MWDF_Specs_lFC.pdf

For the best experience, open this PDF portfolio in

Acrobat X or Adobe Reader X, or later.

Get Adobe Reader Now!

http://www.adobe.com/go/reader

Maximo NO. 15269993

WORK ORDER NO. 1610688

Installation Project No. 1377/AJXFl 73009

SPECIFICATIONS

MILITARY WORKING DOG KENNEL

Joint Base Andrews, Maryland

PREPARED BY:

NAVFAC Washington, Design and Construction 1314 Harwood St. SE

Washington NAVY Yard Washington, DC 20374

Architectural: Edward Monroe, RA Mechanical: Mikhail Bleykhman Interior: Casey Kim, NCIDQ Plumbing: Michael Wingo Civil: Robert Williams, PE Electrical: Rachael Celestine, PE Structural: Edward Chang, PE Communications: Jesus Torres-Santiago, PE Geotechnical: Karl Hren, PE Fire Protection: Cheuk K. Chan, PE ATFP: Coy Burney RA Specifications: Eugenio Fernández, AIA

Submitted By: Wei Ma, RA, LEED AP Date: September 2, 2021

Gov. Design Manager

Project Manager: James Heisler Date: September 2, 2021

Approved By: Brandon Tobias, AIA, LEED AP BD+C Date: September 13, 2021

Design Production Director

PREPARED BY:

2021-09-13T11:42:54-0400

TOBIAS.ROBERT.B.1273775443

2021-09-13T15:02:49-0400

HEISLER.JAMES.F.1230430191

2021-09-13T15:15:50-0400

MA.WEI.1543229993

Military Working Dog Kennel W.O. No. 1610688 Joint Base Andrews, MD

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 23 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 78 30.00 23 CADD DATA FOR GIS DELIVERABLES

01 91 00.15 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

PROJECT TABLE OF CONTENTS Page 1

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 13 73 SLIDING METAL DOORS

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

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 WALL AND DOOR LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 70 00 GENERAL REQUIREMENTS FOR MEDICALEQUIPMENT

11 72 13 MEDICAL EQUIPMENT, MISCELLANEOUS

DI VI SI ON 12 - FURNI SHI NGS

PROJECT TABLE OF CONTENTS Page 2

12 21 00 WINDOW BLINDS

12 31 00 MANUFACTURED METAL CASEWORK

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( 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 11 20 FACILITY GAS PIPING

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

23 52 00 HEATING BOILERS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

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

AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

PROJECT TABLE OF CONTENTS Page 3

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

33 46 13 FOUNDATION DRAINAGE

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- 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

The Contract drawings ' table of Contents is provided on drawing G002.

1.3 SUPPLEMENTARY DRAWINGS

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

1.3.1 Boring Logs

Boring Logs are provided on Contract drawings. The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 01 15 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

1.1 SUBMITTALS

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

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes kennels for Military working dog housing, administrative offices, conference rooms, transient rooms for handlers required to stay overnight, kitchen/break room, restrooms/showers with a locker area, utility space, fire detection and alarm system, communications networks (computer/phone VOIP), utilities (electrical, water, sanitary sewer), storm water management, security perimeter fence, lighting, parking (staff, visitors, three MWD trailers, five patrol cars, support vehicles), access roads, outdoor fenced areas (one large area for exercising MWDs and two small areas as holding spaces), overhang to protect MWD transport trailers and patrol cars, landscaping, and other required site improvements and incidental related work.

In addition, this project includes the domolition works of the existing Military Working Dog Kennel facilities including existing administrative building, kennel structures and other related facilities as shown on the drawings.

1.2.2 Location

The work is located at the Joint Base Andrews, Maryland , as shown on the drawings . The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

The project land lot is empty and Contractor will have full control of the project premises within the Contract Limits as shown on the drawings, as limited by the Contracting Officer.

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

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, SECTION 01 11 00 Page 1

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.

1.5 LOCATION OF UNDERGROUND UTILITIES

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

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

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

1.5.1 Notification Prior to Excavation

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

1.6 AIR FORCE COORDINATION REQUIREMENTS

1.6.1 Government and Government's Contractor s Access

Allow the Government's personnel and/or the Government's Contractor s access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the building spaces and site, and make final connections. Coordinate efforts with the Government and Government's Contractor s to facilitate joint use of building spaces and sitre during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the Government and contractors, within one week, incorporate the effort of additional coordination with the Government and Government's Contractor s into the construction schedule to demonstrate a plan for maintaining the contract duration.

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

1.1 SUBMITTALS

approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Personnel List

1.2 TECHNICAL REPRESENTATIVE

The CM will be the technical representative for the Contractive Officer in the construction project, and is designated as the Construction Contract Government representative. The CM will coordinate efforts and required permits in the project with Commander, 316th Civil Engineer Squadron, or his representative. This designation includes, but is not limited to, the following functions of this contract:

a. Technical administration and inspection.

b. Recommending approval of shop drawings, samples and materials.

c. Testing materials not otherwise specified to be performed by the Contractor or others.

d. Coordinating work operations between NAVFAC, CES and Base operations.

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. b. The Joint Base Andrews will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

SECTION 01 14 00 Page 1

1.3.1 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF FORM 103

Prior to commencing construction work or whenever the ground surface is to be disturbed deeper than three inches (3") or when erecting structures or operating equipment near overhead lines, the Contractor performing such work shall be responsible for application processing and renewal of the AF Form 103 and having in their possession at all times while digging, an approved AF Form 103, in accordance with Joint Base Andrews Regulation 91-5. Submit this Form through the CM.

After utilities have been marked in the field by Miss Utility, Cable companies or Base personnel, the Contractor shall be responsible for maintaining the markings until work operations have been completed.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Joint Base Andrews is a secure environment and Contractor is not grated to unlimited access. Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic , Contracto's employees parking and security regulations and personnel clearances, insofar as they apply to the Contractor's activities . Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification. Contractor and subcontractor personnel must be U.S. Citizens.

The Contractor shall be responsible for providing and placing barricades, providing traffic control, safety watchmen and lighting and safety devices during all construction activities.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

All Contractor employees must initially be sponsored on Base for up to 5 days. The Contractor shall provide the following information to the Contracting Officer entry for sponsorship:

Name; Social Security Number; Drivers License Number and State of

SECTION 01 14 00 Page 2

Issue; Vehicle Info (Make/Model/Color/Year); License Tag Number and State; Name of Company; Date and Time of Arrival.

On the date of arrival personnel can enter through the Main Gate (off Allentown Road), Virginia Avenue Gate (off Old Alexandria Ferry Road) or the Pearl Harbor Gate (off Dower House Road) to enter the Base. If any of the Contractor's employees are expected to be on Base longer than 5 days they must schedule with the 316th CES Construction Management Office to obtain a Long Term Contractor's Badge request form. The Long Term Pass Request shall be taken to the Visitor Center at the Main Gate. The hours of operation are: Monday thru Friday 0600 - 1900 hrs; Saturday 0800-1600, closed Sunday, Federal Holidays, and Air Force District of Washington/316th WG Family Days 0600 - 1800 hrs. All Contractor employees applying for a security badge shall be subjected to a background check through the National Crime Information Center conducted by the Security Forces Squadron. These Base access procedures are subject to change.

1.4.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

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

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

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

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

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

1.4.1.2.2 DBIDS Eligibility Requirements

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

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.4.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the

SECTION 01 14 00 Page 3

Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.4.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.4.1.3 Contractor Vehicle Access Requirements

All contractor vehicles except cars or empty pick-up trucks must enter and exit through the Pearl Harbor Gate and will be subject to a search which will include all vehicle compartments and transported containers. Monday thru Friday the Pearl Harbor Gate is open 0500 - 2300 hrs; Saturdays, Sunday, down-days, and Federal Holidays closed. If commercial entry is required outside the established hours, contract the Contracting Officer make alternative arrangements. Contractors are advised that such searches may result in delays averaging 30 to 60 minutes depending upon the day of the week and time of day. Contractors must coordinate diligently for delivery of perishable deliveries such as concrete or bituminous material.

Time sensitive deliveries such as concrete or bituminous material will be given priority over other deliveries and will be moved to the front of the line.

1.4.1.4 Employee Citizenship

All Contractor and subcontractor personnel shall be per base standards and

AFMAN 31-113.

1.4.1.5 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.

1.4.1.6 Antiterrorism (AT) Level 1 Training

All Contractor Employees, to include subcontractor employees, requiring access to US Government installations, facilities, and controlled access areas shall complete AT Level I training within 10 calendar days after contract start date. Certificates of completion for each affected Contractor Employee and subcontractor employee will be maintained by the Contracting Officer Representative. AT Level I may be accomplished by completing the Force Protection computer-based training (CBT) course on the Advanced Distributed Learning System (ADLS) or Joint Knowledge Online at http://jko.jten.mil. Tracking for each Contractor or subcontractor

SECTION 01 14 00 Page 4 employee is the responsibility of the Contracting Officer Representative.

1.4.1.7 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.4.2 STORAGE OF FLAMMABLES

Suitable secure storage space shall be provided by the Contractor, outside the immediate building area for the storing of flammables/combustibles of any type. No storage will be permitted inside of the building. The storage space shall be properly identified in accordance with applicable Federal, National and Local Regulations as outlined by the Base Fire Department.

Flammable or combustible liquids being used inside the building will be kept to a minimum and removed from the building during unused periods.

1.4.3 FIRE ALARM

For work operations which require any Base fire detection, alarm or suppression system to be disabled, the Contractor shall request in writing a minimum of 3 work days in advance and prior to taking the system out of operation, so that the Contracting Officer may notify the CE Customer Service Unit of the requirement. The Contractor shall also verify that the fire department has in fact been notified, prior to taking systems out of service. Comply with AFI 91-203 Air Force Consolidated Occupational Safety Instruction. The Contractor may call the dispatcher at 301-981-4985.

1.4.4 COORDINATION OF WORK OPERATIONS

The work to be performed under this contract is on an active Air Force Base. The Contractor shall coordinate all work operations with the Contracting Officer prior to starting any work under this contract. The Contractor shall have a superintendent who speaks, reads, writes and understands the English language to act for the Contractor and to be available on the job site throughout each work day.

1.4.5 Working Hours

Regular working hours must consist as established by the Contracting Officer, between 0700 and 1700 , Monday through Friday, excluding Government holidays.

1.4.6 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

SECTION 01 14 00 Page 5

1.4.7 SEVERE WEATHER WARNING REQUIREMENTS

When notified by the Contracting Officer that a severe weather warning has been issued for the area in which construction is being performed, the Contractor shall immediately take action to tie down, or otherwise secure, structures, materials, and equipment on the job site that could become missiles as a result of strong surface winds, thunderstorms, or other weather-related conditions. This requirement is applicable twenty-four

(24) hours a day, seven (7) days a week.

1.4.8 Utility Cutovers and Interruptions

a. Contractor shall not interrupt existing utilities without obtaining written permission from the Base a minimum of seven work days in advance to the outage activity. The outage request shall be made, in writing, at least ten work days in advance of the outage, and it shall ddescribein details the outage activity, the date and duration of the proposed outage.

b. Utility Services: Disconnections and reconnect of utility services, with related meters and equipment must be performed only by the utility providing billing to the Installation.

c. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

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

e. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4 hours. This time limit includes time for deactivation and reactivation.

f . Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

g. Installation of New Water and Sewer Utilities: The water and wastewater utility systems at Joint Base Andrews are owned, operated and maintained by Terrapin Utility Services, Inc (TUS, "utility owner") as part of the USAF utilities privatization (UP) effort. TUS is the sole provider of these utility services to the installation.

All work on new construction, modification of existing and connections must be coordinated, authorized, and provided through TUS.

Newly installed system infrastructure and modifications of or connections to existing system infrastructure identified in the specifications and drawings must be coordinated with the utility owner prior to the contract start date. The utility owner must be integrated into the design, install, inspection, tie-in to existing utilities, SECTION 01 14 00 Page 6 and conveyance of any exterior utilities. TUS will provide a cost estimate to the contractor for required water/wastewater services to within 10' from each connection point at the building. The construction contractor is to enter into a service agreement with the utility owner (UO) for the UO to install and "tap in" the new utility infrastructure from the new facility point of demarcation to the UO's utility system. The agreement within the parties is to clearly specify what the construction contractor and the UO are responsible for installing and tapping. The agreement must be inclusive of any connection charge fee for the tapping of the utilities into the UO's utility system. The Prime Construction Contractor is to pay directly to the UO in accordance with the service agreement. The UO is only responsible for the installation and tapping of the water and wastewater utilities and will not be a construction sub-contractor in the project. The prime construction contractor shall allow TUS access to the work site under this contract.

In no event shall the prime contractor operate, cap, connect to, or modify the utility owner's infrastructure without express written permission from TUS.

The utility owner may be contacted at:

Damien Smith, damien.smith@asusinc.com 3414 Pennsylvania Ave.

Andrews AFB. MD 20762, (301)735-4101).

1.5 COORDINATION OF WORK OPERATIONS

The work to be performed under this contract is on an active Air Force Base. The Contractor shall coordinate all work operations with the Contracting Officer prior to starting any work under this contract. The Contractor shall have a superintendent who speaks, reads, writes and understands the English language to act for the Contractor and to be available on the job site throughout each work day.

1.6 PHOTOGRAPHY

Personnel are not authorized to take photography, video, and audio recordings on Joint Base Andrews unless approved by the Contracting Officer and 11 WG/PA, with prior coordination with CM. Cameras, cell phones, or any other electronic devices capable of taking photographs, video, and audio recordings are subject to confiscation if persons are caught taking unauthorized photographs or recordings.

1.7 NOTIFICATION

The Contractor shall notify the Contracting Officer in writing, when planning to be absent from the project site for more than two work days.

Prior to returning to the project, the Contractor shall notify the

1.8 CONTRACTOR'S EMPLOYEE PARKING

The Contractor's employees shall park only in areas assigned by the

SECTION 01 14 00 Page 7

1.9 CATALYTIC CONVERTERS

No vehicle equipped with a catalytic converter shall be permitted to operate within 50 feet of any aircraft, on or near the taxiways or runways, around fuel spills, in POL areas, in munitions areas or in other potentially hazardous areas when identified with a placard.

1.10 CONTRACTOR'S EMPLOYEE RESTRICTION

Contractor employees shall be restricted to areas of the base within the scope of this work; plus, direct routes to and from the site as may be approved at the pre-performance conference with regard to work scheduling and material handling. The Contractor's employees will have in their possession at all times a valid picture ID and their base identification pass.

1.11 ENVIRONMENTAL PROTECTION

The Contractor shall provide and maintain environmental protection during the life of the contract as defined herein. Environmental protection shall be provided to correct conditions that might endanger the environment during normal construction operations. Fully conform to Section 01 57 19 JOINT BASE ANDREWS ENVIRONMENTAL PROTECTION STANDARDS FOR CONTRACTS. The Contractor shall try, as economically deemed feasible to procure materials with recycling content. The Contractor shall try to identify and actively minimize the use of hazardous materials.

1.12 USE OF RADIOACTIVE MATERIALS

Civilian Contractors bringing radioactive materials or devices containing radioactive sources on base must have prior approval from the Contracting Officer. In addition, the Contractor must submit the following documentation to the Contracting Officer for review:

a. Copy of the Nuclear Regulatory Commission License or Agreement State License, along with any amendments, covering the radioactive material to be used.

b. Copy of the users' qualification and radiation safety training.

c. Radiation dosimetry results from the prior calendar year.

d. Statement of expected use (use rate) of radioactive materials or devices for the length of the contract.

e. Statement of storage and security requirements.

f. Copies of the last two (2) leak checks (if applicable).

Under no circumstances will a Contractor use an unlicensed radioactive source/device on base. The Contractor should direct any questions regarding his responsibility on this issue to the Contracting Officer prior to the starting of any work. Since the Air Force considers contracts involving radioactive materials a hazardous items contract, the provisions of AFR 67-8, chapter 3, section 3.3(f)will also apply.

1.13 TRUCK HAULING ON BASE

All truck access shall enter and exit through the Pearl Harbor gate. The Contractor shall be responsible for covering open-bodied vehicles transporting sand, gravel, fill materials, dirt, construction debris, rubble, or other material which may become airborne and create air pollution on Base. Alternate means, approved by the Contracting Officer, may be employed to achieve the same results as would coverings. All dirt, SECTION 01 14 00 Page 8 rubble or debris carried onto existing base pavements by Contractor operations shall immediately be removed by the Contractor.

1.14 CONSTRUCTION AREA

1.14.1 Staging Area

The staging area and haul route have been stablished by the CM, in coordination with the Base CE and are included in the contract documents.

Maintain daily construction work site and staging area clean. This clean up shall include the placing of construction material and equipment in a neat and orderly arrangement. Rubbish, debris, rubble and garbage shall be disposed of daily off base and shall not be permitted to accumulate. If the Contractor has any dumpsters in the staging area, they shall be clearly marked with a sign "for private use only, not for use of base personnel" and have lids which should remain closed when possible.

Dumpsters shall be emptied when contents mound to height of sides. At the end of the work day, the Contractor shall inspect the site to ensure that all paper, cardboard and similar materials are removed to provide a litter free appearance. Upon completion of all work outlined in the contract drawings and specifications, the Contractor shall remove from the confines of the Base, his construction materials and his equipment.

1.14.1.1 Procurement and Storage of Building/Finishing Material

The contractor is required to comply with the "Buy America Act." Should the construction contractor propose a material or equipment item that is not in compliance with this Act, the contracting officer must consult with the project delivery team, including the SSM, prior to approval.

Construction material will be kept in a locked container retained by the contractor on the Government compound, or within the Construction Zone.

The Construction Zone, to include the construction yard and construction staging locations, are indicated in the Contract Documents. Job trailers for contractor and/or government personnel shall be located as shown in the Contract Documents.

Construction materials to be used in parking lots, sidewalks, drainage structures, underground utility conduits, and other exterior site features are not required to be delivered to or stored within the Construction Zone.

1.14.2 Temporary Stabilized Construction Entrance

The project requires a temporary stabilized construction entrance at non-paved areas when exiting to paved areas. The entrance shall be constructed as required by the Sediment and Storm Water Management Plan permit drawings. The contractor shall maintain the temporary stabilized construction entrance such that it functions adequately in the removal of sediment from construction vehicle tires. Stones in the entrance shall be periodically rotated or changed to ensure construction vehicle tires are clean when leaving the site.

1.15 MARKING OF EQUIPMENT, TRAILERS AND TEMPORARY OFFICES

The Contractor shall ensure that equipment and trucks used on the job, are conspicuously marked with both name and telephone number of owner or leaser. All Contractor temporary offices and trailers shall have signs affixed to the exterior, which state the name of the contracting firm, and a name and number of the responsible contracting firm official. The letter size of the firm name shall be a minimum of 8" high with all lettering

SECTION 01 14 00 Page 9 professionally and neatly prepared.

Not Used

SECTION 01 14 00 Page 10

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Earned Value Report ; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Schedule of Prices must have cost summarized and totals provided for each construction category.

1.3.1.1 Additional Facility Price Data

For all projects over $500K, the Contractor shall electronically submit Additional Facility Price Data to the Contracting Officer as a formal submittal within 15 days of Contract award. The cost break out will be in first or second level WBS format which will include:

a. Each individual facility to the five foot line.

b. The total site work/utilities from the five foot line outward.

Use CLIN 0001AA, AB, AC, and AD from UFGS 00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS, as an example on how to prepare the cost breakout structure. Contact the NAVFAC Washington Cost Engineer for

SECTION 01 20 00.00 20 Page 1 additional information and guidance on the development of the cost breakout.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. Schedule of Prices must identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

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

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits

SECTION 01 20 00.00 20 Page 2 a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

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

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

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

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

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

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

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

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

SECTION 01 20 00.00 20 Page 3 contract. Use NAVFAC Form 4330/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

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

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

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

1.5.3 Final Invoice

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

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

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

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

SECTION 01 20 00.00 20 Page 4

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

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

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

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

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items,…