(A)NSAM B. 311 2nd Floor HVAC - Specifications.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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C O M M O N W E A L T H O F

P E N N S Y L V A N I A

B311 HVAC AND ROOFING FINAL SUBMISSION

NSA MECHANICSBURG, PA MAY 2023

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

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

DI VI SI ON 01 - GENERAL REQUI REMENTS

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

01 14 00 11/11 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

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

01 31 23.13 20 05/17 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

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 QUALITY CONTROL

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

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 91 00.15 20 02/21, CHG 1: 05/21 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 08/22 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

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

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

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

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

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

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

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 53 23 05/12, CHG 2: 08/18 ETHYLENE-PROPYLENE-DIENE-MONOMER

ROOFING

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

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

PROJECT TABLE OF CONTENTS Page 1

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

DI VI SI ON 09 - FI NI SHES

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

09 51 00 08/20 ACOUSTICAL CEILINGS

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

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 90 00 02/21 PAINTS AND COATINGS

DI VI SI ON 21 - FI RE SUPPRESSI ON

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

PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 04/06, CHG 1: 05/15 MECHANICAL SOUND, VIBRATION, AND

SEISMIC CONTROL

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 01 30.41 05/22 HVAC SYSTEM CLEANING

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 05/22 COMMON PIPING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 21 13.00 20 04/06, CHG 2: 11/19 LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 52 00 04/08, CHG 5: 11/19 HEATING BOILERS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 05/21 CYBERSECURITY FOR BUILDING AUTOMATION

SYSTEMS

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

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

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

UNDER 600 VOLTS

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

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

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 02/11 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 08/17 AGGREGATE BASE COURSES

DI VI SI ON 33 - UTI LI TI ES

33 51 15 08/19 NATURAL-GAS / LIQUEFIED PETROLEUM GAS

DISTRIBUTION PIPELINES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

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 SHEET NO. PWD DWG

NO.

NAVFAC

DWG NO

DRAWING TITLE

1 G-001 17183 12886782 COVER SHEET

2 G-002 17184 12886783 INDEX OF DRAWINGS

3 GA101 17185 12886784 SITE ACCESS AND LAYOUT

PLAN

4 GA102 17186 12886785 SEQUENCING PLANS

5 C-001 17187 12886786 CIVIL NOTES

6 C-101 17188 12886787 SITE PLAN

7 C-501 17189 12886788 CIVIL DETAILS

8 S-001 17190 12886789 STRUCTURAL GENERAL NOTES

AND ABBREVIATIONS

9 S-101 17191 12886790 ROOF FRAMING PLANS

10 S-102 17192 12886791 EQUIPMENT SUPPORT

FRAMING PLANS

11 S-501 17193 12886792 STRUCTURAL DETAILS

12 S-502 17194 12886793 STRUCTURAL DETAILS

13 A-001 17195 12886794 ARCHITECTURAL GENERAL

NOTES, LEGEND AND

ABBREVIATIONS

14 AD101 17196 12886795 FIRST FLOOR DEMOLITION

REFLECTED CEILING PLAN

15 AD111 17197 12886796 SECOND FLOOR DEMOLITION

REFLECTED CEILING PLAN

16 AD112 17198 12886797 SECOND FLOOR DEMOLITION

REFLECTED CEILING PLAN

17 AD113 17199 12886798 SECOND FLOOR DEMOLITION

REFLECTED CEILING PLAN

DOCUMENT 00 01 15 Page 1

18 AD114 17200 12886799 SECOND FLOOR DEMOLITION

REFLECTED CEILING PLAN

19 AD121 17201 12886800 ROOF DEMOLITION PLAN

20 AD122 17202 12886801 ROOF DEMOLITION PLAN

21 AD123 17203 12886802 ROOF DEMOLITION PLAN

22 AD124 17204 12886803 ROOF DEMOLITION PLAN

23 AD125 17205 12886804 ROOF DEMOLITION PLAN

24 AD401 17206 12886805 ENLARGED DEMOLITION PLANS

25 A-101 17207 12886806 FIRST FLOOR REFLECTED

CEILING PLAN

26 A-111 17208 12886807 SECOND FLOOR REFLECTED

CEILING PLAN

27 A-112 17209 12886808 SECOND FLOOR REFLECTED

CEILING PLAN

28 A-113 17210 12886809 SECOND FLOOR REFLECTED

CEILING PLAN

29 A-114 17211 12886810 SECOND FLOOR REFLECTED

CEILING PLAN

30 A-121 17212 12886811 ROOF PLAN

31 A-122 17213 12886812 ROOF PLAN

32 A-123 17214 12886813 ROOF PLAN

33 A-124 17215 12886814 ROOF PLAN

34 A-125 17216 12886815 ROOF PLAN

35 A-401 17217 12886816 ENLARGED PLANS

36 A-501 17218 12886817 TYPICAL DETAILS

37 M-001 17219 12886818 MECHANICAL GENERAL

NOTES, LEGEND AND

ABBREVIATIONS

38 MD101 17220 12886819 FIRST FLOOR MECHANICAL

DEMOLITION PLAN

39 MD102 17221 12886820 FIRST FLOOR MECHANICAL

DEMOLITION PLAN

40 MD103 17222 12886821 FIRST FLOOR MECHANICAL

DEMOLITION PLAN

41 MD104 17223 12886822 FIRST FLOOR MECHANICAL

DEMOLITION PLAN

42 MD105 17224 12886823 FIRST FLOOR MECHANICAL

DEMOLITION PLAN

43 MD111 17225 12886824 SECOND FLOOR MECHANICAL

DEMOLITION PLAN

44 MD112 17226 12886825 SECOND FLOOR MECHANICAL

DEMOLITION PLAN

DOCUMENT 00 01 15 Page 2

45 MD113 17227 12886826 SECOND FLOOR MECHANICAL

DEMOLITION PLAN

46 MD114 17228 12886827 SECOND FLOOR MECHANICAL

DEMOLITION PLAN

47 MD121 17229 12886828 ROOF MECHANICAL

DEMOLITION PLAN

48 MD122 17230 12886829 ROOF MECHANICAL

DEMOLITION PLAN

49 MD123 17231 12886830 ROOF MECHANICAL

DEMOLITION PLAN

50 MD124 17232 12886831 ROOF MECHANICAL

DEMOLITION PLAN

51 M-102 17233 12886832 FIRST FLOOR MECHANICAL

PLAN

52 M-104 17234 12886833 FIRST FLOOR MECHANICAL

PLAN

53 M-105 17235 12886834 FIRST FLOOR MECHANICAL

PLAN

54 M-111 17236 12886835 SECOND FLOOR MECHANICAL

PLAN

55 M-112 17237 12886836 SECOND FLOOR MECHANICAL

PLAN

56 M-113 17238 12886837 SECOND FLOOR MECHANICAL

PLAN

57 M-114 17239 12886838 SECOND FLOOR MECHANICAL

PLAN

58 M-121 17240 12886839 ROOF MECHANICAL PLAN

59 M-122 17241 12886840 ROOF MECHANICAL PLAN

60 M-123 17242 12886841 ROOF MECHANICAL PLAN

61 M-124 17243 12886842 ROOF MECHANICAL PLAN

62 M-125 17244 12886843 ROOF MECHANICAL PLAN

63 M-401 17245 12886844 BOILER ROOM BUILDING

311C PART PLAN

64 M-501 17246 12886845 MECHANICAL DETAILS

65 M-502 17247 12886846 MECHANICAL DETAILS

66 M-503 17248 12886847 MECHANICAL DETAILS

67 M-504 17249 12886848 MECHANICAL DETAILS

68 M-601 17250 12886849 MECHANICAL SCHEDULES

69 M-602 17251 12886850 MECHANICAL SCHEDULES

70 M-603 17252 12886851 MECHANICAL SCHEDULES

71 M-604 17253 12886852 MECHANICAL SCHEDULES

DOCUMENT 00 01 15 Page 3

72 M-701 17254 12886853 MECHANICAL SCHEMATICS,

POINTS LIST, AND

SEQUENCE OF OPERATIONS

73 M-702 17255 12886854 MECHANICAL SCHEMATICS,

POINTS LIST, AND

SEQUENCE OF OPERATIONS

74 M-703 17256 12886855 MECHANICAL SCHEMATICS,

POINTS LIST, AND

SEQUENCE OF OPERATIONS

75 M-704 17257 12886856 MECHANICAL SCHEMATICS,

POINTS LIST, AND

SEQUENCE OF OPERATIONS

76 M-705 17258 12886857 MECHANICAL SCHEMATICS,

POINTS LIST, AND

SEQUENCE OF OPERATIONS

77 M-706 17259 12886858 MECHANICAL SCHEMATICS,

POINTS LIST, AND

SEQUENCE OF OPERATIONS

78 E-001 17260 12886859 ELECTRICAL LEGEND

ABBREVIATIONS AND

GENERAL NOTES

79 ED101 17261 12886860 FIRST FLOOR ELECTRICAL

DEMOLITION PLAN

80 ED102 17262 12886861 FIRST FLOOR ELECTRICAL

DEMOLITION PLAN

81 ED103 17263 12886862 FIRST FLOOR ELECTRICAL

DEMOLITION PLAN

82 ED111 17264 12886863 SECOND FLOOR ELECTRICAL

DEMOLITION PLAN

83 ED112 17265 12886864 SECOND FLOOR ELECTRICAL

DEMOLITION PLAN

84 ED113 17266 12886865 SECOND FLOOR ELECTRICAL

DEMOLITION PLAN

85 ED114 17267 12886866 SECOND FLOOR ELECTRICAL

DEMOLITION PLAN

86 ED122 17268 12886867 ELECTRICAL DEMOLITION

ROOF PLAN

87 ED123 17269 12886868 ELECTRICAL DEMOLITION

ROOF PLAN

88 E-102 17270 12886869 FIRST FLOOR ELECTRICAL

PLAN

89 E-105 17271 12886870 FIRST FLOOR ELECTRICAL

PLAN

90 E-111 17272 12886871 SECOND FLOOR ELECTRICAL

PLAN

91 E-112 17273 12886872 SECOND FLOOR ELECTRICAL

PLAN

92 E-113 17274 12886873 SECOND FLOOR ELECTRICAL

PLAN

93 E-114 17275 12886874 SECOND FLOOR ELECTRICAL

PLAN

94 E-121 17276 12886875 ROOF ELECTRICAL PLAN

95 E-122 17277 12886876 ROOF ELECTRICAL PLAN

96 E-124 17278 12886877 ROOF ELECTRICAL PLAN

97 E-501 17279 12886878 ELECTRICAL SWITCHBOARD

DETAIL

-- 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

Phasing Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes removal of the existing heating, ventilation and air conditioning (HVAC) units, and installation of new HVAC units serving the 2nd floor and 1st floor Command Suite as indicated on the contract documents. The work includes removal of outdoor units, indoor units, branch circuit boxes, refrigerant piping, variable refrigerant flow (VRF) control systems, wall thermostats, supports and accessories on both the first floor Command Suite area and second floors. Additionally the work includes removal of energy recovery ventilation (ERV) systems, including ground and roof mounted units, ducts above the roof, supports, duct insulation, diffusers, grilles and controls.

The project includes installation of new HVAC systems including variable air volume (VAV) air handling system and associated components and infrastructure and installation of new boilers to serve hot water needs for the new system. The work includes the installation of new rooftop units and roof mounted ductwork and supports. The incidental work includes removal and installation of new electrical and fire alarm systems and modification of finishes and ceilings to support the HVAC system modifications.

The building will be occupied during the duration of construction and the Contractor will be required to adhere to the phasing requirements of the contract.

1.2.2 Location

The work is located at the Naval Support Activity, Mechanicsburg, Pennsylvania, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building 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, SECTION 01 11 00 Page 1 and use of approaches, corridors, and stairways.

1.3.1 Project Phasing Requirements

The Phasing requirements specified are an integral part of maintaining the required operational needs of the building.

The project must be phased to maintain operations throughout the project duration. The work shall be sequenced and scheduled to minimize the impacts to operations and system outages. Temporary systems shall be provided as required to maintain heating, cooling, electrical, and potable water systems for each building.

A phasing plan is included in the drawings to identify one sequence of events and relocations to support the project construction and maintain existing operations. The Contractor shall submit a phasing plan indicating the proposed approach including sequences within each phase to complete the project requirements.

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.

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

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.

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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. The building 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 or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

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. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 Installation Access

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

For specific Naval Support Activity Mechanicsburg access requirements, reference NSAMECHINST 5530.1C dated June 11, 2019. Vetting requests are to

SECTION 01 14 00 Page 1 be submitted no less than 14 business days in advance of the intended date of arrival.

1.3.1.2.1 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.

1.3.1.2.2 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.

1.3.1.3 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 a period established by the Contracting Officer, between 6:30 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

Commercial vehicles larger than a pickup truck, or vehicles with a trailer, will not be permitted access to the installation until after 9:00 a.m., Monday through Friday.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During

SECTION 01 14 00 Page 2 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 or as based on Government escort availability.

Verify prior to finalizing the project schedule.

1.3.4 Occupied Buildings

The Contractor shall be working in and around 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 project vicinity during the construction period.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in 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 gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4hours. 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.

f. All utility cutovers and interruptions, performed after or during normal working hours, require an application submitted 15 calendar days prior to such work.

SECTION 01 14 00 Page 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

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 notice of 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

SECTION 01 20 00 Page 1 theoretical line 5 foot from the face of exterior walls and includes 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

SECTION 01 20 00 Page 2 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, 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. 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

SECTION 01 20 00 Page 3 attachments. If a document cannot be attached in WAWF 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 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.

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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.

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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 MINIMUM INSURANCE REQUIREMENTS

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

1.3 SUPERVISION

1.3.1 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.

1.3.2 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.

1.3.3 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.

SECTION 01 30 00 Page 1

1.3.4 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.

1.4 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 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.

1.4.1 Attendees

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

1.5 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 NRZ Meetings beginning at approximately 75 percent of project completion.

Include the following in the facility Turnover effort:

1.5.1 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.

1.5.2 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.

SECTION 01 30 00 Page 2

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 discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.6 MOBILIZATION

Contractor shall mobilize to the jobsite within 60 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

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SECTION 01 31 23.13 20

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

05/17

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable, non-functional or specifically requested in addition to electronic submission. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.

1.2 USER PRIVILEGES

The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.

1.3 SUBMITTALS

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

SD-01 Preconstruction Submittals

List of Contractor's Personnel; G

1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY

1.4.1 General

The eCMS requires a web-browser (platform-neutral) and Internet connection. Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS. Provide and maintain computer hardware and software for the eCMS access throughout the duration of the contract for all Contractor-designated users. Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. Neither upgrading of the Contractor's computer system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.

1.4.2 Contractor Personnel List

Within 20 calendar days of contract award, provide to the Contracting

SECTION 01 31 23.13 20 Page 1

Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Project Manager, Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project. The Contracting Officer reserves the right to perform a security check on all potential users. Provide the following information:

First Name Last Name E-mail Address Office Address Project Role (e.g. Project Manager, QC Manager, Superintendent)

1.5 SECURITY CLASSIFICATION

In accordance with Department of Navy guidance, all military construction contract data are unclassified, unless specified otherwise by a properly designated Original Classification Authority (OCA) and in accordance with an established Security Classification Guide (SCG). Refer to the project's OCA when questions arise about the proper classification of information.

The eCMS and tablet computer must only be used for the transaction of unclassified information associated with construction projects. In conformance with the Freedom of Information Act (FOIA), Department of Defense Manual 5200.01-V4: DoD Information Security Program: Controlled Unclassified Information (CUI), and DoD requirements, any unclassified project documentation uploaded into the eCMS must be designated either "U

- UNCLASSIFIED" (U) or "FOUO - UNCLASSIFIED-FOR OFFICIAL USE ONLY" (FOUO).

1.6 ECMS UTILIZATION

Establish, maintain, and update data and documentation in the eCMS throughout the duration of the contract.

Personally Identifiable Information (PII) transmittal is not permitted in the eCMS.

1.6.1 Information Security Classification/Identification

The eCMS must be used for the transmittal of the following documents.

This requirement supersedes conflicting requirements in other sections, however, submittal review times in Section 01 33 00 SUBMITTAL PROCEDURES remain applicable. Table 1 - Project Documentation Types provides the appropriate U and FOUO designations for various types of project documents. Construction documents requiring FOUO status must be marked accordingly. Apply the appropriate markings before any document is uploaded into eCMS. Markings are not required on U documents.

Table 1 also identifies which eCMS application is to be used in the transmittal of data (these are subject to change based on the latest software configuration). If a designated application is not functional within 4 hours of initial attempt, defer to the Submittal application and submit the required data as an uploaded portable document (e.g. PDF), word processor, spreadsheet, drawing, or other appropriate format. Hard copy or e-mail submission of these items is acceptable only if eCMS is

SECTION 01 31 23.13 20 Page 2 documented to be not available or not functional. After uploading documents to the Submittal application, transmit the submittals and attachments to the COR via the Transmittal application. For Submittals, select the following:

Preparation by = Contractor personnel assigned to prepare the submittal Approval by = Contracting Officer Representative (COR) Returned by = Design Lead/Manager Forwarded to = Contractor project manager

Table 1 - Project Documentation Types

SUBJECT/NAME CLASS REMARKS ECMS APPLI CATI ON

As-Built Drawings U Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

Submittals and Transmittals

Building Information Modeling (BIM)

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Submittals and Transmittals

Construction Permits U Refer to rules of the issuing activity, state or jurisdiction

Submittals and Transmittals

Construction Schedules (Activities and Milestones)

U After the schedule submittal is approved by the COR, import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline

Submittals, Transmittals and Scheduling App

Construction Schedules (Cost-Loaded)

FOUO After the schedule submittal is approved by the COR, import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline

Submittals, Transmittals and Scheduling App

Construction Schedules (3-Week Lookahead)

U Import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline

Scheduling App

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SUBJECT/NAME CLASS REMARKS ECMS APPLI CATI ON

DD 1354 Transfer of Real Property

U Submittals and Transmittals

Daily Production Reports

FOUO Provide weather conditions, crew size, man-hours, equipment, and materials information

Daily Report

Daily Quality Control (QC) Reports

FOUO Provide QC Phase, Definable Features of Work Identify visitors

Daily Report

Designs and Specifications

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Submittals and Transmittals

Environmental Notice of Violation (NOV), Corrective Action Plan

U Refer to rules of the issuing activity, state or jurisdiction

Submittals and Transmittals

Environmental Protection Plan (EPP)

FOUO Submittals and Transmittals

Invoice (Supporting Documentation)

FOUO Applies to supporting documentation only. Invoices are submitted in Wide-Area Workflow (WAWF)

Submittals and Transmittals

Jobsite Documentation, Bulletin Board, Labor Laws, SDS

U Submittals and Transmittals

Meeting Minutes FOUO Meeting Minutes

Operations & Maintenance Support Information (OMSI/eOMSI), Facility Data Worksheet

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Submittals and Transmittals

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SUBJECT/NAME CLASS REMARKS ECMS APPLI CATI ON

Photographs U Subject to base/installation restrictions