RTA_SPECS_PN 87437-SOF Group HQ_VOL 1-4.pdf

Solicitation No. W912PM21R0001

Construct SOF Group Headquarters

Fort Bragg, NC

RTA Specifications

Specifications - Volume 1 of 4

September 2020____________________________________

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RTA SUBMITTAL

SOF Group Headquarters

PN 87437, FY21

Ft. Bragg, North Carolina

SPECIFICATIONS

VOLUME 1 of 3 Division 0 - 7

August 2020 Solicitation No: W912PM21R0001

M&H Project #: 145.05 prepared for

Wilmington District

PN87437, SOF Group Headquarters Solicitation No. W912PM21R0001 Fort Bragg, North Carolina

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 30 00 NON-DISCLOSURE/DATA SHARING AGREEMENT

01 32 01.00 37 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00 SUBMITTAL REGISTER

01 33 29.00 37 SUSTAINABILITY

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 45 35 STATEMENT OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 91 00.00 37 COMMISSIONING

01 91 00.00 37 BASIS OF DESIGN

01 91 00.00 37 OWNERS PROJECT REQUIREMENTS

01 91 00.00 37 PRELIMINARY COMMISSIONING PLAN

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

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

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

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 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 71 00 HARDWARE SCHEDULE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

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 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 68 13 MODULAR FLOORING FOR COMMERCIAL APPLICATION

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

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 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

PROJECT TABLE OF CONTENTS Page 2

10 28 13 TOILET ACCESSORIES

10 51 26 PLASTIC LOCKERS AND BENCHES

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 ANTI-TERRORISM/FORCE PROTECTION BRACING FOR MECHANICAL

EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

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

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 11.01 CCI LIST HVAC

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (FIRE

ALARM ONLY)

25 05 11.02 CCI LIST FLS

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

PROJECT TABLE OF CONTENTS Page 3

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 29.00 10 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET

COMMUNICATION SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 AUDIO VISUAL SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 61 13.13 PREFABRICATED UNDERGROUND HYDRONIC ENERGY DISTRIBUTION

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 EXISTING WORK

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 014505

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 37 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Field Location of Underground Utilities; G, RO

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the construction of one, 96,000 SF two-story building at Fort Bragg, NC. Associated sitework including earthwork, stormwater collection, retention and drainage, roadways and parking lots are included. Site communication work is included. Water, electrical power and site lighting and natural gas are provided by privatized utilities services with coordination with those service providers required by this project.

1.2.2 Location

The work is located at the Fort Bragg, NC. The exact location is indicated on the drawings.

1.3 EXISTING WORK

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

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

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

1.4 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 2 weeks prior to

SECTION 01 11 00 Page 2 014505 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. Location of existing utilities shall be included on the Record Drawings, refer to Section

01 78 00 CLOSEOUT SUBMITTALS

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 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. Prepare and submit site plan sketch of Field Location of Underground Utilities.

1.4.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3 014505

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

09/19

PART 1 GENERAL

1.1 DEFINITIONS

1.2 SUBMITTALS

1.3 CONSTRUCTION PERSONNEL

1.4 CONTACT PERSONNEL

1.5 DAILY REPORTS, DELIVERY REPORTS, AND DAILY ACCESS LOGS

1.6 CONSTRUCTION VEHICLES

1.7 SPECIAL SCHEDULING REQUIREMENTS

1.8 CONTRACTOR ACCESS AND USE OF PREMISES

1.8.1 Activity Regulations

1.8.2 Base Passes

1.8.3 No Smoking Policy

1.8.4 Emergency Response Requirement

1.8.5 Working Hours

1.8.6 Work Outside Regular Hours

1.8.7 Utility Cutovers and Interruptions

1.9 EXTRAORDINARY SECURITY REQUIREMENTS

1.9.1 Identification Badges

1.9.2 Citizenship Requirements

1.9.3 Guard Services

1.9.4 Physical Site Security

1.9.5 Access Control

1.9.6 Construction Materials

1.9.7 Additional Restrictions

1.9.8 Security Procedures Compliance

1.9.9 Temporary Facility Space

1.9.10 Construction Plans and Documents

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1 014505

SECTION 01 14 00

WORK RESTRICTIONS

09/19

PART 1 GENERAL

1.1 DEFINITIONS

a. Access Roster: A list of all personnel (contractor, subcontractor, government, vendors, etc.) who have been vetted by the government and Site Security Manager (SSM), and are authorized to have access to the construction site.

b. Cleared American Guard (CAG): SECRET security cleared personnel whose job is to control access of personnel and materials onto the construction site and into the Secure Area and Secure Storage Area.

The CAG reports incidents to the Site Security Manager.

c. Cleared Escort (CE): SECRET security cleared personnel whose job is to escort and monitor all uncleared workers in the Secure Area or Secure Storage Area. All uncleared personnel shall work within view of an escort.

d. Cleared Personnel (CP): Cleared personnel are individuals listed on the Access Roster would have been validated by the SSM as having a SECRET security clearance or higher and are authorized to have access to the construction site.

e. Daily Access Log: The daily log of all personnel who have accessed the construction site and Secure Area. The Daily Access Logs shall be recorded by the CAGs and/or local guards from the access control points.

f. Local Guard (LG): Vetted, uncleared personnel whose job is to control access to the construction site during construction site work hours and conduct random inspections of the construction site after work hours, weekends, and holidays. The LGs work under the supervisor of a

CAG.

g. Secure Area (SA): The area on the second floor of the brigade headquarters that is comprised of Rooms 229, 230, 231, 232, 233, 234, 235, 236, 237, 238, 239, 240, 241, 242, 243, 245, 246, 247, 248, 249, and 250.

h. Secure Storage Area (SSA): A secure area within the fenced construction site for the temporary storage of building materials until required for installation within the Secure Area. The SSA shall be a steel CONNEX or Sea Land containers. The SSA containers shall have a GSA high security lock. Access to the SSA is limited to CAGs, Cleared Escorts, or other cleared personnel.

i. Site Security Manager (SSM): The government official who has been designated as the person responsible for the overall management of construction security in accordance with ICS 705.1 and IC Tech Spec for ICS/ICD 705. The SSM shall have direct management and oversight of all CAGs, Local Guards, and Cleared Escorts.

SECTION 01 14 00 Page 2 014505

j. Uncleared Personnel (UP): All personnel who do not possess, at minimum, a validated SECRET security clearance, but have been vetted to access the construction site. All uncleared personnel working within the Secure Area must be escorted and observed by a Cleared Escort or CAG within the Secure Area or adjacent spaces.

k. U.S. Citizen: A person born or naturalized as a United States Citizen.

1. U.S. Person: A person who has been lawfully admitted for permanent residence into the United States as defined in 8 U.S.C. 1101(a)(20) or who is a protected individual as defined by 8 U.S.C.

1324b(a)(3).

m. Vetted/Vetting: The process of performing a background check on someone before offering them employment or allowing them access to the construction site. For this contract, vetting also includes the process of verifying U.S. Citizenship or legal residency within the United States and a National Criminal Background Check.

1.2 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Personnel; G

Contact Personnel

SD-07 Certificates

Daily Reports, Delivery Reports, and Daily Access Logs

Construction Vehicles

1.3 CONSTRUCTION PERSONNEL

a. An Access Roster of all construction personnel requiring access to the construction site shall be provided to the Contracting Officer and SSM. This roster shall include a full name and clearance level of each worker (i.e., Cleared, Uncleared, U.S. Citizen, U.S. Persons).

The SSM will verify cleared personnel security clearances.

b. The Access Roster shall be maintained and updated by the Contractor until the new facility is accepted by the government. As new personnel are added or removed, an updated copy of the Access Roster shall be resubmitted to the Contracting Officer and SSM.

c. The SSM will provide the Contractor with a list of all Government personnel authorized to access the construction site and Secure Area and to be included on the Access Roster.

SECTION 01 14 00 Page 3 014505

1.4 CONTACT PERSONNEL

Submit a list of contact personnel for the Contractor and subcontractors including full names, addresses, and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, resubmit the list to the Contracting Officer and SSM.

The list shall be marked and maintained, "For Official Use Only".

1.5 DAILY REPORTS, DELIVERY REPORTS, AND DAILY ACCESS LOGS

The contractor's Daily Reports, Material Delivery Reports, and Daily Access Logs shall be provided to the Contracting Officer and SSM at the end of each work day.

1.6 CONSTRUCTION VEHICLES

The Contractor shall submit a list of vehicles to be utilized within the construction site with the following information for each vehicle:

Year/Make/Model/License Number/Registered Owner.

1.7 SPECIAL SCHEDULING REQUIREMENTS

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.

1.8 CONTRACTOR ACCESS AND USE OF PREMISES

1.8.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats 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.

1.8.2 Base Passes

a. Temporary passes are no longer available at Ft. Bragg. Contractors can apply for and obtain AIE II+ passes for fee if desired. If not, contractor is required to enter through search lanes at ACP each day.

Large vehicles will be required to use Knox Street Truck Inspection Plaza regardless. Refer to PHYSICAL SECURITY ACCESS CONTROL for additional information on fees.

b. Maintain strict accountability over passes. Immediately report, to the source of issue, any passes missing or lost, and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

1.8.3 No Smoking Policy

Smoking is prohibited within and closer than 50 feet outside of all

SECTION 01 14 00 Page 4 014505 https://home.army.mil/bragg/index.php/about/garrison/directorate-emergency-services/physical-security/physical-security-department-army-security-guards/access-control buildings on installations 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.

1.8.4 Emergency Response Requirement

The most appropriate protective action for certain emergencies is to take shelter. Personnel shall immediately seek shelter while an assessment is made of the threat and determinations are being made regarding subsequent actions such as "all clear" or selected building evacuations. The following procedures shall be put in place in the event of an emergency condition. Submit emergency response procedures for government approval prior to inclusion in Contractor's Safety Plan.

a. NOTIFICATION: The primary means of alerting personnel shall be emergency alert signals. The alerting signal to seek shelter shall be three steady tones that last for thirty seconds separated by ten seconds of silence. The notification for "all clear" shall be three short tones repeated three times.

b. SHELTERING: When personnel hear the alert signal, the area of work must be secured in a manner that will leave the site in safe condition. Personnel shall seek shelter in the nearest occupied building in calm and orderly manner. If possible, secure all windows and doors and shut off ventilation. If in a vehicle, park the vehicle so that it does not block the normally traveled portion of the road and proceed into the nearest occupied building.

c. EVACUATION: In the event of an evacuation, personnel shall receive directions from team members of the Crowd Control Center (CCC) or the building custodian acting on the directions from the CCC. Contract personnel shall comply with instructions given at all times.

1.8.5 Working Hours

Regular working hours shall consist of a 9 hour period, between 7 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

1.8.6 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application at least 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.8.7 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."

SECTION 01 14 00 Page 5 014505

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air 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.

1.9 EXTRAORDINARY SECURITY REQUIREMENTS

1.9.1 Identification Badges

The Contractor shall provide construction site photo identification badges. The SSM will approve the contractor's site identification methods and procedures for all personnel entering the construction area.

Immediately report any instances of lost or stolen badges to the Contracting Officer and. SSM.

1.9.2 Citizenship Requirements

Design and construction conducted under this contract is restricted to U.S. companies using U.S. Citizens or U.S. persons. The free online program "E-Verify" shall be used to verify the status of all design and construction personnel. Copies of the E-Verify reports for all design and construction personnel shall be maintained by the Contractor and made available for inspection by the SSM. E-Verify service is available at www.uscis.gov.

1.9.3 Guard Services

The Contractor shall provide guard services during construction work hours, after hours, weekends, and holidays. During construction work hours, the Contractor shall provide a minimum of two guard personnel with at least one being a CAG. Contractor shall provide, as required, additional Local Guards and/or CAGs above the minimum to meet the work load demands as work within the construction site and Secure Area progresses to maintain schedule progress and work load. During after hours, weekends, and holidays, the Contractor shall provide one Local Guard for random inspection checks.

a. Cleared American Guards. Cleared American Guards are required to provide oversight over access to the construction site and to maintain access control of the perimeter of the Secure Area and Secure Storage Area during construction work hours.

b. Local Guards. Local Guards, under the oversight of a CAG, shall maintain access control of the construction site during construction hours and to conduct and record, at least every 2-3 hours, random inspection checks of the construction site after hours, weekends, and holidays. The random inspections checks shall be electronically verified/validated that the inspection checks were performed. Local

SECTION 01 14 00 Page 6 014505

Guards cannot be used to perform access control for the Secure Area or Secure Storage Area.

c. During construction work hours, the Local Guards or CAGs shall immediately notify -the SSM and Contracting Officer of any incidents. After hours, the initial notification shall be to local law enforcement agency followed immediately by notification to the

SSM.

d. Keys to the Secure Storage Area and Secure Area barrier shall be maintained by the CAG and SSM.

1.9.4 Physical Site Security

a. Perimeter Security Fence. The Contractor shall install a temporary chain-link construction security fence around the construction site with lockable separate vehicle and personnel gates. The Secure Storage Area shall be located within the fenced construction area.

The distance between the building and construction security fence is at the contractor's discretion, but must allow for safe construction equipment operations (concrete trucks, cranes, forklifts, etc.).

Fencing shall be laid out in straight lines to permit unhampered observation. The fabric height will be a minimum of 6 foot.

b. Fence Materials. Chain-link fences must be constructed with 9-gauge or heavier galvanized steel wire mesh with mesh openings not larger than 2 inches per side, and have twisted and barbed selvages at the top and the bottom. The wire must be taut and securely fastened to rigid metal or reinforced-concrete posts set in concrete. It must reach within 2 inches of hard ground or pavement. On soft ground, it must reach below the surface deep enough to compensate for shifting soil or sand.

c. Gates and Entrances. Gates will be secured with GSA high security locks. Semi-active entrances, such as less frequently used vehicular gates, must be locked from the inside when not in use. Care must be afforded against the ability to crawl under gates.

d. Utility openings. Any trenches or culverts through the perimeter, and any other below-grade chases 10 inches or more in diameter, including any existing passages, must have security measures equivalent to that of the perimeter. Access to any below grade chases must be secured to prevent unauthorized opening.

e. Fence and Gate Maintenance. Any weaknesses or breaches in the fence as a result of weathering or damage must be reported to the SSM as soon as discovered, and must be repaired immediately. Any temporary repair measures must be replaced by permanent repairs within 24 hours.

Any damage that may have been caused by intrusion must also be reported to the SSM immediately.

1.9.5 Access Control

a. Construction Site Access.

(1) Rough grading, erosion control measures, utility infrastructure, etc. may commence prior to implementation of access control measures. Prior to any work within the building footprint, the perimeter security fences shall be erected and access control

SECTION 01 14 00 Page 7 014505 measures enacted. Work outside the perimeter security fence is not restricted.

(2) Access control measures shall be maintained by Local Guards and/or Cleared American Guards, who shall verify all personnel, materials, and equipment entering the site, and which shall be recorded in the daily Delivery Reports and Access Logs.

Individuals not on the Access Roster shall be denied entry until approved by the SSM. Materials and equipment without prior approval by the SSM shall not be allowed to enter the site.

(3) It is recommended that the contractor's construction trailer be located outside of the perimeter security fence for visitor access and vetting prior to entering the site.

b. Secure Area (Rooms 229, 230, 231, 232, 233, 234, 235, 236, 237, 238, 239, 240, 241, 242, 243, 245, 246, 247, 248, 249, and 250.

(1) The Site Security Manager will mandate when access control is to be implemented. Access control also includes any work within adjacent spaces within 2-feet of the Secure Area perimeter wall.

Access shall be limited only to Cleared Personnel; no exceptions.

Access control and Daily Access Log procedures into the Secure Area will be controlled by a CAG. The contractor shall provide Cleared Escorts to accompany all Uncleared Personnel. The contractor shall provide enough Cleared Escorts as required to maintain scheduled progress and when all workers cannot be visually observed by a single escort.

(2) Temporary Barriers. As soon as the SSM mandates access control for the Secure Area, contractor shall secure the perimeter wall with temporary plywood or OSB partition and doors, or permanent metal stud and gypsum board partitions with permanent doors.

Temporary or permanent partitions and doors shall be able to show evidence of surreptitious entry. All temporary plywood or OSB partitions shall be fastened to framing from within the SA. All doors shall be installed so the hinges are on the inside to preclude removal of the screws or the use of chisels or cutting devices. Pins in exterior hinges shall be welded, flanged, or otherwise secured to make them non-removable. Doors shall be 12-gauge hollow metal or 1-3/4 inch solid wood. Doors shall be secured with a GSA high-security lock.

c. Failure to Maintain Access Control. Failure to maintain strict access control by CAGs and Cleared Escorts could result in demolition by the Contractor and subsequent reconstruction of a part of the work. If so, the SSM will make the determination as to the extent of the demolition and reconstruction required;

this work shall be performed at no cost to the government.

d. Entry Approval. The Contractor shall comply with the Government Construction Security Plan per ICD/ICS 705 to include, but not limited to, required physical barriers and signs at all entry points listing prohibited items. The Contractor can expect random searches of personnel at entry and exit points. Failure to obtain entry approval for personnel, materials, or equipment will not affect the contract price or time of project completion.

e. All tools and materials entering the Secure Area are subject to

SECTION 01 14 00 Page 8 014505 inspection.

1.9.6 Construction Materials

a. All materials for this project shall be procured by the contractor and stored within the construction site.

b. All materials entering the construction site will have prior approval from the SSM and documentation of construction material will be maintained on file at the construction site.

c. Random Selection. Bulk finish materials (drywall, floor tile, ceiling tile, etc.) will be randomly selected by the SSM for use in the Secure Area. The randomly selected materials shall immediately be stored within the SSA or the Secure Area itself.

d. Secure Storage Area (SSA).

(1) Materials for the Secure Area that will not be immediately placed with the Secure area shall be stored within the SSA. The SSA shall be located within the perimeter security fence. The SSA may either be a separate secured fenced area, containers (CONEX, Sea Land), or permanent structure. The SSA shall be secured with a GSA high security lock.

(2) The SSA will remain locked when not being accessed. Only a CAG or Cleared Escort may provide access to the SSA and must remain with all Uncleared Personnel accessing the storage while it is unlocked. No personnel will be allowed to access the SSA without prior vetting by the SSM.

1.9.7 Additional Restrictions

a. Cell Phones and Cameras. Personal cell phones and cameras are prohibited from the construction site. If found, personal cell phones and cameras may be confiscated by the SSM. A limited number of contractor's cell phones for safety purposes may be used, but shall be approved by the SMM. Cameras required for progress photos shall be approved by the SMM and Fort Bragg Security Office. No progress photos shall be posted on the internet.

b. The use of construction site web cameras is not authorized for this project. In addition, it is a crime under 18 USC 795 to photograph or video defense installations without first obtaining the permission of the Commanding Officer of the military installation. It is a crime under 18 US<: 797 to reproduce, publish, sell or give away any photograph, picture or graphic reproduction of a defense installation without first obtaining permission of the Commanding Officer of the military installation. Failure to follow the stated requirements is grounds for removal from the installation and confiscation of unapproved or prohibited items.

c. Work Requiring Security Clearance.

(1) All personnel performing any work within Secure Area shall either be Cleared Personnel or escorted by Cleared Escorts.

(2) All communications infrastructure designated to process information at higher classification levels (JWICS, TS/SCI, SECTION 01 14 00 Page 9 014505

Yellow, etc.) shall be installed by Cleared Personnel.

1.9.8 Security Procedures Compliance

The SSM will have complete access to the work site to ensure proper security procedures are maintained. The SSM will report any security inconsistencies or unauthorized work/materials found and any action taken to resolve the issue to the U.S. Army Corps of Engineers. The U.S. Army Corps of Engineers is authorized to hold the contract in abeyance pending resolution of any inconsistent security procedures based on the SMM's recommendation.

1.9.9 Temporary Facility Space

Contractor shall provide space sufficient for one person with a contractor supplied desk and chair within their temporary office facility for the SSM. The space is intended to be open area and not a private office, but will require 24/7 accessibility to facilitate partnering with contractor concerning access control and material segregation oversight.

1.9.10 Construction Plans and Documents

a. All construction drawings and related documents maintained on-site shall be secured in a metal plan file or file cabinet and locked with a high security hasp and GSA approved padlock or GSA approved container. Unless noted otherwise, the electronic security systems drawings, specifications, shop drawings, submittals, etc. maintain on-site shall be treated as, "For Official Use Only (FOUO)". Under no circumstance should plans, diagrams, etc., that are identified for the construction of the Secure Area be sent or posted on unprotected information technology systems or Internet venues without file protection (i.e., password authentication, encrypted e-mails, etc.)

measures approved by the SSM.

b. The terms, "SCIF", "Sensitive Compartmented Information Facility", or ICS/ICD 705 shall not be used in any of the construction documents (drawings, specifications, shop drawings, etc.). The terms shall also be avoided in verbal conversations within the construction site.

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

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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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29.00 37 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BID PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes 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.

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3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 MINIMUM INSURANCE REQUIREMENTS

1.4 Fort Bragg IGI&S Non-Disclosure/Data Sharing Agreement

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

1.5.2 Superintendent Qualifications

1.5.2.1 Duties

1.5.3 Non-Compliance Actions

1.6 PRECONSTRUCTION CONFERENCE

1.7 PARTNERING

1.7.1 Formal Partnering

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 37 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Fort Bragg IGI&S Non-Disclosure/Data Sharing Agreement; G, RO

1.3 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.4 Fort Bragg IGI&S Non-Disclosure/Data Sharing Agreement

The Contractor shall prepare, sign, submit and adhere to the Fort Bragg IGI&S Non-Disclosure/Data Sharing Agreement attached to the end of this section.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

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1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.7 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering

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1.7.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

NON-DISCLOSURE/DATA SHARING AGREEMENT

06/20

SECTION 01 30 00 Page 1 014505

Fort Bragg IGI&S Non-Disclosure/Data Sharing Agreement For Geographic

Information System (GIS) Data

U.S. Army Installation Geospatial Information and Services (IGI&S) Information Assurance

Compliance with this agreement will ensure all activities undertaken and completed under this contract are recognized as in the best interests of the U.S. Army. All personnel associated with this contract will fully comply with this non-disclosure agreement's intent and spirit. Any violations of this agreement will be prosecuted to the full extent of the law.

I/We the undersigned, on behalf of the Requesting Organization listed below (hereafter referred to as the "Requester"), request release of GIS/CAD Data (collectively, the "Data") and understand and agree to the following:

All Data released with this agreement is for official use only.

• The Recipient agrees to accept these Data "as is" without any Government representation as to suitability for intended use or warranty whatsoever. This disclaimer does not affect any obligation the Government may have regarding Data specified in a contract for the performance of that contract.

• The Recipient agrees to indemnify and hold harmless the Government, its agents, and employees from every claim or liability, including attorneys fees, court costs, and expenses arising out of, or in any way related to, the misuse or unauthorized modification, reproduction, release, performance, display, or disclosure of Data received from the Government with restrictive legends by the Recipient or any person to whom the Recipient has released or disclosed the Data.

• Data shall remain under the control of the originating requestor or agency or its successor in function at all times

• Release/disclosure of Data to any party beyond the original requestor is prohibited. No non-governmental publication of the data by any means or analyses thereof is authorized.

• All Data that is released for off-site usage shall become the fully responsible of the below signed individual/company/organization. Additional requirements include:

o Off-installation storage of information on laptop/notebook/desktop computers is prohibited except for official use only. Exceptions to this rule can only be approved with direct permission from the Installation Geospatial Information and Services (GI&S) Coordinator.

o If the below signed individual ends his/her employment with the company/agency represented in this agreement, the company/agency must assign a new point of contact or the responsibilities of this agreement will default to that person's immediate supervisor.

• Any maps, reports or displays must be labeled with "For Official Use Only" and must acknowledge the originator of the data.

• The IGI&S Coordinator must approve all modifications to the Data if the Data is intended for on-installation storage and use. This includes, but is not limited to, direct GIS data changes, creation of new GIS datasets, and GIS dataset creation based on GIS analysis.

• Publication of any of the data or analyses thereof is prohibited without the expressed written consent of the IGI&S Coordinator.