated with construction of bicycle parking, boot wash stations, associated canopies and paving as shown in the drawings.

1.4.2.2. Option Item CLIN 0006. Site amenities at Building 09175, Construction, IJO DER203810J

a. CLIN shall include construction of the basketball court, volleyball court, BBQ area and shelter, and associated paving as shown on the drawings.

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Contract within ten (10) calendar days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 540365 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

2.2. Award of Options

2.2.1. Award of Option Item(s): The Government may award any of the Option Item(s), or none at all, but any Option Item(s) will be awarded not later than ninety (90) calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The Government may award Option Items on different dates during this time period.

2.2.2. Duration of Option Items: For any Option Items awarded prior to the issuance of Notice to Proceed for the Base Item(s), the total duration of this Contract stated in Subparagraph 2.1.1, above, including Base and Option Items shall not be extended, and all Option Items awarded during that time period shall be completed within the time stated in Subparagraph 2.1.1, above. If any Option Items are awarded after the date of issuance of Notice to Proceed for the Base Item(s), the time for completion of all Base and Option Item(s) under this Contract shall be extended an additional ninety (90) calendar days for a total performance period of 455 calendar days after the issuance of Notice to Proceed for the Base Item(s).

2.3. Construction Phasing Requirements

2.3.1. Existing facility is unoccupied and full facility will be made available to the Contractor at time of construction.

2.4. Liquidated Damages

2.4.1. If the Contractor fails to complete the work within the time period specified above, liquidated damages in the amount of $1,252.00 per calendar day of delay will be assessed.

3. DRAWINGS

3.1. Existing as-built drawings are provided via attachment for reference and information and to aid in the development of as-built drawings for this project. Level of detail on these drawings will vary.

Contractor is responsible for verifying field conditions.

3.2. Contract Drawings

3.2.1. The drawings outlined below are attached.

Drawing Number

Sheet Number

Title

General GI001 COVER SHEET

GI002 SHEET INDEX

GI003 GENERAL NOTES, ABBREVIATIONS

GI004 LAYDOWN AREAS MAP

GI005 JBLM TRUCK ROUTES MAP

GI010 LIFE SAFETY NARRATIVE

GI101 LIFE SAFETY PLAN FIRST FLOOR – OVERALL

GI102 LIFE SAFETY PLAN FIRST FLOOR – AREA B

GI103 LIFE SAFETY PLAN FIRST FLOOR AREA A & C

GI111 LIFE SAFETY PLAN SECOND FLOOR – OVERALL

GI112 LIFE SAFETY PLAN SECOND FLOOR - AREA B

GI113 LIFE SAFETY PLAN SECOND FLOOR – AREA A& C

GI121 LIFE SAFETY PLAN THIRD FLOOR – OVERALL

GI122 LIFE SAFETY PLAN THIRD FLOOR – AREA B

GI123 LIFE SAFETY PLAN THIRD FLOOR – AREA A & C

CIVIL C-001 CIVIL GENERAL NOTES

VF101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 SITE ARCHITECTURAL PLAN

CS103 AMENITIES LAYOUT PLAN

CS104 AMENITIES GRADING PLAN

CS105 COURT LAYOUT PLAN

CS501 SITE DETAILS

CS502 AMENITY DETAILS

CS503 SHELTER DETAILS

CS504 MISCELLANEOUS DETAILS

CG101 GRADING & DRAINAGE PLAN

CG102 SIDEWALK GRADING PLAN

CG501 STORM WATER DETAILS

CU101 UTILITY PLAN

CU201 FIRE MAIN PLAN & PROFILE

CU202 SANITARY SEWER PLAN & PROFILE

CU501 SANITARY SEWER DETAILS

CU502 SANITARY SEWER DETAILS

CU503 WATER LINE DETAILS

CU504 WATER LINE DETAILS

LANDSCAPE

LP101 PLANTING PLAN

LP102 PLANTING SCHEDULE

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 INSPECTION TABLES

S-501 STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

SB112 FIRST FLOOR PLAN AREA B

SB113 FIRST FLOOR PLAN AREA A AND C

SF112 SECOND/THIRD FLOOR AREA B PLAN

SF113 SECOND/THIRD FLOOR AREA A AND C PLAN

SF122 ATTIC PLAN AREA B

SF123 ATTIC PLAN AREA A AND C

SF132 ROOF PLAN AREA B

SF133 ROOF PLAN AREA A AND C

ARCHITECTURAL

AD101 OVERALL FIRST FLOOR DEMOLITION PLAN

AD102 FIRST FLOOR AREA-B DEMOLITION PLAN

AD103 FIRST FLOOR AREA-A AND C DEMOLITION PLAN

AD111 OVERALL SECOND FLOOR DEMOLITION PLAN

AD112 SECOND FLOOR AREA-B DEMOLITION PLAN

AD113 SECOND FLOOR AREA-A AND C DEMOLITION

PLAN

AD121 OVERALL THIRD FLOOR DEMOLITION PLAN

AD122 THIRD FLOOR AREA-B DEMOLITION PLAN

AD123 THIRD FLOOR AREA-A AND C DEMOLITION PLAN

AD141 OVERALL ROOF DEMOLITION PLAN

AE101 OVERALL FIRST FLOOR PLAN

AE102 FIRST FLOOR AREA-B PLAN

AE103 FIRST FLOOR AREA-A AND C PLAN

AE111 OVERALL SECOND FLOOR PLAN

AE112 SECOND FLOOR AREA-B PLAN

AE113 SECOND FLOOR AREA-A AND C PLAN

AE121 OVERALL THIRD FLOOR PLAN

AE122 THIRD FLOOR AREA-B PLAN

AE123 THIRD FLOOR AREA-A AND C PLAN

AE141 OVERALL ROOF PLAN

AE142 ROOF AREA-B PLAN

AE143 ROOF AREA-A AND C PLAN

AE151 OVERALL FIRST FLOOR REFLECTED CEILING

PLAN

AE152 FIRST FLOOR AREA-B REFLECTED CEILING PLAN

AE161 OVERALL SECOND FLOOR REFLECTED CEILING

PLAN

AE171 OVERALL THIRD FLOOR REFLECTED CEILING

PLAN

AE201 AREA-A ELEVATIONS

AE202 AREA-A ELEVATIONS

AE203 AREA-B ELEVATIONS

AE204 AREA-B ELEVATIONS

AE205 AREA-C ELEVATIONS

AE206 AREA-C ELEVATIONS

AE301 BUILDING SECTIONS

AE311 WALL SECTIONS

AE401 LIVING UNIT ENLARGED FLOOR PLANS

AE402 ENLARGED FLOOR PLANS

AE403 ENLARGED UNIT CEILING PLANS

AE501 WALL AND PLAN DETAILS

AE510 ROOF DETAILS

AE511 ROOF DETAILS

AE520 CEILING DETAILS

AE530 DOOR DETAILS

AE531 DOOR AND OPENING DETAILS

AE540 WINDOW DETAILS

AE601 PARTITION TYPES AND SCHEDULE

AE603 FIRST FLOOR DOOR SCHEDULE AND TYPES

AE604 SECOND FLOOR DOOR SCHEDULE AND TYPES

AE605 THIRD FLOOR DOOR SCHEDULE AND TYPES

AE606 DOOR HARDWARE

AE607 WINDOW SCHEDULE AND TYPES

INTERIOR

DESIGN

IN102 FIRST FLOOR AREA-B FINISH PLAN

IN201 ENLARGED UNIT FINISH PLANS

IN252 FIRST FLOOR SIGNAGE PLAN – AREA B

IN253 FIRST FLOOR SIGNAGE PLAN – AREA A AND C

IN262 SECOND FLOOR SIGNAGE PLAN – AREA B

IN263 SECOND FLOOR SIGNAGE PLAN – AREA A AND C

IN272 THIRD FLOOR SIGNAGE PLAN – AREA B

IN273 THIRD FLOOR SIGNAGE PLAN – AREA A AND C

IN401 INTERIOR ELEVATIONS

IN402 INTERIOR ELEVATIONS

IN501 INTERIOR DETAILS

IN531 SIGNAGE DETAILS

IN532 SIGNAGE DETAILS

IN601 INTERIOR FINISH LEGEND

IN602 INTERIOR FINISH SCHEDULE

FURNITURE

IF101 OVERALL FIRST FLOOR FURNITURE PLAN

IF102 FIRST FLOOR AREA-B FURNITURE PLAN

IF111 OVERALL SECOND FLOOR FURNITURE PLAN

IF121 OVERALL THIRD FLOOR FURNITURE PLAN

IF401 ENLARGED UNIT FURNITURE PLANS

FIRE

PROTECTION

FA001 FIRE ALARM NOTES AND DETAILS

FA101 FIRE ALARM PLAN FIRST FLOOR

FA102 FIRE ALARM PLAN FIRST FLOOR – AREA B

FA103 FIRE ALARM PLAN FIRST FLOOR – AREA A & C

FA111 FIRE ALARM PLAN SECOND FLOOR

FA112 FIRE ALARM PLAN SECOND FLOOR – AREA B

FA113 FIRE ALARM PLAN SECOND FLOOR – AREA A & C

FA121 FIRE ALARM PLAN THIRD FLOOR

FA122 FIRE ALARM PLAN THIRD FLOOR – AREA B

FA123 FIRE ALARM PLAN THIRD FLOOR AREA A & C

FD101 FIRE ALARM DEMOLITION PLAN – FIRST FLOOR

FD111 FIRE ALARM DEMOLITION PLAN – SECOND

FLOOR

FD121 FIRE ALARM DEMOLITION PLAN – THIRD FLOOR

FX001 FIRE SPRINKLER NOTES AND DETAILS

FX101 FIRE SPRINKLER PLAN FIRST FLOOR

FX102 FIRE SPRINKLER PLAN FIRST FLOOR – AREA B

FX103 FIRE SPRINKLER PLAN FIRST FLOOR – AREA A &

C

FX111 FIRE SPRINKLER PLAN SECOND FLOOR

FX112 FIRE SPRINKLER PLAN SECOND FLOOR – AREA B

FX113 FIRE SPRINKLER PLAN SECOND FLOOR – AREA A

& C

FX121 FIRE SPRINKLER PLAN THIRD FLOOR

FX122 FIRE SPRINKLER PLAN THIRD FLOOR – AREA B

FX123 FIRE SPRINKLER PLAN THIRD FLOOR – AREA A &

C

PLUMBING

M-001 MECHANICAL COVER SHEET

PD101 PLUMBING DEMOLITION PLAN – FIRST FLOOR

PD111 PLUMBING DEMOLITION PLAN – SECOND FLOOR

PD121 PLUMBING DEMOLITION PLAN – THIRD FLOOR

PP101 OVERALL FIRST FLOOR PLUMBING PLAN

PP102 FIRST FLOOR AREA B PLUMBING PLAN

PP103 FIRST FLOOR AREA A AND C PLUMBING PLAN

PP111 OVERALL SECOND FLOOR PLUMBING PLAN

PP112 SECOND FLOOR AREA B PLUMBING PLAN

PP113 SECOND FLOOR AREA A AND C PLUMBING PLAN

PP121 OVERALL THIRD FLOOR PLUMBING PLAN

PP122 THIRD FLOOR AREA B PLUMBING PLAN

PP123 THIRD FLOOR AREA A AND C PLUMBING PLAN

P-401 ENLARGED PLUMBING PLANS

P-402 ENLARGED PLUMBING PLANS

P-403 ENLARGED PLUMBING PLANS – AREA B

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

P-902 PLUMBING ISOMETRICS

P-903 PLUMBING ISOMETRICS

P-904 PLUMBING ISOMETRICS

MECHANICAL

MD101 OVERALL FIRST FLOOR HVAC DEMOLITION

PLAN

MD111 OVERALL SECOND FLOOR HVAC DEMOLITION

PLAN

MD121 OVERALL THIRD FLOOR HVAC DEMOLITION

PLAN

MD131 OVERALL ATTIC HVAC DEMOLITION PLAN

MH101 OVERALL FIRST FLOOR HVAC PLAN

MH102 FIRST FLOOR AREA B HVAC PLAN

MH103 FIRST FLOOR AREA A AND C HVAC PLAN

MH111 OVERALL SECOND FLOOR HVAC PLAN

MH112 SECOND FLOOR AREA B HVAC PLAN

MH113 SECOND FLOOR AREA A AND C HVAC PLAN

MH121 OVERALL THIRD FLOOR HVAC PLAN

MH122 THIRD FLOOR AREA B HVAC PLAN

MH123 THIRD FLOOR AREA A AND C HVAC PLAN

MH131 ATTIC PLAN AREA A

MH132 ATTIC PLAN AREA A AND C

MP101 OVERALL FIRST FLOOR HYDRONIC PLAN

MP102 FIRST FLOOR AREA B HYDRONIC PLAN

MP103 FIRST FLOOR AREA A AND C HYDRONIC PLAN

MP111 OVERALL SECOND FLOOR HYDRONIC PLAN

MP112 SECPMD FLOOR AREA B HYDRONIC PLAN

MP113 SECOND FLOOR AREA A AND C HYDRONIC PLAN

MP121 THIRD FLOOR OVERALL HYDRONIC PLAN

MP122 THIRD FLOOR AREA B HYDRONIC PLAN

MP123 THIRD FLOOR AREA A AND C HYDRONIC PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL SCHEMATICS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-701 TEMPERATURE CONTROLS

M-702 TEMPERATURE CONTROLS

M-703 TEMPERATURE CONTROLS

M-704 TEMPERATURE CONTROLS

M-705 TEMPERATURE CONTROLS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND SYMBOLS

ED100 ELECTRICAL SITE DEMOLITION PLAN

ED101 ELEVTRICAL OVERALL FIRST FLOOR

DEMOLITION PLAN

ED111 ELECTRICAL OVERALL SECOND FLOOR

DEMOLITION PLAN

ED121 ELECTRICAL OVERALL THIRD FLOOR

DEMOLITION PLAN

ED100 ELECTRICAL SITE DEMOLITION PLAN

ES101 ELECTRICAL SITE PLAN

EP102 ELECTRICAL FIRST FLOOR POWER PLAN – AREA

B

EP103 ELECTRICAL FIRST FLOOR POWER PLAN AREAS

A AND C

EP112 ELECTRICAL SECOND FLOOR POWER PLAN –

AREA B

EP113 ELECTRICAL SECOND FLOOR POWER PLAN –

AREAS A AND C

EP122 ELECTRICAL THIR FLOOR POWER PLAN – AREA B

EP123 ELECTRICAL THIRD FLOOR POWER PLAN –

AREAS A AND C

EP401 ELECTRICAL ENLARGED POWER PLANS

EP402 ELECTRICAL ENLARGED POWER PLANS

EL102 ELECTRICAL FIRST FLOOR LIGHTING PLAN –

AREA B

EL103 ELECTRICAL FIRST FLOOR LIGHTING PLA –

AREAS A AND C

EL112 ELECTRICAL SECOND FLOOR LIGHTING PLAN –

AREA B

EL113 ELECTRICAL SECOND FLOOR LIGHTING PLAN

AREAS A AND C

EL122 ELECTRICAL THIRD FLOOR LIGHTING PLAN -

AREA B

EL123 ELECTRICAL THIRD FLOOR LIGHTING PLAN

AREAS A AND C

EL-401 ELECTRICAL ENLARGED LIGHTING PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM – DEMOLITION

E-602 ELECTRICAL ONE-LINE DIAGRAM – PROPOSED

E-603 ELECTRICAL SCHEDULES

E-604 ELECTRICAL SCHEDULES

E-605 ELECTRICAL SCHEDULES

E-606 ELECTRICAL SCHEDULES

E-607 ELECTRICAL SCHEDULES

E-608 ELECTRICAL SCHEDULES

E-609 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

T0-01 TELECOMMUNICATIONS GENERAL NOTES AND

SYMBOLS

T0-02 TELECOMMUNICATIONS SITE PLAN

T0-03 TELECOMMUNICATIONS SITE PLAN

T0-04 TELECOM MANHOLE BUTTERFLY DIAGRAMS

T1-01 TELECOMMUNICATIONS FIRST FLOOR DEMO

PLAN

T1-02 TELECOMMUNICATIONS SECOND FLOOR DEMO

PLAN

T1-03 TELECOMMUNICATIONS THIRD FLOOR DEMO

PLAN

T1-11 TELECOMMUNICATIONS FIRST FLOOR

DISTRIBUTION PLAN

T1-12 TELECOMMUNICATIONS SECOND FLOOR

DISTRIBUTION PLAN

T1-13 TELECOMMUNICATIONS THIRD FLOOR

DISTRIBUTION PLAN

T1-21 TELECOMMUNICATIONS FIRST FLOOR PATHWAY

PLAN

T1-22 TELECOMMUNICATIONS SECOND FLOOR

PATHWAY PLAN

T1-23 TELECOMMUNICATIONS THIRD FLOOR

PATHWAY PLAN

T2-11 TELECOMMUNICATIONS FIRST FLOOR PLAN –

AREA B

3.2.2. Dimensions and utility locations are approximate and must be verified in the field.

4. SPECIFICATIONS AND CODES

4.1. Codes

4.1.1. The Contractor shall comply with the most recent edition, at time of solicitation, of all pertinent Local, State, and Federal building and life/health/safety codes, to include the following. This list of current criteria shall take precedence over older criteria that may be referenced in the specifications.

a. Applicable Unified Facilities Criteria (UFC)

(1) UFC 1-200-01, DoD Building Code

(2) UFC 1-200 02, High Performance and Sustainable Building Requirements

(3) UFC 3-400-02, Design: Engineering Weather Data

(4) UFC 3-410-01, Design: Heating, Ventilating, and Air Conditioning

(5) UFC 3-420-01, Design: Plumbing Systems

(6) UFC 3-450-01, Design: Noise and Vibration Control

(7) UFC 3-501-01, Electrical Engineering

(8) UFC 3-520-01, Interior Electrical Systems

(9) UFC 3-530-01, Interior and Exterior Lighting Systems and Controls

(10) UFC 3-580-01, Telecommunications Interior Infrastructure Planning and Design

(11) UFC 3-600-01, Fire Protection Engineering for Facilities

(12) UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings

(13) UFC 4-021-01, Design and O&M: Mass Notification Systems

b. ASA IE&E SDD policy https://www.wbdg.org/FFC/ARMYCOE/POLICY/Army_SDD_Policy_Update_2017.pdf

c. ASHRAE

(1) ASHRAE Handbook of Fundamental 2013 and 2017 Editions

T2-12 TELECOMMUNICATIONS FIRST FLOOR PLAN –

AREAS A AND C

T2-21 TELECOMMUNICATIONS SECOND FLOOR PLAN -

AREA B

T2-22 TELECOMMUNICATIONS SECOND FLOOR PLAN –

AREAS A AND C

T2-31 TELECOMMUNICATIONS THIRD FLOOR PLAN –

AREA B

T2-32 TELECOMMUNICATIONS THIRD FLOOR PLAN –

AREAS A AND C

T3-01 TELECOMMUNICATIONS ENLARGED FLOOR

PLANS

T3-02 NEC COMM 154 ELEVATIONS

T3-03 NEC COMM 258 ELEVATIONS

T3-04 NEC COMM 358 ELEVATIONS

T3-05 NEC COMM 109 ELEVATIONS

T3-06 NEC COMM 209 ELEVATIONS

T3-07 NEC COMM 309 ELEVATIONS

T4-01 TELECOMMUNICATIONS DETAILS

T4-02 TELECOMMUNICATIONS DETAILS

T4-03 TELECOMMUNICATIONS RISER DIAGRAMS

(2) ASHRAE Standard 62.1 – 2013

(3) ASHRAE Standard 90.1 – 2013

(4) ASHRAE Standard 189.1 - 2014

d. ECB 2108-17, New Requirements for Visual Notification for Mass Notification Systems

e. EM 385-1-1

(http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

f. International Building Codes

(1) International Building Code (IBC)

(2) International Mechanical Code (IMC)

(3) International Plumbing Code (IPC)

(4) LEED v4 for New Construction

(5) International Plumbing Code

g. National Electrical Code, NFPA 70

h. National Fire Protection Association (NFPA) Codes

(1) NFPA 1: Fire Code

(2) NFPA 10: Standard for Portable Fire Extinguishers

(3) NFPA 13: Standard for the Installation of Sprinkler Systems

(4) NFPA 54, National Fuel Gas Code

(5) NFPA 70, National Electric Code

(6) NFPA 70E, Standard for Electrical Safety in the Workplace

(7) NFPA 72: National Fire Alarm and Signaling Code

(8) NFPA 90A: Installation of Air Conditioning and Ventilating Systems

(9) NFPA 101: Life Safety Code

(10) NFPA 220: Standard on Types of Building Construction

(11) NFPA 780: Standard for the Installation of Lightning Protection Systems

i. Telecommunication Industry Association/Electrical Industry Association Wiring Standards (Building Telecommunication Wiring Standards)

j. Army Installation Information Infrastructure Architecture Policy (I3A)

k. UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS

l. JBLM Design Standard specifications (https://www.lewis-mcchord.army.mil/designstandards/)

m. JBLM Master Plan, which includes Architectural Appearance Standards

n. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste

Planning and Reporting (Available through Government Project Manager)

o. National Pollutant Discharge Elimination System (NPDES) small Municipal Separate Storm

Sewer Systems (MS4) Permit No. WAS-026638. Use guidance documents found at https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater

4.2. Specifications

4.2.1. The Contractor shall comply with all relevant specification sections.

4.2.2. The below list of Technical Specification Sections are pertinent to this project and shall be included in the specifications for construction. An omission from this list does not relieve the Contractor from adhering to the specifications for that feature of work necessary to meet manufacturer's certification and all applicable building codes.

Section No. Specification Section Name

00 41 00 BID SCHEDULE

01 11 00 SUMMARY OF WORK (This Document)

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 01.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 40 00.00 10 (PLANT PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

04 01 10 MASONRY CLEANING

04 01 20 BRICK MASONRY REPAIR

04 01 20.10 BRICK MASONRY REPOINTING

04 20 00 UNIT MASONRY

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 METAL WALL PANELS

07 42 93 SOFFIT PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL LOUVERS

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

11 31 13 ELECTRIC KITCHEN EQUIPMENT

12 24 13 ROLLER WINDOW SHADES

12 32 00 MANUFACTURED WOOD CASEWORK

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

22 00 00 PLUMBING, GENERAL PURPOSE

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION AND EXHAUST

SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL

BUILDING SYSTEMS

23 11 23.00 10 GAS PIPING SYSTEMS

23 23 00 REFRIGERANT PIPING

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT AND CONSENDER WATER PIPING

SYSTEMS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 82 19.00 40 FAN COIL UNITS

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 42 14.00 10 CATHODIC PROTECTION SYSTEM AND ACCESS CONTROL

26 51 00 INTERIOR LIGHTING

26 51 19 LED INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

32 05 33 LANDSCAPE ESTABLISHMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 46 20 BIORETENTION CELL

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

5. SUBMITTALS

5.1. Project Submittal Requirements

5.1.1. All submittals shall be submitted in accordance with the specification section titled SUBMITTAL PROCEDURES. Required submittals are identified in their applicable specification sections.

5.1.2. In addition to the requirements as outlined in the specification section titled SUBMITTAL PROCEDURES, an electronic copy of each submittal shall be provided to the Government.

Delivery method shall be decided during the CQC coordination meeting.

5.1.3. Contractor shall employ RMS 3.0 in the execution of the Contract.

5.1.4. See attached form 4288 (Submittal register).

5.1.5. Contracting Officer review of submittals will be completed within 30-calendar days after the date of submission.

5.2. Close-out Submittal Requirements

5.2.1. The Contractor shall provide close-out submittals as required by the contract specifications.

5.2.1.1. The Contractor shall provide project as-built drawings meeting the CAD/GIS requirements in the current version (FY17FY21) of JBLM DPW Geospatial Requirements

a. All exterior work under this project shall be geospatially referenced on as-built drawings or provided in GIS format.

b. Each As-built drawing sheet shall be annotated with the following:

- Project Title

- Project IJO number(s)

- Project Package number(s)

- Contract number

- Labeled As-built with As-built date

5.2.2. The Contractor shall provide a Letter of non-retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required to satisfy legal requirements.

6. ENVIRONMENTAL AND CULTURAL RESOURCES

6.1. Asbestos Containing Material

6.1.1. Existing suspect materials involved with all disturbance work are assumed to be Asbestos- Containing Material (ACM). It is the Contractor’s responsibility to either test for, or to assume the suspect material is ACM, and that it is abated /encapsulated in accordance with AHERA, Federal, and Local regulations. No Asbestos Hazard Emergency Response Act (AHERA) inspection is required when the suspect materials are assumed to be ACM. The Government reserves the right to accept assumptions of ACM-positive, or to require such AHERA surveys to be performed.

6.1.2. Available AHERA survey data is attached. The Contractor shall determine the adequacy of the existing survey documentation and include additional AHERA inspections in the proposal when required to accurately delineate asbestos disturbance work.

6.1.3. When performed, inspections shall be accomplished in accordance with the Asbestos Hazard Emergency Response Act (AHERA), Federal and Local regulations. A Certified AHERA Asbestos Building Inspector shall perform all inspections. The inspection documentation shall comply with AHERA, Federal and Local regulations and shall include assessment of each Asbestos-Containing Material (ACM), its location, quantity, type, friability, and percentage of asbestos.

6.1.4. If the tested material is positive for asbestos or assumed to be ACM and must be disturbed during project execution, Contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR 1926.1101, WAC 296-62-077, 296-65, and PSCAA Regulation 3.4. A certified abatement plan and all other applicable requirements of ‘UFGS 02 82 00 Asbestos Remediation’ are also required to be submitted and accepted before work is started. If this effort is believed to constitute differing site condition(s), then submit an RFI identifying the situation.

6.2. Lead-Containing Paint

6.2.1. Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint. It is the Contractor’s responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint (LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and Local regulations. The Government reserves the right to accept assumptions of LCP/LBP-positive, or to require such LCP/LBP surveys to be performed.

6.2.2. Available lead paint survey is attached. The Contractor shall determine the adequacy of the existing survey documentation and include additional lead paint inspections in the proposal when required to accurately delineate lead disturbance work.

6.2.3. When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines.

A Certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and Local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM E1908-16, “Standard Guide for Sample Selection of Debris Waste from a Building Renovation or Lead Abatement Project for Toxicity Characteristic Leaching Procedure (TCLP) Testing for Leachable Lead (Pb)”

6.2.4. If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:

a. Federal level: 29 CFR 1926.62: https://www.govregs.com/regulations/expand/title29_chapterXVII-i3_part1926_subpartD_section1926.62

b. Washington WISHA-DOSH: WAC 296-62-07521 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521

A Contractor work plan is required to be submitted and accepted before work is started, in accordance with applicable sections of ‘UFGS 02 83 00 Lead in Remediation’. If this effort is believed to constitute differing site condition(s), then submit and RFI identifying the situation.

6.3. Environmental Coordination

6.3.1. The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement) and Design Standards specification section 01 57 19 Temporary Environmental Controls. This includes the submission of an Environmental Protection Plan (EPP) prior to commencement, as detailed in section 01 57 19. The JBLM Environmental Division will review the submittals EPP and provide comments to the Contracting Officer or their representative.

Regulation 200-1 and specification section 01 57 19 are available at the JBLM Design Standards website (https://www.lewis-mcchord.army.mil/designstandards/). The Stormwater office can be contacted at: usarmy.jblm.id-readiness.list.dpw-stormwater1@mail.mil

6.3.2. The EPP shall include, but not be limited to, a site map identifying ground disturbing activities, drainage paths to existing stormwater conveyance infrastructure, proposed source control Best Management Practices (BMPs), and all other proposed temporary and permanent stormwater BMPs. For projects disturbing 5,000 sq. ft. or more, the Contractor shall submit a Stormwater Pollution Prevention Plan (SWPPP) in addition to the EPP. The SWPPP shall be prepared in accordance with PWE-633 Construction Site Stormwater Runoff Control Program and the 2012 SWMMWW and shall detail sediment and erosion control best management practices (BMPs). See section 8.9.4. for required permits.

6.3.3. In accordance with JBLM Reg. 200-3, no construction process water or wastewater shall be discharged to the ground or stormwater conveyance system. Construction discharge must meet requirements of the NPDES Construction General Permit (CGP) for Discharges from Construction Activities and guidance documents under the MS4 Permit. In accordance with JBLM Reg. 200-2, any wastewater generated must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or other authorized disposal method. Prior to disposal, waste water characterization must at a minimum include pH, Oil and Grease, BOD, and TSS analysis by a NELAC accredited laboratory. Additional analyses may be required if non-conventional wastes or hazardous materials are potential contaminants. Results shall be submitted for review and approval by Public Works. On site characterization by JBLM Pretreatment staff may waive analytical requirements at the discretion of the Pretreatment program manager. JBLM sanitary sewer discharge requires a Sanitary Sewer Discharge Permit issued by DPW Waste Water Treatment Plant. The Environmental Protection Plan for the project must identify any potential wastewater generation and the process of proper disposal.

6.4. Sustainable Acquisition In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.

6.4.1. Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the “Reference Manuals” section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

6.4.2. The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at https://www.lewis-mcchord.army.mil/designstandards/DocumentRepositoryForDSLinks/HJB%20225.pdf. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.id-readiness.list.dpw-green-procurement1@mail.mil.

6.5. Environmental Management System

6.5.1. Environmental Management System (EMS). The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.

6.5.2. In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project.

Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).

6.5.3. Both the JBLM environmental policy and an environmental awareness training resource are available at the JBLM EMS webpage: https://home.army.mil/lewis-mcchord/index.php/my-Joint- Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system.

6.6. Hazardous Materials

6.6.1. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention Program (usarmy.jblm.id-readiness.list.dpw-aul1@mail.mil) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use by addition to the Contractor’s

Authorized Use List (AUL) issued by Pollution Prevention. The Contractor shall not use any hazardous materials not listed on their current AUL issued by Pollution Prevention.

6.6.2. For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January. For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with usarmy.jblm.id-readiness.list.dpw-hm-inventory1@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution Prevention Program (966-6469). The current HJB Form 953 and form instructions are available at Section 01 57 19 of the JBLM Design Standards (https://www.lewis-mcchord.army.mil/designstandards/index1.htm).

6.7. Archaeological Requirements

6.7.1. Joint Base Lewis-McChord contains many unmarked archaeological sites that may be eligible for listing in the National Register of Historic Places.

6.7.2. In the event that human remains, artifacts, or features of archaeological interest are inadvertently discovered, the Contractor shall do the following:

6.7.2.1. Immediately cease activity in the vicinity of the discovery.

6.7.2.2. Stabilize and protect such discoveries from further disturbance or public disclosure.

6.7.2.3. Provide immediate notice (no longer than 24 hours following discovery) by telephone and email to the Installation Cultural Resource Manager and Contracting Officer's Representative.

6.7.2.4. Work may not proceed in the vicinity of the discovery until authorized to proceed by the Installation Cultural Resource Manager and the Contracting Officer's Representative (COR).

6.8. JBLM Log Decking Requirements

6.8.1. If timber is to be harvested, coordination with DPW Forestry is necessary in advance of cutting.

6.8.2. As per AR-200-1, 4-3, “Assure that agricultural and forest products are not given away, abandoned, carelessly destroyed, used to offset contract costs or traded for services, supplies, or products or otherwise improperly removed”.

6.8.3. Salable Timber Requirements

6.8.3.1. Merchantable trees shall be piled in a neat, limb-free deck for subsequent disposal by the Government.

6.8.3.2. A merchantable tree is defined as a tree with a small end diameter of at least 4 inches and 16 feet in length. Shorter lengths are still salable as firewood and shall be decked accordingly.

6.8.3.3. Log decks shall be located AS DIRECTED by the Joint Base Lewis-McChord Public Works Forestry Branch. DECKING MAY REQUIRE LOG TRANSPORT OFF-SITE TO AN

APPROPRIATE LOCATION ON THE INSTALLATION.

6.8.3.4. Trees shall be cut from the stump and limbed (flush to the trunk) out to a 4 inch stem diameter.

6.8.3.5. Trees shall be topped at 4 inches diameter and from this point to the top of the tree shall be considered unmerchantable (slash).

6.8.3.6. Trees shall not be cut into log lengths; if trees are too large to be handled tree length, cut 41- foot logs from the butt end until the top log is less than 16 feet with a small end diameter of 4 inches.

6.8.3.7. Tree length logs shall be piled separately from all shorter material (cut and broken logs).

6.8.3.8. Logs shall not be cut in lengths shorter than 41 feet simply to facilitate haul by dump truck or flatbed unless authorized by the Government.

6.8.3.9. Log decks shall be located so as not to interfere with construction work and so they will be easily accessible for disposal action by the Government.

6.8.3.10. Log decks shall be stable and should not exceed 8 feet in height.

6.8.3.11. Log decks should be separated by species to the greatest extent possible.

6.8.3.12. Black cottonwood is considered unmerchantable and shall NOT be placed in log decks. Treat as slash.

6.8.3.13. Logs with rot showing in both ends are considered unmerchantable and shall be disposed of as slash.

6.8.3.14. Unauthorized removal of logs from JBLM is considered timber theft and subject to prosecution.

6.8.4. Oregon White Oak replacement

6.8.4.1. Development, construction or timber harvest operations on Joint Base Lewis-McChord that results in the loss of Oregon white oak trees will be subject to Fish and Wildlife Program mitigation measures. Oregon white oak mitigation will require the project proponent to replant six Oregon white oak seedlings to every one tree (> 4” diameter at breast height (dbh)) that is removed through the direction and coordination with Fish & Wildlife Program staff.

6.9. Construction and Demolition (C&D) Waste Planning and Reporting

6.9.1. The DOD Integrated (Non-Hazardous) Solid Waste Management Policy requires all facilities to meet a non-hazardous solid waste diversion goal of 60% Construction and Demolition Diversion.

Create a waste management plan in accordance with section 01 74 19 of the JBLM Design Standards to meet or exceed the 60% C&D waste diversion target.

6.9.2. Complete and submit quarterly C&D Diversion and Disposal Reporting Form (HJB Form 229) in accordance with form instructions and paragraph "Reports" in Section 01 74 19 of the JBLM Design Standards. The form and instructions can be accessed via the links at Division 01 Section 01 57 19 of the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/index1.htm). Section 01 74 19 can also be accessed via the Design Standards website.

6.10. Excess soils and clearing and grubbing debris

6.10.1. JBLM may accept excess or unsuitable soil from JBLM construction and demolition projects for placement in designated former borrow source areas on JBLM. No land clearing debris or sod is accepted. Soil must not be chemically contaminated. Soil shall be tested before requesting deposit into a borrow source area. The Contractor shall provide a certified Soil Site Assessor and testing for petroleum hydrocarbon and other suspect hazardous waste on the soil that is to be relocated. Testing is to take place before soil is removed from the jobsite.

6.10.2. A Borrow Source Area Use Authorization Form (HJB 224) must be completed and approved by DPW/ED staff prior to delivery of soil to the borrow source area. Project Contractors will be required to place soil in the borrow source areas in an organized and planned manner. Authorization requests and questions should be directed to DPW/ED staff, call (253) 966-2814 or 6452 or email usarmy.jblm.id-readiness.list.dpw-earthworks1@mail.mil. The Borrow Source Area Use Authorization Form can be found here: http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf.

6.10.3. Clearing and grubbing debris (e.g., logs, stumps, roots, brush, limbs and other land clearing debris, except for salable timber), shall be diverted from landfill disposal whenever possible.

Landfill disposal shall be the last option. Diversion and disposal shall be at the Contractor's expense. On a case by case, pre-coordinated basis; where clearing and grubbing debris is chipped onsite, the clean wood chips may be accepted at JBLM Composting Facility (Eco Park/Earthworks). Requests/questions should be directed to DPW/ED staff at (253) 967-3803,

(253) 966-6452, or usarmy.jblm.id-readiness.list.dpw-earthworks1@mail.mil.

6.11. Lead and Copper Rule

6.11.1. In 2021, the EPA’s new Lead and Copper Revised Rule requires drinking water systems to identify and remove lead service lines (LSL) and fixtures such as lead goosenecks or segmented pipes utilizing lead solder at joints. If during this project the Contractor discovers any LSL or any of the other items previously mentioned, please notify the water treatment plan manager so it can be documents and further action determined. Contact the JBLM DPW Water Program for LSL discovery, email: usarmy.jblm.id-readiness.list.dpw-water-program1@mail.mil.

6.12. Air Quality

Equipment installations, modifications, operations, activities, or processes that have the ability to emit pollutants into the atmosphere, shall comply with all Federal and State air emission and performances standards.

6.12.1. Air Permits. It is the Contractor's responsibility to obtain any necessary air permits or meet registration requirements with the Puget Sound Clean Air Agency before the start of construction.

The Contractor must coordinate with the COR to ensure all proper permits are acquired and provided to the JBLM Air Program Manager. The submittal must include the air permit application /registration, copy of fee payment, and received permits. Information can be submitted by email to usarmy.jblm.imcom.list.dpw-air@mail.mil.

6.12.1.1. HVAC/Refrigerant Containing Equipment

Equipment installation or replacements. Regardless of size, prior to installation, the Contractor shall submit to the Air Program Manager the make, model, serial number, refrigerant type, ASHRAE Number, and total refrigerant charge (per circuit if applicable) and installation date.

Information can be sent to: usarmy.jblm.imcom.list.dpw-air@mail.mil.

Equipment removal. The Contractor shall ensure that all refrigerants are properly removed from the unit(s) by an EPA certified technician. Technicians performing air conditioning work must be certified and carry their certification cards with them at all times. Information can be submitted by email to usarmy.jblm.imcom.list.dpw-air@mail.mil.

Equipment servicing or repair. For equipment with >50lbs charge, within 10 days of work completion the contractor will provide the Air Program manager with service records indicating the equipment’s location, the model and serial number, amount of refrigerant added, refrigerant type and the initial and follow up leak verification rates. Information can be submitted by email to usarmy.jblm.imcom.list.dpw-air@mail.mil.

6.12.1.2. External Combustion Equipment/Fuel Burning equipment. To include but not limited to boilers, hot water heaters, heaters, and furnaces. NOTE: Equipment with a rated heat input greater than or equal to 1 MMBtu/hr of any fuel other than natural gas, propane, butane, or distillate oil, or greater than or equal to 10 MMBtu/hr of any fuel requires permitting or registration under 6.12.1.

Prior installation the Contractor shall provide to the Air Program Manager, equipment specification sheets with the manufacturer name, model #, fuel type, max input (BTU/hr), burner type stack height, stack diameter, stack velocity, serial #, installation date, and ensure the boiler has a gas meter. Information can be submitted by email to usarmy.jblm.imcom.list.dpw-air@mail.mil.

Procurement of equipment with low or ultra-low NOx burners is preferred for in order for JBLM to reach emission limits prescribed by Washington State.

6.12.1.3. Reciprocating Internal Combustion Engines. To include but not limited to power generators and fire pumps. Prior to installation, to ensure compliance with the New Source Performance Standards of 40 CFR Subparts IIII or JJJJ, and the Reciprocating Internal Combustion Engine (RICE) National Emission Standards for Hazardous Air Pollutants (NESHAP) of 40 CFR Part 60 Subpart ZZZZ, the contractor shall submit to the Air Program Manager, the manufacture’s specification sheet for both the engine and the equipment and the US Environmental Protection Agency Certificates of Conformity. Information can be sent to: usarmy.jblm.imcom.list.dpw-air@mail.mil.

7. SPECIAL ACCESS REQUIREMENTS

7.1. Reserved.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Work Coordination

8.1.1. Interfacing With Others

8.1.1.1. Contractor shall coordinate with other contractor teams in the vicinity as needed to facilitate the work.

8.1.1.2. The Contractor shall plan his work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the facility and local areas.

8.1.1.3. All work will be scheduled and coordinated with the Government Project Management Team or their designee at all times.

8.1.1.4. The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the Project Manager or other authorized Government representative.

8.1.2. Reserved.

8.1.3. Pre-Construction Conference

8.1.3.1. The Contractor shall attend a pre-work meeting presided over by the Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within ten

(10) calendar days of issuance of the Contract NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site specific Work Plan at that meeting for Government approval unless these items have been previously approved by the Government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times.

8.1.4. Pre-Construction CQC Coordination Meeting

8.1.4.1. The Contractor shall attend a CQC Coordination meeting held in accordance with specification section titled QUALITY CONTROL.

8.2. Contractor Management Personnel and Sub-Contractor Qualifications:

8.2.1. Contractor’s management team, i.e. Project Manager and Superintendent, shall have a minimum of 5 years related experience working on projects of similar nature, scope and dollar value.

8.3. Site Safety and Health Officer

8.3.1. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the specification section titled GOVERNMENTAL SAFETY REQUIREMENTS. The Contractor SSHO shall be assigned no other duties.

8.4. Construction Quality Control System Manager

8.4.1. The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL. The CQC System Manager shall be assigned no other duties.

8.5. Compliance with Rules, Regulations, and Statutes

8.5.1. All Contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, environmental and hazardous material handling while performing this Contract. All work shall meet or exceed all applicable industry standards.

8.6. Firearms

8.6.1. Contractor personnel shall carry no firearms while performing work under this Contract.

8.7. Work Hours

8.7.1. The construction activity period…