P71594 PTPA III ACRS IFB SPC 1of2.pdf

NAVFAC WORK ORDER NO. 1603246

A/E CONTRACT NO.: N69450-13-D-00012

APPROPRIATION: MILCON

P71594 PTPA III ACRS

NAS CORPUS CHRISTI, TEXAS

CORPUS CHRISTI, TEXAS

FOR BIDDING PURPOSES ONLY

NOT FOR CONSTRUCTION - VOLUME 1 OF 2

SUBMITTED BY:

NAVFAC SOUTHEAST, CAPITAL IMPROVEMENTS

P.O. BOX 30, BUILDING 903

NAS JACKSONVILLE, FL 32212

GULF COAST ARCHITECTURAL GROUP, INC

1700 West Main Street, Suite 200

Pensacola, FL 32502

PREPARED BY:

PROJECT MANAGER: Chuck Rosati, RA CIVIL: Clint Cuffle, PE

LANDSCAPE ARCHITECT: N/A

STRUCTURAL: Stuart Smith, PE ARCHITECTURAL: Keith Bullock, RA FIRE PROTECTION: Mark Lazo, PE MECHANICAL-PLUMBING: John Gibbs, PE MECHANICAL-HVAC: John Gibbs, PE ELECTRICAL: Todd Nicholson, PE TELECOMMUNICATIONS: Chad Currey, RCDD

Design Manager: George Larry Law, RA Date: 3 March 2020 laura.lake Typewritten Text ACCEPTED BY For Commander, NAVFAC Southeast:

laura.lake Typewritten Text Timothy Frazier, P.E.

Design Production Director, CI4A Date: 12 MAR 2020

THIS PAGE INTENTIONALLY LEFT BLANK FOR DUPLEX PRINTING

POWERTRAIN – Aircraft Component Repair Shop P71594

TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME I

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 22 PROCUREMENT AND INSTALLATION OF FF&E

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

SUBMITTAL REGISTER

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

01 50 00.00 25 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00.00 25 PROJECT IDENTIFICATION

01 74 19.00 25 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

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 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 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

TABLE OF CONTENTS Page 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 15 00.00 25 AIR BARRIERS

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 METAL WALL PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

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 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 51 13 LOCKERS

10 53 13.00 25 OVERHEAD SUPPORTED CANOPIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

TABLE OF CONTENTS Page 3

21 13 16.00 20 DRY-PIPE FIRE SPRINKLER SYSTEMS

VOLUME II

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 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

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

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

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

INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 75.00 25 POWER SYSTEM STUDY FOR NEW CONSTRUCTION PROJECTS

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16 SECONDARY UNIT SUBSTATIONS

26 13 26.00 25 MEDIUM-VOLTAGE SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 24 13 SWITCHBOARDS

26 27 14.00 20 ELECTRICITY METERING

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

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 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

TABLE OF CONTENTS Page 4

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 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

-- End of Project Table of Contents --

POWERTRAIN - Aircraft Component Repair Shop P71594

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 project work includes the construction of two separate buildings: The Aircraft Component Repair Shop (referred to as the ACRS) and the CCAD Administrative Annex (referred to as the ANNEX). The plans and specs for the project to be awarded are in two separate packages; each building has a unique set of plans and the associated specifications.

The ACRS is a 124,670 SF single story highbay facility with mechanical mezzanine. The ANNEX is an 84,880 SF two story administrative building.

Both buildings include utility infrastructure, paving, fencing and other site work as shown on the project plans and specifications.

CLI N 0001. Price for the entire work for the P- 71594 Power t r ai n Admi ni st r at i ve Annex ( ANNEX) , an 82,207 SF administrative HQ office building which includes administrative space, rest rooms, support space, and supporting facilities. Supporting facilities include connections to and distribution of all utilities systems: potable water, sanitary sewer, natural gas, electrical, storm drainage, and lighting; information systems, road and sidewalk paving; curb and gutter; pavement marking and signage; clearing and grubbing; erosion control measures; landscaping;

excavation and embankment; low impact development features; and excavation and haul of borrow material. Facilities include energy efficiencies, building envelope and integrated building systems performance.

All work shall be in accordance with the drawings and specifications, but excluding work described in Contract Line Item CLIN 0002, 0003, 0004, 0005, 0006, 0007, 0008, and 0009.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

0001 P- 71594 Power t r ai n Admi ni st r at i ve Annex

(ANNEX)

CLI N 0002. Price for the entire work for P- 71594 Power t r ai n Ai r cr af t Component Repai r Shop ( ACRS) a 124,670 SF aircraft refurbishment facility that includes high bay process floor, administrative spaces, rest rooms, support spaces, and supporting facilities. Supporting facilities include connections to and distribution of all utilities systems: potable water, sanitary sewer, natural gas, electrical, storm drainage, and lighting;

information systems, road and sidewalk paving; curb and gutter; pavement marking and signage; clearing and grubbing; erosion control measures;

landscaping; excavation and embankment; low impact development features;

and excavation and haul of borrow material. Facilities include energy

SECTION 01 11 00.00 25 Page 1 efficiencies, building envelope and integrated building systems performance. in accordance with the drawings and specifications, but excluding work described in Contract Line Item CLIN 0001, 0003, 0004, 0005, 0006, 0007, 0008, and 0009.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

0002 P- 71594 Power t r ai n Ai r cr af t Component Repai r SHop ( ACRS)

CLI N 0003 OPTI ON 001. Price for the Annex Nor t h Par ki ng Lot complete in accordance with drawings C104, C114, C124, C134, C144, C154, C164, L304 and LI104 and specifications 03 42 13.00 10 Plant-Precast Concrete Products for Below Grade Construction, 31 11 00 Clearing and Grubbing, 31 23 00.00 20 Excavation and Fill, 32 05 33 Landscape Establishment, 32 12 13 Bituminous Tack and Prime Coats, 32 12 16 Hot-Mix Asphalt (HMA) for Roads, 32 16 19 Concrete Curbs, Gutters and Sidewalks, 32 17 23 Pavement Markings, 32 84 24 Irrigation Sprinkler Systems, 32 92 23 Sodding and 32 93 00 Exterior Plants but excluding work described in Contract Line Item CLIN 0001, 0002, 0004, 0005, 0006, 0007, 0008, and 0009.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

OPTION 001

Annex Nor t h Par ki ng Lot

CLI N 0004 OPTI ON 002. Price for the Annex Sout h Par ki ng Lot complete in accordance with drawings C102, C112, C122, C132, C142, C152, C162, L303 and LI103 and specifications 31 11 00 Clearing and Grubbing, 31 23 00.00 20 Excavation and Fill, 32 05 33 Landscape Establishment, 32 12 13 Bituminous Tack and Prime Coats, 32 12 16 Hot-Mix Asphalt (HMA) for Roads, 32 16 19 Concrete Curbs, Gutters and Sidewalks, 32 17 23 Pavement Markings, 32 84 24 Irrigation Sprinkler Systems, 32 92 33 Sodding and 32 93 00 Exterior Plants but excluding work described in Contract Line Item CLIN 0001, 0002, 0003, 0005, 0006, 0007, 0008, and 0009.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

OPTION 002

Annex Sout h Par ki ng Lot

CLI N 0005 OPTI ON 003. Price for the ACRS - Add 22 Br i dge cr anes in accordance with Sheet S121-122, S221-S222 A135-A136, A302 and A311 and see Specification 41 22 13.14 Bridge Cranes, Overhead Electric, Top Running, but excluding work described in Contract Line Item CLIN 0001, 0002, 0003, 0004, 0006, 0007, 0008, and 0009.

SECTION 01 11 00.00 25 Page 2

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

OPTION 003

ACRS - Add 22 Br i dge cranes

CLI N 0006 OPTI ON 004. Price for the A CRS - Add Comm Di st r i but i on at process floor area in accordance with Sheets T111-T112 and Specification 27 10 00 Basic Telecommunication Cabling. Add Communication Outlets at Administrative area, See Sheets T121-T122 and Specification 27 10 00 Basic Telecommunication Cable, but excluding work described in Contract Line Item CLIN 0001, 0002, 0003, 0004, 0005, 0007, 0008, and 0009.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

OPTION 004

ACRS - Add Comm Distribution

CLI N 0007 OPTI ON 005. Price for the purchase and installation Price to procure and supervise installation of the Annex Fur ni t ur e, Fi xt ur es, and Equi pment ( FF&E) Package complete in accordance with drawings (X) and specifications (IF101,IF102, IF111, IF112, IF113, IF114, IF121, IF122, IF123, IF124, IN111, IN112, IN113, and IN114) and specifications (01 30

01.00 22 Procurement and Installation of FF&E/AV) but excluding work described in Contract Line Item CLIN 0001, 0002, 0003, 0004, 0005, 0006, 0008, and 0009.

CLIN ITEM GOVERNMENT

FF&E

ESTIMATE

HAR (NTE 5%) HAR

AMOUNT (GOVT

FF&E

ESTIMATE x

HAR%)

TOTAL FF&E

ESTIMATED

AMOUNT FOR

CLIN 0001AB

(GOV"T FF&E

ESTIMATE +

HAR AMOUNT)

0007 ANNEX FF&E $3,396,802 5% $169,840.10

CLI N 0008 OPTI ON 006. Price for the purchase and installation Price to procure and supervise installation of the Annex Audi o Vi sual Package complete in accordance with drawings (TA001,TA110, TA111,TA120,TA121, TA201, TA401, TA402, TA403, TA404, TA405, TA601, TA602, TA603, TA604, TA605, TA606 and TA607) and specifications (01 30 01.00 22 Procurement and Installation of FF&E and AV, 27 41 00 Audio Visual System) but excluding work described in Contract Line Item CLIN 0001, 0002, 0003, 0004, 0005, 0006, 0008, and 0009.

SECTION 01 11 00.00 25 Page 3

CLIN ITEM GOVERNMENT

FF&E

ESTIMATE

HAR (NTE 5%) HAR

AMOUNT (GOVT

FF&E

ESTIMATE x

HAR%)

TOTAL FF&E

ESTIMATED

AMOUNT FOR

CLIN 0001AB

(GOV"T FF&E

ESTIMATE +

HAR AMOUNT)

0008 ANNEX AV $392,427.00 5% $19,621.35

CLI N 0009 OPTI ON 007. Price to procure and supervise installation of the ACRS Fur ni t ur e, Fi xt ur es, and Equi pment ( FF&E) Package complete in accordance with drawings (IF101, IF102, and IF103) and specifications (01 30 01.00 22 Procurement and Installation of FF&E) but excluding work described in Contract Line Item CLIN 0001, 0002, 0003, 0004, 0005, 0006, 0007, and 0008.

CLIN ITEM GOVERNMENT

FF&E

ESTIMATE

HAR (NTE 5%) HAR

AMOUNT (GOVT

FF&E

ESTIMATE x

HAR%)

TOTAL FF&E

ESTIMATED

AMOUNT FOR

CLIN 0001AB

(GOV"T FF&E

ESTIMATE +

HAR AMOUNT)

0009 ACRS FF&E $201,740.55 5% $10,087.03

1.1.2 Location

The work is located at Corpus Christi Army Depot at NAS Corpus Christi, Texas, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

The ACRS is an addition to an existing facility - Building 1700.Building 1700 will be occupied during performance of work under this Contract. The Facility is attached to the east wall of the existing PTPA facility which will remain occupied and operational during construction of the ACRS. The construction of the ANNEX does not involve an occupied building.

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

1.3 EXISTING WORK

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

SECTION 01 11 00.00 25 Page 4

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 30 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.

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

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 45 days prior to starting excavation work.

1.5 DELIVERY SCHEDULE

Notify the Contracting Officer in writing at least 90 calendar days in advance of the date on which the materials and equipment are required.

1.6 CCAD IT COORDINATION REQUIREMENTS

1.6.1 CCAD IT Contractor Access

Allow the CCAD IT Contractor access to the facilities towards the end of construction (finishes 90 percent complete, rough -in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms to make final connections. Coordinate efforts with CCAD IT Contractor to facilitate joint use of building spaces during the final phases of construction.

After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the CCAD IT Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.7 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 located within

SECTION 01 11 00.00 25 Page 5

2 miles of the construction site.

Maintain property control records for material or equipment designated as 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.

-- End of Section --

SECTION 01 11 00.00 25 Page 6

SECTION 01 14 00.00 25

WORK RESTRICTIONS

11/11

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. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Key Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Existing B1700, DCRF (Dynamic Components Rebuild Facility) and PTPA (Powertrain Transmission Subassembly Plant) 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 30 calendar days prior to the desired date of interruption.

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

d. The Contractor shall provide full and unrestricted access to the Government's designated agent(s) in the area shown on sheet C002 (issued herein) for the purpose of topographic and utility survey data collection. Access for the Government's designated agent(s) will also be provided for the purpose of geotechnical field exploration in the same general area. This access shall be provided after completion of the building foundations and installation of site utility infrastructure with direction by the Contracting Officer. The contractor will be required to provide this access within 21 days of notification by the Contracting Officer.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials most be outside of peak traffic hours (6:30 to 8:00am and 3:30 to 5:00 pm) unless otherwise approved by the Contracting Officer. 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

SECTION 01 14 00.00 25 Page 1 identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact key 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 Identification Badges and Installation Access

Obtain access to the installation by participating in the Defense Biometric Identification System (DBIDS), or by obtaining passes from the Base Pass and Identification Office. 30-day passes and DBIDS passes are both issued without charge.

a. DBIDS: DBIDS is a program in which Contractor personnel who enroll and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less. The Government performs background screening and credentialing. Throughout the year the Contractor employee must continue to meet background screening standards. Under the DBIDS program, no commercial vehicle inspection is required, although vehicles may be subject to random inspection. There is no cost to obtain DBIDS credentials.

b. Base Passes: Participation in the DBIDS is not mandatory. However, if the Contractor chooses to not participate, the Contractor's personnel will have to obtain a 30-day pass, be subject to daily mandatory vehicle inspection, and may have limited access to the installation. There is a four day lead time required to obtain a 30-day pass. Only three (3) 30-day passes may be granted in any 12-month period for any one individual. After the three (3) 30-day passes have expired, the individual will not be granted base access unless they participate in the DBIDS program.

c. ALL occupants of a vehicle must have either a base pass or a DBIDS pass. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

d. Time-Sensitive Material Deliveries: Where the driver does not have an DBIDS pass, time-sensitive material deliveries such as asphalt or concrete require pre-arrangement by NAS Security personnel to ensure expedited access at the entrance gate. Seven (7) calendar days' notice is required for time-sensitive material deliveries.

e. Large-Volume Material Deliveries: Where the volume of material is so large that it requires a dedicated access lane, seven (7) calendar days' notice is required. Example of large-volume deliveries would be concrete, asphalt, or fill material where thirty or more truck a day are expected.

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

SECTION 01 14 00.00 25 Page 2 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 must consist of an 9 hour period , between 7:30 a.m.

and 4:30 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 15calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Exclusionary Period

No work must be performed during the period 24-28 December 2020 or 31 December 2020 through 03 January 2021 and 24-28 December 2021 or 31 December 2021 through 03 January 2022, inclusive, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.

1.3.5 Occupied and Existing Buildings

The Contractor shall be working in and around an existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the ACRF during the construction period.

The Government will remove other Government property in the areas of the building scheduled to receive work.

1.3.6 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 paragraph WORK OUTSIDE REGULAR HOURS.

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

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

SECTION 01 14 00.00 25 Page 3 compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. This time limit includes time for deactivation and reactivation.

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 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERAGE.

1.4 AIR FIELD AND FLIGHT LINE ACCESS

1.4.1 Flight Line Pass

All contractor and subcontractor personnel working on airfield or flight line shall obtain flight a line pass. The flight line pass is offered at no costs to the contractor, but requires up to three days to process.

Once the individual's application is processed, he/she shall proceed to the pass and tag office to have the flight line pass issued. Flight line passes are the property of the Government and must be returned upon completion of the project. Final payment will not be made until all cards are returned.

1.4.2 Airfield Vehicle Operators License

For projects located on the flight line or airfield, contractor or subcontractor personnel operating vehicles must also obtain one of two levels of licenses: (1) the Area 1 license (controlled movement areas), or (2) the Area 2 (aprons, non-runway/taxiway area). This license is required so ensure that all drivers are familiar with the airfield, its safety rules and radio protocols when operating vehicles where aircraft are present. The license must be obtained before the flight line pass.

The license must be presented when obtaining the flight line pass in order to properly code the flight line pass to allow the driver to pass through the airfield access gate. Licenses are offered at no cost to the contractor.

1.4.2.1 Area 2 License

Area 2 includes all parking aprons, hangars, and associated facilities. To obtain an Area 2 license, vehicle operators must attend a one-hour class conducted on Tuesdays.

1.4.2.2 Area 1 License

Area 1 includes all runways, taxiways, and the perimeter road. To operate a vehicle in Area 1, the driver must attend an 8-hour class that is offered on Thursdays and continues into the next day(s). To obtain an Area 1 license, the operator must attend the class, pass a written test, and complete a day and night time practical test. An Area 1 license enables the driver the ability to drive on the entirety of the airfield, SECTION 01 14 00.00 25 Page 4 but the Area 2 license does not grant access to drive beyond the aprons.

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PART 3 EXECUTION

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SECTION 01 14 00.00 25 Page 5

SECTION 01 20 00.00 25

PRICE AND PAYMENT PROCEDURES

01/1 7

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

SECTION 01 20 00.00 25 Page 2 work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

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

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

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

a. 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 5252.232-7006 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 size of each iRAPT attachment is two

SECTION 01 20 00.00 25 Page 3 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

d. Failure to provide up to date record drawings not current as stated in

SECTION 01 20 00.00 25 Page 4

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.

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ADMINISTRATIVE REQUIREMENTS

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)

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

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 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.

SECTION 01 30 00.00 25 Page 1

1.5 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.

1.6 SUPERVISION

1.6.1 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.

1.6.2 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.

1.6.2.1 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.

1.6.3 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.

SECTION 01 30 00.00 25 Page 2

1.7 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.

1.8 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:

1.8.1 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.

1.8.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a…