Attachment A1 - P101_1785609_Specifications.pdf

eProjects WO#: 1785609 Customer Project#: P101

SPECIFICATIONS

SEPTEMBER 2023

MCRC G/ATOR

At

Dam Neck Virginia Beach, Virginia

SUBMITTED BY:

NAVFAC Mid-Atlantic 9742 Virginia Avenue Norfolk, VA 23511

Construction Contract Number:

PREPARED BY:

Project Manager: Julie Hicks, PE NAVFAC MIDLANT Design Manager: Ryan Coolbaugh, RA NAVFAC MIDLANT Environmental: Angela Jones NAVFAC MIDLANT Civil: Amy Ballard, PE NAVFAC MIDLANT AT/FP: Kim Davis, PE NAVFAC MIDLANT Structural: Christopher W Jobe, PE, NAVFAC MIDLANT Architectural: James Lytle, Architect, NAVFAC MIDLANT Fire Protection Mark Bowen, PE NAVFAC MIDLANT Interior: Jennider D Wainwright, CID NAVFAC MIDLANT Plumbing: Duncan S McClellan, Mechanical Engineer, NAVFAC MIDLANT Mechanical: Duncan S McClellan, Mechanical Engineer, NAVFAC MIDLANT Electrical: Faraz Jafri, Electrical Engineer, NAVFAC MIDLANT Telecommunications: Faraz Jafri, Electrical Engineer, NAVFAC MIDLANT

APPROVED BY:

https://iefacman.navfac.navy.mil/appspaq/components/dynamic/detailreportgenerator.jsp?entity_id=2810&process=DETAILREPORT&primarykey=1632154

P101 MCRC G/ATOR at DAM NECK 1785609

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17, CHG 8: 02/23 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 05/23 FACILITY DATA WORKBOOK (FDW)

01 91 00.15 05/23 BUILDING COMMISSIONING

01 91 00.15 22 04/23 TOTAL BUILDING COMMISSIONING

01 91 19 05/23 BUILDING ENCLOSURE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 45 00 05/16, CHG 2: 11/21 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

06 73 01 05/18 FIBERGLASS REINFORCED PLASTIC (FRP)

PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 08/11, CHG 1: 05/17 BITUMINOUS DAMPPROOFING

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17, CHG 2: 08/20 SELF-ADHERING AIR BARRIERS

07 27 26 05/17, CHG 2: 08/20 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10, CHG 3: 08/18 RESILIENT WALL BASE

09 90 00 02/21 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 22 13 08/16, CHG 1: 08/18 WIRE MESH PARTITIONS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 00 01.00 20 02/23 FURNITURE, FIXTURES AND EQUIPMENT

(FF&E) PACKAGE

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

PROJECT TABLE OF CONTENTS Page 2

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

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

23 03 00.00 20 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93.00 22 09/19 TESTING, ADJUSTING, AND BALANCING FOR

MECHANICAL SYSTEMS

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00.00 22 08/20, CHG 1: 03/22 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13.00 22 08/20, CHG 1: 03/22 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 22 08/20, CHG 1: 03/22 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 81 00 05/18 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 00.00 20 02/16 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 20 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS, LIGHTING CONTROLS

25 05 11.02 20 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS, ELECTRONIC SECURITY

SYSTEMS

25 05 11.03 20 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS, HVAC CONTROLS

DIVISION 26 - ELECTRICAL

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/17 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00 05/21, CHG 1: 05/22 SF6/HIGH-FIREPOINT FLUIDS INSULATED

PAD-MOUNTED SWITCHGEAR

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 29.00 10 08/11 PROTECTIVE DISTRIBUTION SYSTEM (PDS)

FOR SIPRNET COMMUNICATION SYSTEMS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 05/16 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

PROJECT TABLE OF CONTENTS Page 3

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 05/22 AGGREGATE BASE COURSE

32 12 16.16 11/20 HOT-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 92 19 08/17, CHG 1: 08/21 SEEDING

DIVISION 33 - UTILITIES

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11, CHG 1: 08/14

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. NAVFAC DWG. NO. SHEET TITLE

GENERAL

1 GI001 12847499 COVER SHEET

2 GI002 12847500 DRAWING SHEET INDEX

3 GI003 12847501 GENERAL NOTES, SYMBOLS, LEGENDS AND ABBREVIATIONS

4 G-001 12847502 CODE ANALYSIS

5 G-002 12847503 FIRST FLOOR PLAN - LIFE SAFETY

6 G-003 12847504 BUILDING CODE SITE PLAN

HAZMAT

7 HM101 12847505 HAZARDOUS MATERIALS PLAN

SURVEY

8 V-001 12847506 TOPOGRAPHIC SURVEY LEGEND AND NOTES

9 V-002 12847507 EXISTING UTILITY SCHEDULES & SITE NOTES

10 V-101 12847508 TOPOGRAPHIC SURVEY

GEOTECH

11 B-101 12847509 SUBSURFACE EXPLORATION RECORDS

12 B-102 12847510 SUBSURFACE EXPLORATION RECORDS

13 B-103 12847511 SUBSURFACE EXPLORATION RECORDS

14 B-104 12847512 SUBSURFACE EXPLORATION RECORDS

CIVIL

15 C-001 12847513 CIVIL LEGEND, NOTES, AND ABBREVIATIONS

16 CD101 12847514 DEMOLITION, EROSION AND SEDIMENT CONTROL PLAN

17 CE501 12847515 EROSION AND SEDIMENT CONTROL NOTES

18 CE502 12847516 EROSION AND SEDIMENT CONTROL DETAILS

19 CE503 12847517 EROSION AND SEDIMENT CONTROL DETAILS

20 CS101 12847518 SITE PLAN

21 CS500 12847519 SITE DETAILS

22 CS501 12847520 SITE DETAILS

23 CG101 12847521 GRADING PLAN

24 CU101 12847522 UTILITY PLAN

25 CU201 12847523 SANITARY SEWER PROFILE

26 CU501 12847524 UTILITY DETAILS

STRUCTURAL

27 S-001 12847525 GENERAL NOTES

28 S-002 12847526 STRUCTURAL SYMBOLS, LEGENDS, ABBREVAITIONS AND NOTES

DOCUMENT 00 01 15 Page 1

29 SB101 12847527 FOUNDATION AND FIRST FLOOR SLAB PLAN

30 SB301 12847528 FOUNDATION SECTIONS

31 SB501 12847529 TYPICAL FOUNDATION DETAILS

32 SB502 12847530 SLAB-ON-GRADE DETAILS

33 SB503 12847531 SLAB-ON-GRADE DETAILS

34 SB504 12847532 MASONRY DETAILS

35 SF101 12847533 FRAMING PLAN - LOW ROOF

36 SF102 12847534 FRAMING PLAN - HIGH ROOF

37 SF201 12847535 FRAMING ELEVATION - GRID LINE 1

38 SF202 12847536 FRAMING ELEVATION - GRID LINE 3

39 SF203 12847537 FRAMING ELEVATION - GRID LINE A

40 SF204 12847538 FRAMING ELEVATION - GRID LINE B

41 SF205 12847539 FRAMING ELEVATION - GRID LINE F

42 SF301 12847540 FRAMING SECTIONS

43 SF302 12847541 FRAMING SECTIONS

44 SF401 12847542 ENLARGED FRAMING SECTIONS AND DETAILS

45 SF402 12847543 ENLARGED FRAMING DETAILS

46 SF403 12847544 ENLARGED FRAMING DETAILS

47 SF404 12847545 ENLARGED FRAMING DETAILS

48 SF501 12847546 FRAMING DETAILS

ARCHITECTURE

49 AE001 12847547 SYMBOLS, LEGENDS, ABBREVIATIONS AND NOTES

50 AE002 12847548 AIR BARRIER PLANS

51 AE003 12847549 AIR BARRIER DIAGRAM AND DETAILS

52 AE101 12847550 FLOOR PLAN - ARCHITECTURAL

53 AE105 12847551 REFLECTED CEILING PLAN

54 AE109 12847552 ROOF PLAN

55 AE201 12847553 NORTH AND SOUTH EXTERIOR ELEVATIONS

56 AE202 12847554 EAST AND WEST EXTERIOR ELEVATIONS

57 AE203 12847555 INTERIOR ELEVATIONS AND DETAILS

58 AE204 12847556 INTERIOR ELEVATIONS AND DETAILS

59 AE301 12847557 BUILDING SECTIONS

60 AE303 12847558 WALL SECTIONS

61 AE304 12847559 WALL SECTIONS

62 AE501 12847560 EXTERIOR DETAILS

63 AE502 12847561 EXTERIOR DETAILS

64 AE510 12847562 INTERIOR PARTITION TYPES AND DETAILS

65 AE530 12847563 ROOF DETAILS

66 AE601 12847564 DOOR SCHEDULE AND DETAILS

67 AE603 12847565 WINDOW SCHEDULE AND DETAILS

y

INTERIORS

68 AG101 12847566 FIRST FLOOR SIGNAGE PLAN

69 AG501 12847567 TYPICAL SIGNAGE DETAILS

70 IF101 12847568 FIRST FLOOR FURNITURE PLAN

71 IN101 12847569 FIRST FLOOR FINISH PLAN

72 IN601 12847570 FIRST FLOOR INTERIOR FINISH SCHEDULE

FIRE PROTECTION

73 FA001 12847571 FIRE ALARM SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES

74 FA101 12847572 FIRST FLOOR PLAN - FIRE ALARM

75 FA401 12847573 FIRE ALARM MATRIX AND RISER DIAGRAM

76 FX001 12847574 FIRE SUPPRESSION SYMBOLS, LEGEND, ABBREVIATIONS

77 FX101 12847575 FIRST FLOOR PLAN - FIRE SUPPRESSION

78 FX401 12847576 ENLARGED FLOOR PLAN - FIRE SUPPRESSION

PLUMBING

79 P-001 12847577 PLUMBING LEGEND, ABREVIATIONS AND NOTES

DOCUMENT 00 01 15 Page 2

80 PW101 12847578 FIRST FLOOR PLAN - DOMESTIC WATER

81 P-401 12847579 ENLARGED FLOOR PLAN

82 P-402 12847580 ENLARGED FLOOR PLAN

83 P-501 12847581 PLUMBING DETAILS

84 P-601 12847582 PLUMBING SCHEDULES

85 P-701 12847583 PLUMBING DIAGRAMS

MECHANICAL

86 M-001 12847584 MECHANICAL LEGEND, ABREVIATIONS AND NOTES

87 MH101 12847585 FIRST FLOOR PLAN - HVAC DUCTWORK

88 M-401 12847586 ENLARGED FLOOR PLAN

89 M-501 12847587 MECHANICAL DETAILS

90 M-502 12847588 MECHANICAL DETAILS

91 M-503 12847589 MECHANICAL DETAILS

92 M-601 12847590 MECHANICAL SCHEDULES

93 M-801 12847591 MECHANICAL CONTROLS

94 M-802 12847592 MECHANICAL CONTROLS

ELECTRICAL

95 E-001 12847593 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

96 ED101 12847594 ELECTRICAL SITE DEMOLITION PLAN

97 ES101 12847595 ELECTRICAL SITE PLAN

98 ES501 12847596 ELECTRICAL SITE DETAILS

99 EL101 12847597 FIRST FLOOR PLAN - LIGHTING

100 EL501 12847598 LIGHTING DIAGRAMS AND DETAILS

101 EL601 12847599 LUMINAIRE SCHEDULE

102 EP101 12847600 FIRST FLOOR PLAN - POWER

103 EP401 12847601 ENLARGED BUILDING PLANS - POWER

104 EP501 12847602 ELECTRICAL DETAILS - 1

105 EP502 12847603 ELECTRICAL DETAILS - 2

106 EP503 12847604 ELECTRICAL DETAILS - 3

107 EP601 12847605 POWER RISER DIAGRAM

108 EP701 12847606 PANELBOARD SCHEDULES

109 EP702 12847607 PANELBOARD SCHEDULES CONTINUED

110 EP703 12847608 MECHCANICAL EQUIPTMENT SCHEDULE

111 EG101 12847609 BUILDING LIGHTNING PROTECTION

112 EG501 12847610 ELECTRICAL LIGHTNING PROTECTION DETAILS

TELECOMMUNICATION

113 T-001 12847611 TELECOMMUNICATIONS SYMBOLS, LEGEND, ABBREVIATIONS

114 TT101 12847612 FIRST FLOOR PLAN - TELECOMMUNICATIONS

115 TT401 12847613 ENLARGED PLANS

116 TT501 12847614 TELECOMMUNICATION DETAILS

117 TT601 12847615 TELECOMMUNICATIONS RISER DIAGRAMS

118 TT602 12847616 TELECOMMUNICATION CONDUIT FILL AND PULLBOX

119 TY101 12847617 FIRST FLOOR PLAN - SECURITY

120 TY501 12847618 SECURITY DETAILS

121 TY601 12847619 SECURITY RISER DIAGRAMS

1.3 SUPPLEMENTARY DATA

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

1.3.1 Subsurface Data

DOCUMENT 00 01 15 Page 3

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders. The soils report is included as part of the solicitation.

-- End of Document --

DOCUMENT 00 01 15 Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the following and incidental related work. The scope of work includes a steel framed structure with reinforced concrete floors.

Building to include grounding system, interior sound insulated walls, hollow metal doors with hardware, coiling overhead bay doors, and insulated metal roofing system. Provide bays for special ground mobile radar systems and provide bays with special electrical and communication utilities needed for radar equipment. Provide a supply and storage area, secure room, fire alarm and protection system, heating, ventilation, and air conditioning systems, electrical systems, and communication and electronic security systems.

This work includes site demolition, improvements, modification, utility installation, and remediations needed to provide a complete facility as designed in accordance with the contract documents.

1.2.2 Location

The work is located at the MACS 24 site at the Dam Neck Annex of NAS Oceana, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Adjacent building(s) will be occupied during performance of work under this Contract.

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

1.4 EXISTING WORK

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

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

SECTION 01 11 00 Page 1

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

1.5 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of seven 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.

1.5.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification 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 Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

b. The Marine Reserve Training Unit 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.

d. 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.

e. 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.

The following conditions apply:

(1) Construction work will need to be halted for MACS 24 annual unit training. This training occurs twice a year with a one week duration each time. During this time the full site will need to be used by MACS 24 personnel resulting in limited space for contractor access and operations. Construction areas will need to be secured prior to these training events. Specific dates will be provided by the Contracting Officer once the events are scheduled.

(2) Weekend work will be allowed as defined by the project specifications, but will need to be coordinated with Contracting Officer as to not interfer with occasional Reserve Unit training weekends.

SECTION 01 14 00 Page 1

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 appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

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/Operations-and-Management/Base-Support/DBIDS/.

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/Operations-and-Management/Base-Support/DBIDS/.

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/Operations-and-Management/Base-Support/DBIDS/.

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

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

SECTION 01 14 00 Page 2

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.

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 9 hour period established by the Contracting Officer, between 7 a.m. and 4:00 p.m., Monday through Friday and 7 a.m. to 3:30 p.m. on Saturday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 30 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the

SECTION 01 14 00 Page 3

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 may be performed during the period of annual training excercises, inclusive, without prior written approval of the Contracting Officer. This period has been considered in computing the time allowed for the performance of this contract.

1.3.5 Occupied Buildings

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

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 in 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, compressed air, and Communications are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

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 SECURITY REQUIREMENTS

1.4.1 Naval Air Station, Oceana, Virginia Beach, VA

Contractor personnel are required to obtain personnel identification badges. In accordance with Section 01 30 00 ADMINISTRATIVE REQUIREMENTS, paragraph "Subcontractors and Personnel," the Contractor must submit, in triplicate, a list of his subcontractors and the work each is to perform.

On this listing must appear the names of the key personnel of the Contractor and subcontractors. A copy of the list of key personnel will be forwarded to the Naval Air Station, Oceana, Security Department by the Contracting Officer. The key personnel are responsible for identifying other Contractor and subcontractor personnel for the purpose of obtaining

SECTION 01 14 00 Page 4 identification badges. Contractors working in restricted work areas are also required to obtain special identification badges for personnel requiring access to the restricted work areas. Immediately after award, the Contractor must submit a letter to the Contracting Officer with the following information for each employee: Company name, employee's name, Social Security number, height, and weight. Also, indicate the names of persons authorized to vouch for additional employees requiring badges.

1.4.2 Fleet Trng Cntr Atlantic (FTCLANT), Dam Neck, Virginia Beach, VA

a. Required Company Information. Furnish the FTCLANT Base Security Officer (Code 14) with the following information on company letterhead:

(1) Contract number and duration of contract.

(2) List of make, model, and license number of company vehicles requiring decals.

(3) Copy of insurance policy covering company vehicles, indicating the Virginia State minimum insurance requirements have been met.

(4) List of employees who will require ID cards with normal work hours.

(5) Name and sample signature of the representative responsible for obtaining and returning ID cards.

The preceding information must be received by the Commanding Officer, Fleet Training Center Atlantic, Dam Neck, Virginia Beach, VA 23461-5000, Attn: Base Security Officer (Code N31, Bldg. 543); or brought to the Base Security Office located in Building 448, prior to the first day of work.

b. Required Information on Privately Owned Vehicles. Advise company employees who desire to use their privately owned vehicles to personally bring the vehicle, vehicle registration, copy of vehicle insurance policy, valid State inspection documentation, and driver's license to the pass and decal office located at the main gate.

c. Current Information. Contractors are responsible for keeping the vehicle and employee lists current, and for securing and returning identification cards belonging to terminated employees to the command security manager's office.

d. Valid ID Cards. Contractor ID cards must be valid for each entry aboard FTCLANT from 6 a.m. to 6 p.m., Monday through Friday only, unless prior arrangements have been made with the Resident Officer in Charge of Construction, Naval Air Station Oceana, and the Base Police Officer, FTCLANT, has been notified.

e. Providing Information to Subcontractors. Prime Contractors are responsible for ensuring that subcontractors receive security information. Failure to comply with specified requirements shall result in prime Contractors and subcontractors being denied access to construction sites.

SECTION 01 14 00 Page 5

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 6

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 3: 02/23

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 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. 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). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of Contract Award, prepare and deliver to the Contracting Officer a 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. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment 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.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line. Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes

SECTION 01 20 00 Page 1 attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

1.3.3 Schedule Requirements for HVAC TAB

The field work requirements in Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. The value for each pay item listed below will be established on a case by case basis for each Contract. The line items are 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. Submit the resulting findings to the Government to allow correction of the design. The progress payment will not be issued until the report is reviewed and approved.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report must 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 must be collected for one seasonal condition (either summer or winter depending on project timing).

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

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

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

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. Compile this data into a report and submit 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.

SECTION 01 20 00 Page 2

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, base equipment use rates 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. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

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

b. The Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

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

SECTION 01 20 00 Page 3

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

1.5.3 Final Invoice

a. A final invoice must 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 must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

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

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

1.6 PAYMENTS TO THE CONTRACTOR

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

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

32.103 Progress Payments Under Construction Contracts:

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 maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

SECTION 01 20 00 Page 4

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 must 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 must 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 must 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 must 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

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PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 2: 05/22

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 -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

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 different viewpoints selected by the Contractor unless otherwise directed 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. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, SECTION 01 30 00 Page 1 during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with 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.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 20 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2 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.

1.6.3 Duties

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

1.6.4 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 ensure 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.

1.7 PRECONSTRUCTION MEETING

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting. The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual

SECTION 01 30 00 Page 2 understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NAVFAC Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone 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 establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone 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. During the Red Zone Meetings…