SPECS_VOL2of2-_W912EP-16-R-0021_101U_W_HVAC_Modifications.pdf

W912EP-16-R-0021

Jacksonville District

FLEET READINESS CENTER

SOUTHEST – BUILDING 101U WEST

HVAC MODIFICATIONS

JACKSONVILLE, FLORIDA

Construction Solicitation and Specifications Volume 2 of 2

21 SEPTEMBER 2016

Building 101U West HVAC Modifications, Jacksonville, FL

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 33 50 WEATHER DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

PROJECT TABLE OF CONTENTS Page 1

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

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

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

23 01 30.41 HVAC SYSTEM CLEANING

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM

HEAT EXCHANGERS

23 64 16.00 25 WATER COOLED, VARIABLE-SPEED, CENTRIFUGAL CHILLERS

23 64 26 CHILLED, HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 74.00 20 INTERIOR FIRE DETECTION AND ALARM SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 33 50

WEATHER DATA

PART 1 GENERAL

1.1 PROJECT LOCATION

1.1.1 Weather Condition

1.2 LOCAL CONDITIONS

1.3 PUBLICATIONS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

W912EP-16-R-0021 DOCUMENT 00 33 50 Page 1

SECTION 00 33 50

WEATHER DATA

PART 1 GENERAL

1.1 PROJECT LOCATION

The project is located at latitude 30 degrees 17' N, 81 degrees 24' W. The average number of days in each calendar month with rain equal to, or greater than, 0.5 inches is provided for the project area in the following table. This information is based on data obtained from the NOAA rain gage located closest to the project area, in Jacksonville Beach, Florida, located at latitude 30.2875 and longitude -81.3928. The data were obtained from Climatography of the United States No. 20, Climatic Summaries for Selected Sites in Florida publications by the National Climatic Center, NOAA, for the period of record from 1981 through 2010.

Average Number of Days per Month with Precipitation >= 0.50 Inches

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jax Beach 2 2 3 2 2 3 3 4 4 3 2 2

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. Reference is made to the National Oceanic and Atmospheric Administration (NOAA). The publication entitled Local Climatological Data - Monthly Summary Which contains climatological and meteorological observations and data, including wind, rain, and temperature data for the project area.

Subscription price and ordering information are available from the National Climatic Data Center, Federal Building, Asheville, North Carolina 28801.

1.1.1 Weather Condition

The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. The climate of the area is essentially subtropical, and temperatures below freezing are infrequent. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into Florida. Dangerous thunderstorms can occur in this area at any time of the year. Weather forecasts as well as actual rainfall information from the National Weather Service Jacksonville-North Florida forecast office can be accessed at: hhtp://www.srh.noaa.gov/jax/.

1.2 LOCAL CONDITIONS

For the project area, the climate is essentially subtropical, marine.

Temperatures below freezing are rare. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference

W912EP-16-R-0021 DOCUMENT 00 33 50 Page 2 is made to National Oceanic and Atmospheric Administration (NOAA) publication entitled local Climatological Data - Monthly Summary, which contains climatological and meteorological observations and data, including wind, rain, and temperature data for the project area.

Subscription price, and ordering information is available from the National Climatic Data Center, Federal Plaza, Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at:

http//www.ncdc.noaa.gov/.

1.3 PUBLICATIONS

The following publications include wind and wave information and are available for review in the Jacksonville District Office or can be purchased from the agencies indicated:

a. U.S. Coast Pilot Volume 5, Atlantic Coast: Gulf of Mexico, Puerto Rico, and Virgin Islands, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts. It also provides miscellaneous meteorological data. This publication is available through NOAA.

b. Gulf of Mexico Hindcast Wave Information, Wave Information Studies of U.S. Coastlines, WIS Report 18, Waterways Experiment Station, May 1989. This report presents wave hindcast summaries at various locations throughout the Gulf of Mexico, including several stations located offshore of the Tampa Bay and Manatee County areas.

Available data includes wave height, period, and direction tables for the 20-year period extending from 1956-75. This report also includes summary wind and wave rose diagrams, summary tables of mean wave heights by month and year, largest wave heights by month and year, and a table of extreme wave events based on data from the 20-year hindcasts. The data contained in this report excludes the effects of tropical disturbances and hurricanes. This publication is available from National Technical Information Service, 5285 Port Royal Road, Springfield, Virginia 22161. An updated hindcast has been completed for locations throughout the Gulf of Mexico for the 20-year period extending from 1976-95. This updated data set includes the effects of tropical disturbances and hurricanes. Time series listings of wave data for both 20-year periods and some summary information are available at the Wave Information Study website:

http://chl.wes.army.mil/research/wave/wavesprg/numeric/wgeneration/wisdata.

c. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and near shore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is:

http://www.ndbc.noaa.gov/Maps/Florida.shtml.

U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC

AND ATMOSHERIC ADMINISTRATION

NATIONAL OCEAN SERVICE

The National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data - Monthly Summary contains wind, rain, W912EP-16-R-0021 DOCUMENT 00 33 50 Page 3 and temperature data for the Daytona Beach Airport, Florida. The subscription price and ordering information is available from the National Climatic Data Center, Federal Building, Asheville, North Carolina 28801.

NOAA also has internet information page at: www.ncdc.noaa.gov.

Weather forecast as well as actual rainfall information from the national Weather Service Jacksonville, Florida forecast office can be accessed at:

http://www.srh.noaa.gov/jax/.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

W912EP-16-R-0021 DOCUMENT 00 33 50 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 EXISTING WORK

1.7 LOCATION OF UNDERGROUND FACILITIES

1.7.1 Notification Prior to Excavation

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.8.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.8.2 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

W912EP-16-R-0021 SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes HVAC duct, chilled water piping, replacement of multi-ton chillers, cooling tower and multiple air handling unit demolition and replacement; new direct digital controls for replacement HVAC equipment; suspended ceiling system and lighting demolition and replacement; asbestos abatement; and demolition of rooftop HVAC penthouse with replacement built-up roofing system and incidental related work.

1.2.2 Location

The work shall be located at the Naval Air Station Jacksonville, Fleet Readiness Center Southeast (FRCSE), Jacksonville, Florida.

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the

W912EP-16-R-0021 SECTION 01 11 00 Page 2 specifications are the result of site investigations.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 EXISTING WORK

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

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

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

1.7 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the activity sponsor via the Contracting Officer's Representative 30 calendar days in advance of required excavation activity. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Perform toning where indicated or shown by the Contracting Officer.

1.7.1 Notification Prior to Excavation

Notify the Activity Sponsor at least 15 calendar days prior to starting excavation work. Contractor is responsible for marking all un-marked utilities.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

W912EP-16-R-0021 SECTION 01 11 00 Page 3

1.8.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month with precipitation greater than or equal to 0.10 inch rounded to the nearest whole number.

1.8.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

W912EP-16-R-0021 SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Installation Access and Identification Badges

1.3.1.3 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied and Existing Buildings

1.3.5 Utility Cutovers and Interruptions

1.3.5.1 Location of Underground Utilities

PART 2 PRODUCTS

PART 3 EXECUTION

W912EP-16-R-0021 SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G, RO

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include any work requiring utility service outage to all or any portion of the building where operations are occurring or may occur.

b. The adjoining shops will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, railroads, and/or utility service shall 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.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear personal protective equipment in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

W912EP-16-R-0021 SECTION 01 14 00 Page 2

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 Installation Access and Identification Badges

a. Installations Command (CNIC), has established the Navy Commercial Access Control System (NCACS), a standardized process for granting unescorted access privileges to vendors, contractors, suppliers, and service providers not otherwise entitled to the issuance of a Common Access Card (CAC) who seek access to and can provide justification to enter Navy installations and facilities. Visiting vendors may obtain daily passes directly from the individual Navy Installations by submitting identification credentials for verification and undergoing a criminal screening/ background check. Alternatively, if the vendor so chooses, it may voluntarily elect to obtain long-term credentials through enrollment, registration, background vetting, screening, issuance of credentials, and electronic validation of credentials at the vendor's own cost through a designated independent contractor NCACS service provider. Credentials will be issued every five years and access privileges will be reviewed/renewed on an annual basis. The costs incurred to obtain Navy Installation access of any kind are not reimbursable, and the price(s) paid for obtaining long-term NCACS credentials will not be approved as a direct cost of this contract. If desired NCACS registration may be performed at http://www.rapidgate.com/enroll. Immediately report instances of lost or stolen badges to the Contracting Officer. Personnel without prior installation access approval must properly and fully complete SECNAV form 5512/1 (APR 2014) (Provided as separate file included with bidder document package) and hand carry upon first visit to the NAS Jacksonville main gate pass office at the entry to the installation.

b. FRCSE has additional security requirements for access to facilities beyond those for entry onto the Naval Air Station Jacksonville, Florida. Contractor shall submit FRCSE 5500-17 Access Request Form (Provided as separate file included with bidder document package). Contractor shall submit one form per person for all personnel requiring access to the project site to the Contracting Officer two weeks prior to start of construction activities. Further, Contractor shall submit full last name, first name and middle name in alphabetized list of all personnel requiring access in MS Word, MS Excel or PDF format two weeks prior to start of construction activities to the Contracting Officer.

1.3.1.3 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours shall consist of an 8-1/2 hour period, between 7

W912EP-16-R-0021 SECTION 01 14 00 Page 3 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

All 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 shall be lighted in a manner approved by the Contracting Officer.

1.3.4 Occupied and Existing Buildings

The Contractor shall be working in existing buildings which are occupied.

Relocate movable furniture approximately 6 feet away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm and chill water shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

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

1.3.5.1 Location of Underground Utilities

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days prior to starting excavation work.

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

W912EP-16-R-0021 SECTION 01 14 00 Page 4

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

W912EP-16-R-0021 SECTION 01 14 00 Page 5

W912EP-16-R-0021 SECTION 01 14 00 APPENDIX A Page 1

Fleet Readiness Center Southeast Work Restrictions

NAVAL AIR STATION, JACKSONVILLE, FL

1. GENERAL

1.1. This attachment covers the most common work restrictions for Contractors working at Fleet Readiness Center Southeast (FRCSE) facilities. Any special work restrictions for a specific contract are covered in depth in the main body of the SOW. The Contractor shall obtain the necessary passes and/or identification for entry into NAS Jacksonville and FRCSE for all employees prior to commencement of work.

2. CONTRACTOR ACCESS AND USE OF PREMISES

2.1. Naval Air Station (NAS) Jacksonville Base Regulations

2.1.1. Each Contractor must identify itself as either a U.S.-owned or a Foreign Owned, Controlled or Influenced (FOCI) entity.

2.1.1.1. A company is considered to be a FOCI entity when a foreign interest has the power, either direct or indirect, whether or not exercised, to direct or decide matters affecting the management or operations of the company in a manner which may result in unauthorized access to classified information or may adversely affect the performance of a classified contract. A FOCI entity must contact the TPOC/COR within 5 days of contract award to begin paperwork necessary to obtain base access in a timely manner. A non-U.S. citizen employed by a FOCI entity is considered a foreign national of the foreign interest’s country. A U.S. citizen employed by FOCI entity is considered a foreign representative of the foreign interest’s country but access will be managed the same as a foreign national.

2.1.1.2. The Contractor must identify any foreign national and foreign representative personnel who will be requiring access to FRCSE facilities in performance of the contract. These personnel must be identified to the TPOC/COR within 5 business days of contract award to begin paperwork necessary to obtain base access for those individuals in a timely manner.

2.1.2. The Contractor shall be responsible for securing the necessary permits and base access passes for Contractor personnel, vehicles, and equipment for the duration of the contract. NAS Jacksonville Security Forces reserve the right to refuse to issue a pass to an employee of the Contractor for any reason deemed valid by the Government.

2.1.2.1. Non-U.S. citizen personnel of a FOCI entity will be required to provide the Security Forces at the NAS Jacksonville Pass and ID Office located at the Main Gate on Yorktown Ave with vehicle registration, proof of insurance, driver’s license, and passport in order to obtain a pass for entry onto the Base.

2.1.2.2. U.S. Citizen Personnel of a FOCI entity will be required to provide the Security Forces with vehicle registration, proof of insurance, driver’s license, and second form of picture ID.

2.1.2.3. U.S.-owned company personnel will be required to provide the Security Forces with vehicle registration, proof of insurance, and driver’s license.

2.1.2.4. The Contractor shall submit Base Access Request Forms (provided by the TPOC/COR) for all Contractor and subcontractor personnel, equipment and vehicles to the TPOC/COR or FRCSE Security, complete and in a timely manner, no less than 5 workdays prior to actual visit.

W912EP-16-R-0021 SECTION 01 14 00 APPENDIX A Page 2

2.1.3. Flight Line Access: Unless otherwise stated in the main body of the Statement of Work, flight line access is not required for this job. Contractor personnel shall not, under any circumstances, enter the flight line, nor shall they solicit FRCSE personnel for tours. Personnel found on the flight line without a valid reason for being there, and personnel who do not possess a valid flight line access badge, will be detained by NAS Jacksonville security personnel and will be permanently denied further access to FRCSE and NAS Jacksonville property. The Contractor shall report any such violations to the USACE COR or FRCSE Point of Contact (POC) immediately. There will be no exceptions made to this requirement.

2.1.4. Infrequent Access (< 30 days/year): Unless the Contractor/visitor is registered in RAPIDGate, all infrequent visitors of less than 30 consecutive days will be required to stop at the NAS Pass and Decal office every day to obtain a one day pass until work is completed. Information regarding how to obtain the day passes will be provided by the TPOC/COR.

2.1.5. Routine Access (>30 days/year): Unless the Contractor/visitor is registered in RAPIDGate, Contractor personnel who will be performing work at FRCSE for thirty (30) consecutive days or more per year will also be required to stop at the NAS Pass and Decal office every day to obtain a one day pass until work is completed. Information regarding how to obtain the day passes will be provided by the TPOC/COR.

2.1.6. RAPIDGate

2.1.6.1. Depending on the duration of access/number of days required to perform work related to the contract, the Contractor may wish to obtain access to NAS Jacksonville or NS Mayport via RAPIDGate. Information regarding RAPIDGate can be provided by your FRCSE contract POC.

Note that RAPIDGate is only available to U.S. Citizens representing U.S. owned companies.

2.1.6.2. Base access via RAPIDGate involves registration, enrollment, background vetting, screening, issuance of credentials, and electronic validation of credentials at the vendor's own cost.

Credentials will be issued every five years and access privileges will be reviewed and renewed on an annual basis.

2.1.7. Truck deliveries to NAS Jacksonville

2.1.7.1. Is limited to the commercial gate north of Yorktown Avenue on US 17 (Roosevelt Boulevard).To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:00 to 8:00 a.m. and 2:30 to 5:00 p.m.).

2.1.7.2. In order to ensure there are no delays in material delivery, manifests shall bear the contract number, FRCSE Building number, and the USACE COR or FRCSE POC name and telephone number, and the Contractors name and phone numbers.

2.2. FRCSE Complex Regulations

2.2.1. Contractors shall ensure that Contractor personnel employed on the FRCSE complex become familiar with and obey all regulations.

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2.2.2. Contractor’s Access

2.2.2.1. The Contractor’s company must submit an FRCSE Visit Access Request five days in advance of the visit, FRCSE 5500/17, through the Site Protection Division Office (code 65200) email address jaxs_security@navy.mil. This form is reviewed, approved, and entered into AMAG, making the requesting employee eligible for a temporary NAS JAX Gate Access Pass.

2.2.2.2. The FRCSE Visit Access Request, FRCSE 5500/17, is submitted for each visit to FRCSE and will indicate the number of days required for facilitating the conduct of business at FRCSE, not to exceed 30 one passes per request. If a visit exceeds 30 days, an updated FRCSE Visit Access Request, FRCSE 5500/17, must be submitted at least five days before the request expires. Failure to do so will delay the individuals’ access to the station, as these forms are processed in the order received. (Emergent requirements are handled on a case-by-case basis, depending upon the needs of FRCSE.)

2.2.2.3. Long-term (more than 30 days) Contractor personnel must compose a request on company letterhead stationery. For information required to be on the request, contact your FRCSE POC.

2.1.1.1. No personnel shall be permitted inside the FRCSE complex that has been previously denied an access badge to any Department of Defense facility, entity, or organization.

2.1.1.2. Personnel who do not maintain a valid FRCSE Contractor’s badge will not be permitted inside the FRCSE complex.

2.1.1.3. Immediately report instances of lost or stolen badges to the FRCSE security office. Upon completion of the contract and/or termination of the service of any employee, the Contractor shall return the badges to the FRCSE security office. Compliance with this requirement is mandatory.

2.1.2. Vehicle Access Pass: Fenced portions of FRCSE Complex require Contractor’s to obtain a vehicle access pass. The pass may be obtained from the FRCSE Security Office. Passes will be strictly limited to business vehicles only that are plainly marked with the name, address and telephone number of the business. Personal vehicles will not be permitted inside the FRCSE complex for any reason. All personnel who request a vehicle pass must have a valid driver’s license.

2.1.3. Contractor personnel will not be permitted to enter FRCSE buildings, spaces, and areas not covered by this contract except on prior approval of the FRCSE Security Office. Coordinate action with the USACE COR of FRCSE POC to obtain such entry approval.

2.1.4. Restrict employees/representatives to the work site and control travel directly to and from the work site. Do not enter any restricted areas unless required to do so and until cleared for such entry, keeping within the limits of the work area and avenues of ingress and egress.

2.1.5. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

2.1.6. Ensure that no opening in the roof/walls/windows/fence of the building exists at the end of the workday and do not exist where penetration is possible during non-working hours. If the building cannot be secured at the end of the workday, coordinate action with the USACE COR or FRCSE Security Office and the FRCSE POC to notify the cognizant code to arrange for a security watch.

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2.1.7. Alcohol, drugs and weapons are prohibited on site. Any person suspected of being under the influence of drugs or alcohol or found carrying any weapon will be promptly removed from the job site; their access badge will be confiscated. Personnel may also be permanently prohibited from entry to NAS Jacksonville and FRCSE property if any of these items are found in their possession. Failure to comply with this requirement may also result in detainment by NAS Jacksonville security personnel.

The USACE COR or FRCSE POC will not intercede for the Contractor or Contractor personnel on their behalf for any violation of this requirement.

2.1.8. Smoking is not permitted inside government buildings. All personnel shall smoke only in designated smoking areas. Failure to comply may result in reprimand or denial of access to the FRCSE complex.

2.1.9. Storage of Materials and Equipment at or near construction sites

2.1.9.1. The Contractor shall coordinate with their USACE COR or FRCSE POC for an approved Contractor lay-down area if one is required.

2.1.9.2. Ensure that no material is stacked within 10 feet of the perimeter fence. Remove from the work site, or secure ladders or other such equipment that could be used to climb the perimeter fence. Ensure that no vehicles are parked within 10 feet of the perimeter.

2.1.9.3. Contractor is responsible for control and security of Contractor-owned equipment and materials at the work site. Report immediately any missing, lost, or stolen property to the FRCSE Security Office in the Main Lobby of building 101 (904) 790-5500) as each case occurs.

2.1.9.4. The lay-down area will be kept neat and clean at all times, and all material shall be stored in a manner that prevents dispersal by wind, rain (Severe Weather Plan).

2.1.9.5. The Contractor may erect a temporary fence around the lay-down to secure construction materials

2.1.10. FRCSE Staff Working Hours

2.1.10.1. Standard FRCSE staff working hours normally consist of an 8-1/2 hour period between 6 a.m. and 2:30 p.m., Monday through Friday, excluding federal holidays.

2.1.10.2. The Contractor shall conduct operations so as to cause the least possible interference with normal operations of the activity, and shall coordinate his work with supervisors and other shop personnel in the affected area so as to minimize disruption to production.

2.1.10.3. Any work involving asbestos removal and/or possible disturbance should be scheduled on a

Saturday/Sunday or second/third shift and coordinated through the USACE COR with the FRCSE’s facility Asbestos Program Manager.

2.1.10.4. Work outside regular working hours requires coordination by the USACE COR or FRCSE

POC and may also require Contracting Officer approval. Make request 15 calendar days prior to such work to allow arrangements to be made by the Government for coordinating and 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 shall be lighted in a manner approved by the FRCSE Point of Contact.

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2.1.11. Environmental

2.1.11.1. FRCSE Environmental Guide Spec should be included with SOW but can be provided by

FRCSE POC. Guide spec is an overall guide for all environmental considerations as they pertain to this project at the FRCSE.

2.1.11.2. The Contractor shall comply with all federal, state, and local environmental regulations throughout the course of the contract. The Contractor shall ensure that their employees are adequately trained to ensure compliance while working on NAS Jacksonville for the FRCSE.

2.1.12. Utility Cutovers and Interruptions

2.1.12.1. Make utility cutovers after normal working hours or on Saturdays, Sundays, and

Government holidays unless directed otherwise.

2.1.12.2. All utility outages that do not require securing base services (high voltage systems, water/sewer, base compressed air or steam) shall be requested not less than fifteen (15) working days in advance from the FRCSE Point of Contact. Small outages, such as individual lighting circuits, may be coordinated locally with the shop supervisor responsible for the work area.

2.1.12.3. Utility outages that require securing base services shall be coordinated by the base maintenance Contractor, IAP-Hill, and their designated subcontractors. Outage requests shall be routed through the FRCSE Point of Contact.

2.1.12.4. Approvals of outages are dependent on FRCSE production requirements, and may be denied or cancelled at any time.

2.1.12.5. For operation of station utilities the Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, or steam. The Government will operate the control devices as required for normal conduct of work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

2.1.13. Photography & Electronic Devices: Unofficial photography is prohibited on NAS Jacksonville and in the FRCSE complex. No cameras are allowed in FRCSE without the express written permission of the FRCSE security office. Cellular phones with cameras shall not be operated in camera mode while in FRCSE. Laptop computers and Palm Pilots MUST be approved by the FRCSE security office.

2.1.14. Tool and Material Controls:

2.1.14.1. The FRCSE complex is a constrained working area where aircraft and components are open and exposed. The Contractor shall take steps to ensure that no tools or materials come in contact with equipment, aircraft or aircraft components. The Contractor shall also ensure that no tools or materials are left in the building.

2.1.14.2. The Contractor shall limit the amount of material stored on-site. Material shall be brought to the job site in amounts sufficient to perform the work on a daily basis. The Contractor shall remove demolished materials from the job site at the end of the workday and shall not store demolished materials at the lay-down area for more than one week.

2.1.14.3. All unused material shall be removed from the work site and stored in the lay-down area or

Contractor’s shop at the end of the workday. All equipment shall be conspicuously marked for identification.

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2.1.14.4. The Contractor shall take special precautions when working around the aircraft and components. All tools shall be secured to the lift or person by a lanyard. The Contractor shall ensure that the space below his working area is covered or protected from damage by falling tools or materials. If a falling object strikes any aircraft or components the worker shall notify the nearest shop person immediately. Failure to notify shop personnel shall be grounds for permanent removal of the worker from the job site. There will be no exceptions.

2.1.14.5. When working within an aircraft line contract personnel shall check in with the local Quality

Assurance personnel for inventory of tools to be used. Coordinated through your contract POC.

2.1.14.6. All tools used on the job shall be marked with the name of the owner or the company. All tools shall be controlled by the worker and shall not be left unattended in the building at any time.

Contractor supervisory personnel shall remind the workforce DAILY of this requirement and shall enforce the requirement for the duration of the job. All tools that are left unattended will be confiscated by shop personnel or by the FRCSE Point of Contact. Unmarked tools will be returned to the Contractor at the end of the workday.

2.1.15. Cleanliness Controls

2.1.15.1. All work shall be performed in a neat and orderly manner. Workspace cleanup shall be mandatory before, during and at the close of the workday for the entire duration of the contract.

The Contractor shall ensure that the job site is clean and free from debris and foreign materials at all times.

2.1.15.2. The Contractor shall perform a walk down of the area at the close of each workday to verify that the area is clean and that all surplus material is removed from the building.

3. REGIONAL BASE OPERATING SUPPORT (RBOS) CONTRACTOR:

3.1. The RBOS Contractor is retained by the Government to perform certain facility maintenance support services. Many FRCSE construction or equipment projects require some interface and coordination with the RBOS Contractor for utility or other services. The Contractor shall coordinate with the USACE COR for services available from the RBOS Contractor.

3.2. The Contractor shall not assume that the RBOS Contractor is available for non-reimbursable work for bidding, planning, construction, or modification purposes. Any arrangements with RBOS Contractor personnel for work associated with this contract shall be strictly the fiscal responsibility of the Contractor and will not be assumed by the FRCSE or by any other government entity, and may not be added to the contract for reimbursement.

3.3. Services Expressly the Responsibility of the RBOS Contractor: The RBOS Contractor is responsible for fire alarm services, utility services and outage coordination, facility maintenance and repair, equipment maintenance and repair, and grounds maintenance. The Contractor shall coordinate all work with the RBOS Contractor through the USACE COR where such work is to be performed on equipment or facilities that are the responsibility of the RBOS Contractor.

4. WEIGHT HANDLING EQUIPMENT/CRANE USE:

4.1. The following requirements apply to all Contractor operations involving the use of cranes, multi-purpose machines, material handling equipment, and construction equipment to perform weight handling equipment (WHE) operations at the Fleet Readiness Center Southeast (FRCSE).

4.1.1. The Contractor shall comply with the local WHE instruction (FRCSEINST 4730.13A). Access routes must be developed by the Contractor and approved by the Government prior to the lift date.

Ground loading limitations shall be reviewed by the Contractor and appropriate resolution measures taken, if necessary.

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4.1.2. The Contractor shall notify the contracting officer, project manager, and FRCSE WHE Program Office, 5 business days in advance, of any cranes or other equipment that will be entering the facility to perform suspended load lifts.

4.1.3. The Contractor shall comply with all applicable portions of the NAVFAC P-307: Management of Weight Handling Equipment instruction.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mechanical (Line Item 0001)

1.4.2 Electrical (Line Item 0002)

1.4.3 Architectural (Line Item 0003)

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

W912EP-16-R-0021 SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 04 C0NTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of lump sum items into proposed pay activities. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

1.4 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. All costs for items of work, which are not

W912EP-16-R-0021 SECTION 01 22 00 Page 2 specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mechanical (Line Item 0001)

Lump sum price to perform mechanical work listed in the plans and specifications…