B-3 NORTHCOM Construct Alert Spec.pdf

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Attached to
Alert Facility and Alert Apron Federal contract opportunity
Solicitation number
N69450-20-R-0129
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This document provides details for a federal contract opportunity to construct an Alert Facility and Alert Apron at NAS JRB New Orleans. The solicitation requests the construction of an Aerospace Control Alert Facilities and Alert Apron utilizing conventional design and construction methods. Facilities must be designed as permanent construction and comply with DoD and Air Force design standards. The Alert Facility requires two aircraft shelters with drive-through capability, installed heating, fire suppression, metal walls, and standing seam metal roof. It also requires aircrew alert quarters/mission support structure with Alternate Command Post capabilities, a secure area, and entry control facility. Standby power and pile foundations for the site are also required. The Alert Apron requires all utilities, communication support, site improvements, exterior lighting, lightning protection, and security upgrades. It requires a parking apron for two alert ready aircraft along with security fencing, access gates, airfield lighting, security lighting with controls and communications and electrical conduit. Pile foundations and site preparation including soil dewatering are also required. This is a Firm-Fixed Price contract for Design-Bid-Build construction with a completion schedule of 1300 calendar days from award. The total project value is between $25-100 million. It is solicited as unrestricted and open competition from all responsible sources by the Department of the Navy Naval Facilities Engineering Command.

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N6945020R0129_0005.pdf PDF
Amd_0004_CLINS.pdf PDF
PROJECT TOC Amendment 0003.pdf PDF
ESD106 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf PDF
32 11 20 Amendment 0003.pdf PDF
ESD107 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf PDF
32 12 16 Amendment 0003.pdf PDF
N6945020R0129_0003.pdf PDF
E506 - ELECTRICAL DETAILS_Amd0003_2020-10-06.pdf PDF
E505 - ELECTRICAL DETAILS_Amd0003_2020-10-06.pdf PDF
ESD105 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf PDF
G003 - OVERALL PROJECT MAP_Amd0003_2020-10-06.pdf PDF
A351 - SHELTER_1 BUILDING SECTIONS Amd 0002.pdf PDF
P402 - ENLARGED CREW SANITARY PLAN SOUTH Amd 0002.pdf PDF
CA200 - APRON GEOMETY AND UTILITY PLAN Amd 0002.pdf PDF
A602 - DOOR_WINDOW_LOUVER DETAILS Amd 0002.pdf PDF
S154 - SHELTER_2 SLAB PLAN Amd 0002.pdf PDF
10 51 13 Amendment 0002.pdf PDF
01 30 01_00 22 Amendment 0002.pdf PDF
13 34 19 Amendment 0002.pdf PDF
A353 - SHELTER WALL SECTIONS Amd 0002.pdf PDF
C401 - GRADING AND DRAINAGE PLAN Amd 0002.pdf PDF
A201 - ACQ_ECP EXTERIOR ELVATIONS Amd 0002.pdf PDF
A701 - FINISH LEGEND AND SCHEDULE Amd 0002.pdf PDF
01 35 13 Amendment 0002.pdf PDF
C101 - EXISTING CONDITIONS AND SURCHARGE SITE PLAN Amd 0002.pdf PDF
PROJECT TOC Amendment 0002.pdf PDF
A601 - DOOR - WINDOW ELEVATIONS_DOOR SCHEDULE Amd 0002.pdf PDF
S152 SHELTER _1 SLAB PLAN_Amd01_2020-09-14.pdf PDF
P403 ENLARGED CREW PIPING PLAN NORTH_Amd01_2020-09-14.pdf PDF
E503 ELECTRICAL DETAILS_Amd01_2020-09-14.pdf PDF
N6945020R0129_Amendment_0001.pdf PDF
P502 PLUMBING DETAILS_Amd01_2020-09-14.pdf PDF
P402 ENLARGED CREW SANITARY PLAN SOUTH_Amd01_2020-09-14.pdf PDF
ES109 ELECTRICAL SITE PLAN - NEW WORK_Amd01_2020-09-14.pdf PDF
P401 ENLARGED CREW SANITARY PLAN NORTH_Amd01_2020-09-14.pdf PDF
P104 OVERALL SHELTER 2 PLUMBING PLAN_Amd01_2020-09-14.pdf PDF
ES107 ELECTRICAL SITE PLAN - NEW WORK_Amd01_2020-09-14.pdf PDF
B-3 RQLH059034 NORTHCOM Construct Alert Apron Drawings.pdf PDF
Attachment B_COVID-19 Screening Questionnaire.pdf PDF
Exhibit C Safety Data Sheet.docx DOCX document
Exhibit D Historical SB Utilization.docx DOCX document
Exhibit F Small Business Subcontracting Plan.doc DOC document
N6945020R0129.pdf PDF
Attachment A_ProjNet_How To Guide.pdf PDF
B-3 RQLH189009 NORTHCOM Construct Alert Facility Drawings.pdf PDF
Exhibit B Past Performance Questionnaire.docx DOCX document
Exhibit E SB Participation Commitment Doc.docx DOCX document
Exhibit A Construction Experience Project Data Sheet.docx DOCX document
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Text version

WORK ORDER NO. 1323108/1621243

A/E CONTRACT NO.

NXXXXX-XX-D-XXXX

APPROPRIATION: MCON

NORTHCOM CONSTRUCT ALERT APRON

NORTHCOM CONSTRUCT ALERT FACILITIES

At the

NAS JRB NEW ORLEANS, NEW ORLEANS, LOUISIANA

(P-9034/P-9009)

SUBMITTED BY:

NAVFAC Southeast, Capital Improvements P.O. Box 30, Building 903 NAS Jacksonville, FL 32212

PREPARED BY:

Architectural: Daniel Kirsch, R.A. NAVFAC SE, CI Interior Design: Karen Watters, NCIDQ NAVFAC SE, CI Structural: Gil Samson, P.E., NAVFAC SE, CI Mechanical: Bryan Pratt, P.E., NAVFAC SE, CI Electrical: Doug Henry, P.E., NAVFAC SE, CI Fire Protection: Alan Kouchinsky, P.E., NAVFAC SE, CI Civil - Site: Ronnie Perron, P.E., NAVFAC SE, CI Civil – Airfield: Robert (Wesley) Price, P.E. NAVFAC SE, CI Landscape Arch: Judd Lee, RLA, NAVFAC SE, CI Cost: Anthony K. Wilson, C.C.C., NAVFAC SE, CI

Design Manager (DM):

Michelle Contestabile, P.E.

Date: August 12, 2020

ACCEPTED BY:

For Commander, NAVFAC Southeast: ___________________________________

Timothy Frazier, P.E.

Design Production Director, CI4A Date: August 12, 2020

CONTESTABILE.MICHELL

E.1009694478

Digitally signed by

CONTESTABILE.MICHELLE.1009694478

Date: 2020.08.12 16:27:54 -04'00'

FRAZIER.TIMOTHY.G.

1384975166

Digitally signed by

FRAZIER.TIMOTHY.G.1384975166

Date: 2020.08.13 10:24:59 -04'00'

NORTHCOM CONSTRUCT ALERT APRON/FACILITIES

NAS JRB NEW ORLEANS, LOUISIANA

WON: 1323108/1621243

B-3 DESIGN SUBMITTAL

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 00 AVAILABLE INFORMATION

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 14 00.00 25 WORK RESTRICTIONS

01 20 00.00 25 PRICE AND PAYMENT PROCEDURES

01 30 00.00 25 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 20 DESIGN, PROCUREMENT AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

01 31 23.13 25 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 25 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29.00 25 SUSTAINABILITY REPORTING

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 35.00 25 SPECIAL INSPECTIONS FOR DESIGN-BID-BUILD

01 50 00.00 25 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 16.00 25 TEMPORARY PEST CONTROL

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00.00 25 PROJECT IDENTIFICATION

01 74 19.00 25 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00.00 25 CLOSEOUT SUBMITTALS

01 78 23.00 25 OPERATION AND MAINTENANCE DATA

01 78 24.00 25 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 25 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

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

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

WON: 1323108/1621243

PROJECT TABLE OF CONTENTS Page 2

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 21 19 SPRAY APPLIED INSULATION/VAPOR BARRIER (FOR WALL SURFACES)

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 02 BULLET-RESISTANT COMPONENTS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR 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 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 25 HIGH-EXPANSION FOAM SYSTEM, FIRE PROTECTION

WON: 1323108/1621243

PROJECT TABLE OF CONTENTS Page 3

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93.00 25 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 31 13.00 40 METAL DUCTS

23 52 33.00 25 HOT WATER BOILERS, CONDENSING TYPE

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00 HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 20.00 10 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

WON: 1323108/1621243

PROJECT TABLE OF CONTENTS Page 4

31 05 25 WICK DRAINS

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.13 CHEMICAL TERMITE CONTROL

31 62 19 TIMBER PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 BASE COURSE FOR RIGID PAVING

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 32 13.13 PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

APPENDIX

A GEOTECHNICAL REPORT

B TERRACON LETTER REPORT

C MEMORANDUM NO. 1

-- End of Project Table of Contents --

NORTHCOM CONSTRUCT ALERT APRON/FACILITIES WON: 1323108/1621243

NAS JRB NEW ORLEANS, LOUISIANA B-3 DESIGN SUBMITTAL

SECTION 00 31 00

AVAILABLE INFORMATION

04/11

PART 1 GENERAL

1.1 PROJECT CONDITIONS

1.1.1 Geotechnical Conditions

Subsurface investigation reports have been prepared by an independent agency for reference purposes and are not considered Contract Documents.

Test boring records are not a warranty of subsurface conditions.

The Geotechnical Engineering Report, by Schnabel Engineering, LLC, dated July 22, 2016 is included in Appendix A, attached to this Project Manual.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 31 00 Page 1

SECTION 01 11 00.00 25

SUMMARY OF WORK

01/17

NAVFAC SE VERSION

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the demolition of existing taxiway that the Air National Guard Alert Crew currently uses and clearing of any trees/grass/swales/ditches, and an asphalt service road used by the MSA to deliver weapons for the mission. A portion of the existing haul road will be demolished and removed. The remaining portion will still be utilized for weapons delivery.

The site consists of two Alert Alert Aircraft Shelters which will shelter four (4) aircraft with supporting parking apron for two additional aircraft, a peripheral taxi-lane, and two access points to the existing taxiway. In addition, there is a Crew Quarters Facility with a GOV parking area (10 spaces), and Entry Control Facility with a POV parkign area (17 spaces), and access drive through the primary controlled gate and a secondary access drive and controlled gate for MSA use only.

Sitework includes restoration of grading and pavement damaged during demolition/construction and landscaping.

1.1.2 Location

The work is located at the Naval Air Station, Joint Reserve Base, New Orleans, on the east side of Runway 22 at the north end and adjacent to the existing Alert Facility, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 LOCATION OF UNDERGROUND UTILITIES

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

Contact Contracting Officer a minimum of 15 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.2.1 Notification Prior to Excavation

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

1.3 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Maintain property control records for material or equipment designated as

SECTION 01 11 00.00 25 Page 1 salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00.00 25 Page 2

SECTION 01 14 00.00 25

WORK RESTRICTIONS

09/19

NAVFAC SE VERSION

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 25 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Adjacent buildings will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

c. NMCI Contractor Access: The NMCI Contractor must be allowed access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Insides Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. The Contractor will be required to coordinate their efforts with the NMCI contractor to facilitate joint use of building spaces during the final phases of construction and work the coordination effort into the construction schedule.

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. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

SECTION 01 14 00.00 25 Page 1

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 Installation Access

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

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

1.3.1.2.1 Registration for DBIDS

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

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

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

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

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

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

1.3.1.2.2 DBIDS Eligibility Requirements

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

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

SECTION 01 14 00.00 25 Page 2

1.3.1.2.3 DBIDS Notification Requirements

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

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

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

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

1.3.1.2.4 One-Day Passes

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

1.3.1.3 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period , between 7 a.m.

and 3:30 p.m., Monday through Friday, , excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application by Wednesday prior to the weekend work request to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions in accordance with Base requirements. Conform to procedures required in paragraph WORK OUTSIDE

REGULAR HOURS.

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

SECTION 01 14 00.00 25 Page 3

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Make application to Contracting Officer two weeks in advance of date requested for utility interruptions. No outages will be allowed on Federal Holidays.

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

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit prior to connection and in accordance with Section 33 30 00 SANITARY SEWERAGE.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply to this Contract:

1.4.1 Security Construction Plan (SCP)

Additional security requirements will be enforced for the duration of this Contract. The Security Construction Plan will be provided by the Government. Restrictions may include, but are not limited to, the following:

Identity Verification Vehicle Inspections at entry and exit Prohibited and restricted items Physical barriers to unauthorized areas Periodic Security Inspections

1.4.2 Periodic Inspections

The base Contracting Officer, or his designee, will make periodic inspections of the project to assess on-going compliance with the Security Construction Plan and to verify construction conforms to Contract Documents. Contractor shall notify CO at least 24 hours in advance of time when work that requires inspection, as identified in the SCP, will be complete and ready for inspection.

Provide the following:

Access to the Work.

Incidental labor and facilities necessary to facilitate inspections.

Adequate quantities of representative samples of materials that requifre testing and inspecting. Assist agency in obtaining samples.

Security and protection for samples and for testing and inspecting equipment at Project site.

1.4.3 Coordiantion

SECTION 01 14 00.00 25 Page 4

Coordinate sequesnce of activities to accommodate required security inspections with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

Schedule times for tests, inspections, obtaining samples, and similar activities.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00.00 25 Page 5

SECTION 01 20 00.00 25

PRICE AND PAYMENT PROCEDURES

01/17

NAVFAC SE VERSION

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)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 25 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

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

SECTION 01 20 00.00 25 Page 1

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

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

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

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

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93.00 25 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

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

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

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

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

SECTION 01 20 00.00 25 Page 2

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

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

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

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

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

b. Contractor Safety Self Evaluation Checklist.

c. Other supporting documents as requested.

d. Updated copy of submittal register.

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

f. Contractor's Subcontractor and supplier payment certification.

g. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in the Invoicing, Receipt, Acceptance, and Property Transfer (iRAPT) application in the Wide Area Workflow (WAWF) eBusiness Suite for each invoice submitted. The maximum

SECTION 01 20 00.00 25 Page 3 size of each iRAPT attachment is two megabytes, but there are no limits on the number of attachments. Attachment File Names cannot contain spaces or special characters, except underscore "_". If a document cannot be attached in iRAPT due to system or size restriction, provide it as instructed by the Contracting Officer.

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

1.5.3 Final Invoice

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

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

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

1.6 PAYMENTS TO THE CONTRACTOR

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

1.6.1 Obligation of Government Payments

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

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

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

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

SECTION 01 20 00.00 25 Page 4

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

1.6.2 Payment for Onsite and Offsite Materials

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

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

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 25 Page 5

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SECTION 01 30 00.00 25

ADMINISTRATIVE REQUIREMENTS

12/19

NAVFAC SE VERSION

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 Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 25 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

SD-04 Samples

Color Boards; G

1.3 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted.

Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.4 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch

SECTION 01 30 00.00 25 Page 1 or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.6 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.

a. Prior to commencement of work hereunder, furnish to the Contracting Officer a certificate or written statement of the above required insurance. The policies evidencing required insurance must contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance will not be effective until 30 days after written notice thereof to the Contracting Officer.

1.7 SUPERVISION

1.7.1 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.

1.7.2 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.

SECTION 01 30 00.00 25 Page 2

1.7.2.1 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 NAVFAC Red Zone meetings, 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.

1.7.3 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.

1.8 PRECONSTRUCTION MEETING

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.

1.9 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.9.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

1.9.2 Meetings

a. Upon Government acceptance of the NRZ…

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