Attachment 2 - DKGV 1137999 NRC B3370 Final Specifications.pdf

100% DESIGN SPECIFICATIONS

REPAIR NAVAL RESERVE BLDG. 3370

JOINT BASE CHARLESTON - WEAPONS STATION

CHARLESTON, SC

CONTRACT NO.: FA441822D0006

TASK ORDER NO.: FA441824F0153

PROJECT NO.: DKGV 1137999

Prepared for:

by:

6302 Fairview Road, Suite 600

Charlotte, NC 28210 Phone (704) 358-8240

October 2025

THIS PAGE INTENTIONALLY LEFT BLANK

Architectural and Engineering Stamps and Seals

Date: October 6, 2025

Project Name: DKGV 1137999 Naval Reserve Center B3370

Client: Joint Base Charleston

Contract Number: FA441822D0006

Task Order Number: FA441824F0153

Corporate

Plumbing Cyber

Civil Mechanical

Architectural Electrical

10/06/2025

Repair Naval Reserve Bldg. 3370 JB CHS, South Carolina

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/24 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 JB CHS 12/21 SUMMARY OF WORK

01 14 00 JB CHS 12/21 WORK RESTRICTIONS

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

01 30 00 JB CHS 12/21 ADMINISTRATIVE REQUIREMENTS

01 32 00 JB CHS 12/21 PROJECT SCHEDULE

01 33 00 JB CHS 12/21 SUBMITTAL PROCEDURES

01 35 26 JB CHS 12/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 JB CHS 12/21 QUALITY CONTROL

01 50 00 JB CHS 12/19 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 JB CHS 05/23 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 JB CHS 10/24 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 JB CHS 12/21 CLOSEOUT REQUIREMENTS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 91 00.15 05/23, CHG 2: 11/23 BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

DIVISION 03 - CONCRETE

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

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 08/23 ROOF AND DECK INSULATION

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

07 92 00 08/23 JOINT SEALANTS

DIVISION 09 - FINISHES

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

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

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 22 - PLUMBING

22 00 00 05/24 PLUMBING, GENERAL PURPOSE

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

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING 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 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

PROJECT TABLE OF CONTENTS Page 1

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

23 81 00 05/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 08/24 CYBERSECURITY FOR HVAC/DDC

FACILITY-RELATED CONTROL SYSTEM

DIVISION 26 - ELECTRICAL

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19 05/24 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

DIVISION 33 - UTILITIES

33 32 16 11/19, CHG 1: 11/23 UTILITY WASTEWATER PUMPING STATIONS

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/24

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

G-001 COVER SHEET AND INDEX OF DRAWINGS

G-002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

C-001 CIVIL NOTES & LEGEND

C-101 EXISTING CONDITIONS, SITE DEMOLITION & EROSION CONTROL

PLAN

C-102 SITE UTILITY PLAN

C-501 CIVIL DETAILS

AD101 DEMOLITION FIRST FLOOR PLAN

AD102 DEMOLITION ROOF PLAN

AD103 DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

AD201 DEMOLITION ELEVATIONS

A-101 FIRST FLOOR PLAN - NEW WORK

A-102 ROOF PLAN - NEW WORK

A-103 FIRST FLOOR REFLECTED CEILING PLAN - NEW WORK

A-201 ELEVATIONS - NEW WORK

P-001 PLUMBING GENERAL SHEET

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN

P-101 FIRST FLOOR PLUMBING PLAN

M-001 MECHANICAL GENERAL NOTES

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD102 ROOF MECHANICAL DEMOLITION PLAN

M-101 FIRST FLOOR MECHANICAL PLAN

M-102 ROOF MECHANICAL PLAN

DOCUMENT 00 01 15 Page 1

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

MI001 MECHANICAL CONTROLS GENERAL SHEET

MI101 FIRST FLOOR MECHANICAL CONTROLS PLAN

MI801 RTU-1 CONTROLS AND OPERATION

MI802 RTU-2-8 CONTROLS AND OPERATION

MI803 EF CONTROLS AND OPERATION

E-001 ELECTRICAL GENERAL NOTES

ED101 FIRST FLOOR DEMOLITON PLAN

ED102 ROOF ELECTRICAL DEMOLITION PLAN

EP101 FIRST FLOOR ELECTRICAL PLAN

EP102 ROOF ELECTRICAL PLAN

E-501 ELECTRICAL DETAILS

EP601 PARTIAL ONE LINE DIAGRAM MECHANICAL EQUIPMENT SCHEMATIC

AND ELECTRICAL SCHEDULES

E-602 (E)MDP ELEVATION AND PANEL SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

JB CHS 12/21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the renovation to the Naval Reserve Building 3370 that is used for reserve training 1-2 weekends per month with approximately 250 occupants per weekend. Daily occupancy is about 25 people on a normal usage and the weekends have high occupancy. The project scope is to replace the HVAC equipment in attempts to eliminate the recent mold growth inside the facility and incidental related work. The humid air has caused the need for temporary de-humidifiers and mold cleanup within the facility. The building currently has numerous HVAC roof top units (RTUs), and the climate control is not working to reduce the high humidity inside the building. A new HVAC system will be designed and any mold or water damaged areas removed, and finishes restored, such as re-painting or replace ceiling tiles. Cybersecurity is also required for this project renovation.

The renovation shall include providing new HVAC units on the roof and providing any electrical equipment needed to support the new HVAC system, as well as provide duct smoke detectors. A HAZMAT survey was performed to determine the extent of mold that may need to be abated during demolition and refinishing. A plumbing sewer line is in need of repair at the latrines to replace it for positive drainage to the existing sewer pump.

Note to Contractor:

Fire Protection Engineering Verification

A. The Contractor shall engage a qualified, licensed Fire Protection Engineer (FPE) to verify the proper installation and operation of all new fire and life safety devices and systems integral to the HVAC and duct replacement project. The FPE shall be independent of the installing contractor.

B. The scope of the FPE's verification shall include, but not be limited to, the following:

1. Fire/Smoke Dampers: Verification that all fire and smoke dampers are installed in strict accordance with the manufacturer's UL-listed installation instructions and project drawings. This includes checking the damper, sleeve, breakaway connections, and access for serviceability.

2. Firestopping: Inspection of all firestopping systems applied to penetrations of fire-rated assemblies (walls and floors) by new ductwork, conduits, and piping to ensure they meet the specified ratings and are installed per their approved design.

SECTION 01 11 00 Page 1

3. HVAC Emergency Shutdown Integration: Functional testing to verify that the HVAC units (RTUs) and exhaust fans (EFs) correctly shut down upon activation of the associated smoke detectors and emergency shutdown switches, as detailed in the control sequences.

4. Low-Leakage Dampers: Verification that all outside air and exhaust air dampers meet the specified low-leakage requirements and close completely upon emergency shutdown activation.

C. Reporting: The FPE shall submit a final verification report to the Contracting Officer upon completion of inspections. The report shall certify that all specified fire and life safety components have been installed in accordance with the contract documents and applicable codes.

Any deficiencies noted during the verification process must be documented and re-inspected by the FPE after correction by the Contractor. Final acceptance of the fire safety systems is contingent upon receipt of a satisfactory verification report from the FPE

1.1.2 Location

The work shall be located on Joint Base Charleston (JB CHS) Weapons Station (WS), approximately as indicated on the G-001 cover sheet. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Building(s) will not 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.

1.3 EXISTING WORK

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

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

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

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

JB CHS 12/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification. Submittals not having a "G" or "S" classification are for information only. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Air Force - Base Civil Engineering - Dig Permit Request ; G

Approved Utility Outage Requests ; G

Road Closure And Utility Outage Requests ; G

List Of Contact Personnel ; FIO

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. B3370 must be ready for operation as approved by Contracting Officer before work is started on B3370 which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The B3370 will not 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.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Requirements for security and base access varies between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligible, subject to documentation acceptable to the Government, for an adjustment to the contract.

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.

SECTION 01 14 00 Page 1

1.3.1.2 Additional Personnel Requirements

1.3.1.2.1 General Construction and Finish Work

General construction and finish work of the secure area must be performed by U.S. firms using U.S. citizens. General construction includes construction activities such as building sitework, utilities, foundations, structure, and enclosure or shell, including doors, windows and façade work. Finish Work includes construction activities such as insulation, floor, partition, and ceiling systems; cabinet work; specialties;

building furnishings, fixtures, and equipment; and mechanical and electrical services and equipment including those specialized for fire protection, security, communication, control, energy conservation, safety, comfort, convenience, and similar purposes.

1.3.1.3 Identification Badges / Passes

Identification badges/passes are required for unescorted access beyond 1 day per 12 month period. Contractor shall confirm the most current security requirements with the Contracting Officer or Base Sponsor.

Application for and use of badges shall be as directed based on current access requirements. Contractor shall furnish a completed Joint Base Charleston (JB CHS) Worksheet for Base Access form for all personnel requesting badges/passes for Base Sponsor digital signature no later than 7 calendar days in advance of needing a badge/pass. The most current version of this form can be obtained from the Base Sponsor. The Prime Contractor shall be responsible for filling out the form accurately and delivering a signed copy of the form with required supporting documentation (including photo identification in accordance with Real ID Act) to the Air Base or Weapons Station Visitor Control Center (VCC) after obtaining sponsor signature. The Prime Contractor is responsible for the accuracy of worksheet information and proper use of all badges/passes issued for purposes related to their contract. Badges/passes shall only be used to access the locations specified, for the purposes specified, during the dates and times specified. When Applicants no longer requires access, it is the Prime Contractor's responsibility to ensure all access badges/passes are promptly returned to the issuing VCC. Contractor shall immediately report instances of lost or stolen badges/passes to the Base Sponsor. Any noncompliance with Joint Base Charleston, USAF, DOD, and Federal policies and directives could result in adverse contract action, legal action, and/or being barred from the installation.

1.3.1.4 Tobacco Use Policy

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

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday through, and 7 a.m. to 3:30 p.m. on Saturday, excluding Government holidays.

SECTION 01 14 00 Page 2

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 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 Road Closure and Utility Outage Requrests

a. Make road closures and utility outages after normal working hours or on Saturdays, Sundays, and Government holidays when practical. Road closure and utility outage requests shall be transmitted to the Contracting Officer or the Contracting Officer's Representative for coordination and Government approval at least 21 calendar days prior to the desired outage or closure date. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS. Road closure and approved utility outage requests shall be identified on the Contractor's Three (3)-Week Look Ahead Schedule.

b. 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.

1.3.5 On-Site Permits

1.3.5.1 Dig Permit Rqurest

1.3.5.1.1 South Carolina 811

a. Prior to submitting a dig permit request, the Contractor shall contact South Carolina Palmetto Utility Protection Services (PUPS) and obtain a PUPS tracking number.

b. Locators use the APWA Uniform color code to mark underground facilities. Each color represents a different type of utility:

Red - Electric Power Lines, Cables, Conduit or Lightning Cables Yellow - Gas, Oil, Steam, Petroleum or Gaseous Material Orange - Communication, Cable TV, Signal Cables, or Telephone Blue - Potable Water Green - Sewer or Drain Lines Pink - Temporary Survey Markings Purple - Reclaimed Water, Irrigation, or Slurry Lines White - Proposed Excavation

1.3.5.1.2 Air Force - Base Civil Engineering - Dig Permit Request

a. Complete the Air Force - Base Civil Engineering - Dig Permit Request and transmit to the Contracting Officer or the Contracting

SECTION 01 14 00 Page 3

Officer Representative for routing and approval 14 calendar days prior to the desired outage or closure date.

b. The Contractor is responsible for verifying all utilities prior to excavation. The Contractor is responsible for maintaining all markings on the project site throughout excavation. The markings shall be kept current throughout the contract period of performance - transmit to the Contracting Officer or the Contracting Officer Representative for routing and re-approval every 21 Calendar Days after initial approval to avoid an expired permit.

c. The Contractor is responsible to verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered 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.

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

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

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.When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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:

SECTION 01 20 00 Page 1

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 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

SECTION 01 20 00 Page 2 scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, 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 Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government. Use NAVFAC Form 4330, unless otherwise directed by the Contracting Officer, on NAVFAC Contracts when a Monthly Estimate for Voucher is required. 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.

SECTION 01 20 00 Page 3

1.5.2 Submission of Invoices

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.

1.6 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.

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

SECTION 01 20 00 Page 4 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

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SECTION 01 20 00 Page 5

SECTION 01 20 00 Page 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

JB CHS 12/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for information only. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Resume For The Proposed Superintendent ; G

1.2 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers.

e. Others as required by State law.

1.3 CONTRACTOR SPECIAL REQUIREMENTS

1.3.1 HVAC TAB

All contract requirements of Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC, shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 05 93 shall be accomplished by a second tier subcontractor.

1.4 SUPERVISION

1.4.1 Minimum Communication Requirements

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

SECTION 01 30 00 Page 1

1.4.2 Superintendent Qualifications

Superintendent must have a minimum of 5 years experience as a project manager, project engineer, superintendent, or quality control manager on projects similar in size, scope and complexity to this project as identified in Section 01 11 00. 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 work on all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop work orders shall be made the subject of a claim for extension of time for excess costs or damages by the contractor.

Approval of the project superintendent is required prior to the start of construction. Provide a resume for the proposed superintendent describing their experience with references and qualifications to the contracting officer for approval. The contracting officer reserves the right to interview the proposed project superintendent at any time in order to verify the submitted qualifications.

1.5 PRECONSTRUCTION MEETING

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

1.6 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed

SECTION 01 30 00 Page 2 construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures,

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats.

Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats, etc.

Multiple email addresses will not allowed.

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 3

SECTION 01 30 00 Page 4

SECTION 01 32 00

PROJECT SCHEDULE

JB CHS 12/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for information only. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G

Baseline Cost Loaded Critical Path Method (Cpm) Project Schedule ; G

Schedule And Pay Request Calendar ; G

SD-07 Certificates

Monthly Cost Loaded Cpm Schedule Updates ; G

SD-11 Closeout Submittals

As-Built Schedule ; G

1.2 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 5-years' experience scheduling construction projects similar in size and nature, as identified in Section 01 11 00, to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting Officer.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available.

SECTION 01 32 00 Page 1

2.1.1.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file Additionally, provide an exported .pdf files for submittal review IAW the "Schedule Reports" paragraph.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in the development of the schedule and coordinate closely with the Contracting Officer, Contracting Officer's Representative, and Facility Manager(s) in its maintenance. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM) to control, budget, and invoice project activities. For consistency, when scheduling software terminology is used in this specification, the terms in Primavera's scheduling programs are used.

3.2 BASIS FOR PAYMENT AND COST LOADING

The Baseline Cost Loaded CPM Project Schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

Lack of an approved updated Cost Loaded CPM Project Schedule may result in an inability of the Contracting Officer to evaluate the Contractor's progress for the purposes of payment. The Baseline Cost Loaded CPM Project Schedule shall be submitted for approval within 30 calendar days after the Notice of Award has been acknowledged.

The Contractor is responsible for scheduling, sequencing, budgeting, and executing work to comply with the requirements of the Contract Documents.

Government acceptance extends only to the activities of the Contractor's schedule that the Government has been assigned responsibility and agrees it is responsible. Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of Government acceptance; but are for the general conformance with established industry scheduling concepts.

The Contractor shall submit a Schedule and Pay Request Calendar with the Baseline Cost Loaded CPM Project Schedule within 30 calendar days after the Notice of Award has been acknowledged. Reference Attachment A as an example. The Schedule and Pay Request Calendar shall forecast dates for the following:

a. Contractor Provides Draft Monthly Cost Loaded CPM Schedule Updates and Narrative to JB Charleston.

SECTION 01 32 00 Page 2

b. Contractor Conducts Monthly Periodic Schedule Meeting with JB Charleston.

c. Contractor Submits Final Monthly Cost Loaded CPM Schedule Update and all Reports.

d. Contractor Provides Approved Monthly Cost Loaded CPM Schedule Update and Submits Pay Application (AIA Style) to JB Charleston.

e. Contractor Submits Approved Invoice for Payment in Wide Area Work Flow

(WAWF).

Reference Attachment A - Schedule and Pay Request Calendar as an example submittal requirement. An excel spreadsheet version of this calendar can be provided upon request.

All pay applications may be submitted using the AIA Document G702-1992, Application and Certificate for Payment, and G703-1992, Continuation Sheet.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

The Contractor is advised to refer to the contract's payments clause for more detail relative to payment for stored material or equipment. Material and Equipment Costs for which payment will be requested in advance of installation shall be assigned to their respective procurement activity (i.e., the material/equipment on-site activity). All other construction costs shall be assigned to their respective Construction Activities. The value of inspection/testing activities will not be less than 10 percent of the total costs for Procurement and Construction Activities. Evenly disperse overhead and profit to each activity over the duration of the project.

Each cost-loaded activity shall have a detailed quantity breakdown and unit of measure.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the baseline or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, review and approval of pay applications may be delayed.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will

SECTION 01 32 00 Page 3 consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 28 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the baseline project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission and approval of fire protection specialist.

j. Building commissioning - Functional Performance Testing.

k. Controls testing.

l. Performance Verification testing.

m. Pre-Warranty Conference.

n. Other systems testing, if required.

o. Contractor's pre-final inspection.

p. Correction of punch list from Contractor's pre-final inspection.

q. Government's pre-final inspection.

SECTION 01 32 00 Page 4

r. Correction of punch list from Government's pre-final inspection.

s. Final inspection.

At a minimum, each activity shall include the following information:

a. Activity ID

b. Activity Description

c. Calendar

d. Original Duration in Calendar Days

e. Early Start Date

f. Early Finish Date

g. Late Start Date

h. Late Finish Date '

i. Total Float

j. Contract Line Item Number (CLIN) (i.e.: CLIN 0001, CLIN 0002, etc.)

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.6.1 Contract Award Date Milestone

The Contractor shall include as the first activity on the schedule a start milestone titled "Contract Award", which shall have a Mandatory Start constraint equal to the Contract Award Date.

3.3.6.2 Project Start Date Milestone and Constraint

The Contractor shall include as an activity after award on the schedule a start milestone titled "Notice to Proceed (NTP)", which shall have a Mandatory Start constraint equal to the date the Notice to Proceed is acknowledged.

SECTION 01 32 00 Page 5

3.3.6.3 Projected Completion Milestone

The Contractor shall include an unconstrained finish milestone on the schedule titled "Projected Completion", indicating the point in time at which the project is complete and ready for its intended use. This milestone shall have the Contract Completion Date (CCD) as its only successor.

3.3.6.4 Contract Completion Date (CCD) Milestone

The Contractor shall include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)", which shall have a Finish on or Before constraint equal to the Contract Completion Date. The only predecessor to the Contract Completion Date Milestone shall be the Projected Completion Milestone. The CCD Shall be equal to the Period of Performance (in Calendar Days) added to the NTP date.

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "Contract Completion Date" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "Contract Completion Date" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.6.5 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.6.5.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.6.5.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.7 Calendars

Schedule activities on a Calendar to which the activity logically belongs. Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc.

Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.

All activity durations and float values shall be shown in calendar days.

Default activity type shall be set to "Task" and the project "Must Finish By" date shall be left blank. .

SECTION 01 32 00 Page 6

3.3.7.1 Monthly Anticipated Adverse Weather Delays - In Calendar Days

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 6 5 5 5 5 8 9 9 7 5 4 6

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated adverse weather delay days.