CI and IDS LRP SPECS.pdf

Final Design Submittal CI & IDS Engineering Support Facility Webster Outlying Field, St. Inigoes, MD

CI & IDS Engineering Support Facility Final Design Submittal

SPECIFICATIONS

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING COMMAND WASHINGTON

1314 HARWOOD STREET SE

WASHINGTON NAVY YARD DC 20374-5018

Project No. N40080-15-D-0452, N4008019F4426

21 September 2020

Wiley|Wilson - Burns & McDonnell Joint Venture

CI & IDS Engineering Support Facility

Webster Outlying Field St. Inigoes, MD

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

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

FIXTURES, AND EQUIPMENT INCLUDING AUDIO VISUAL

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 78 30.00 23 CADD DATA FOR GIS DELIVERABLES

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

5 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

6 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

6 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

7 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

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PROJECT TABLE OF CONTENTS Page 2

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 72 00 WALLCOVERINGS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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

CONTROL SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

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PROJECT TABLE OF CONTENTS Page 3

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS:

BUILDING CONTROL SYSTEMS

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS: FIRE

AND LIFE SAFETY SYSTEMS

25 50 00.00 20 CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPEND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 24 13 SWITCHBOARDS

26 27 14.00 20 ELECTRICITY METERING

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 40 00 AUDIO-VIDEO COMMUNICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

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PROJECT TABLE OF CONTENTS Page 4

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

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DOCUMENT 00 22 13.00 20 Page 1

PART 1 GENERAL

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

DOCUMENT 00 22 13.00 20 Page 3

a. Award will be made on the total sum of Contract Line Item 0001.

b. The Government reserves the unilateral right to award CLIN 0002, CLIN 0003, CLIN 0004, and CLIN 0005 to the Contractor at the proposed price within 365 calendar days after the contract award. A firm fixed proposed price is required for CLIN 0001, CLIN 0002, CLIN 0003, CLIN 0004, and CLIN 0005. No provision is made for economic price adjustment. If Options are exercised, the contract completion date remains unchanged.

c. Evaluation of Options (JUL 1990). Except when it is determined in accordance with FAR 17.206(b) Evaluation not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the price for the Option(s) to the total price for CLIN 0001. In accordance with FAR 52.217-5 Evaluation of Options, evaluation of options will not obligate the Government to exercise the Option(s).

d. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

e. If CLIN 0002, 0003 0004, and/or 0005 are exercised, additional bonding and consent of surety is required. Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all Items.

1.3 PLANNED MODIFICATION BID NOTES

These notes apply to Planned Modification CLIN 0006.

a. The estimated amount for FF&E has been supplied by the Government, to provide offerors with the projected magnitude of effort. The estimated amount includes the actual cost of the FF&E including freight and installation charges. The Government FF&E Estimate is only an estimated amount.

b. If awarded, line items will be funded separately after completion of

FF&E design package review by the Government, and receipt of appropriate funding by the Government. Requirements and details are provided in Section 01 30 00.00 ADMINISTRATIVE REQUIREMENTS.

c. Bonding is of FF&E.

d. Offerors may propose a Handling and Administration Rate (HAR) for the FF&E not to exceed 5 percent. This fee will account for all

DOCUMENT 00 22 13.00 20 Page 4

CI & IDS Engineering Webster Outlying Field Support Facility St. Inigoes, MD administrative costs, overhead, bonding fees, administration of subcontracts, profit, and any other costs associated with and related to the coordination and processing of the procurement and installation of FF&E. The proposed HAR percentage will be incorporated into the contract award and will not be adjusted regardless of fluctuations from the estimate amount for the FF&E. The proposed HAR is a fixed rate.

e. The Government is not obligated to award the Planned Modification line item(s). Should the Government choose to award the Planned Modification, the line item will be awarded as a negotiated modification to the contract/task order. The Contractor's proposed HAR will be applied to all vendor/supplier costs for the FF&E.

f. If awarded, the FF&E modification will be awarded at least six months prior to the contract completion date. A minimum of six months is required for the Contractor to purchase, deliver and install the FF&E without impacting the overall completion date of the project. The Contractor's schedule must assume the award of the FF&E as a modification. No schedule extensions will be granted if the modification is awarded at least six months prior to the contract completion date. If the Government decides to negotiate and award the furniture modification with less than six months prior to the contact completion date, the Contractor may be entitled to a contract extension and extended field overhead. A contract extension and extended field overhead will only be granted in those cases where the Contractor demonstrates that an accepted Final FF&E package was submitted within the approved schedule deadlines and sufficient lead time for the FF&E is not available and the Government's award of the modification is in the last six months of the contract.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

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SECTION 01 11 00 Page 1

1.1 SUBMITTALS

SECTION 01 11 00

SUMMARY OF WORK

08/15

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the development of the site and the construction of a Lab Replacement Program (LRP) Facility at Patuxent Naval Air Station - Webster Field. The work includes all associated site work and incidental related work.

Project development also includes utility support work by SMECO for utility services to the development site. The Contractor shall integrate these separate contractors and their associated work (defined in the contract documents) into the schedule and execution of the project.

1.2.2 Location

The work is located at the Patuxent River Naval Air Station - Webster Field , approximately as indicated. The exact location will be shown by the

Contracting Officer.

1.3 OCCUPANCY OF PREMISES

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.

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.

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SECTION 01 11 00 Page 2

c. There is an investigated archaeological site in the North corner of the project site. Investigation of this site during design did not uncover any artifacts. If during construction the contractor or subcontractors discover artifacts, burials or artifacts of an archaeological nature, work shall cease work in that area and the contractor shall immediately notify the contracting officer representative and the NAWCAD Construction Manager (NAWCAD CM)) and NAWCAD ISED Environmental Coordinator (Christine Gerda, christine.gerda@navy.mil, 301-342-2453) to evaluate the nature of the discovery and determine the course of action.

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 48 hours 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.

1.6 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS

1.6.1 NMCI Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.7 ENCLOSURES

a. Utility Connection Permit Application.

b. SMECO Service Request Form 2010.

mailto:christine.gerda@navy.mil mailto:christine.gerda@navy.mil

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SECTION 01 11 00 Page 3

Not Used.

-- End of Section --

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SECTION 01 14 00 Page 1

1.1 SUBMITTALS

SECTION 01 14 00

WORK RESTRICTIONS

07/18 submittals not having a "G" designation are for information only.

Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Completed Special Access Determination (NAVSEA 5510/15); G

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Utility connections must be ready for operation as approved by Contracting Officer before work is started on actual cutover to new elements which may, or 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. Specific items of work to which this requirement applies include:

(1) All telecommunications cutover and connections.

(2) All utility testing, connection and cutover work.

(3) All work requiring traffic or utility disruptions or re-routing.

(4) All work outside the primary project work area (as defined by project fencing).

c. Utility systems and roadways will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 21 calendar days prior to the desired date of interruption.

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SECTION 01 14 00 Page 2

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 Installation Access

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

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

1.3.1.2.1 Registration for DBIDS

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

a. Present a letter or official award document (i.e. DD Form 1155 or SF

1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID

Act-compliant state driver's license.

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

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

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

1.3.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must http://www.cnic.navy.mil/om/dbids.html

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SECTION 01 14 00 Page 3 continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

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

The Government is the final authority.

1.3.1.2.3 DBIDS Notification Requirements

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

b. Immediately collect DBIDS credentials and notify the Contracting

Officer in writing under the following circumstances:

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

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

1.3.1.2.4 One-Day Passes

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

1.3.1.3 Additional Badge Requirements - NAS Patuxent River

Identification badges will be issued to the Contractor and his employees in accordance with the Naval Air Station Security Regulations. A copy of the security regulations may be obtained from the security office. All badges must be returned or accounted for to the department of Public Safety's Pass and Identification Office upon expiration of the badge or contract, or termination of the employee.

1.3.1.4 Employee List

The Contractor must provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract. The Contractor must adhere to the requirements of "Important Clarifications - Contractors - How to Gain Access," dated 31 October 1995, in obtaining access to the Naval Air Station complex for the life of the contract. A copy of these requirements will be provided at the preconstruction meeting.

a. Contractor shall maintain a Personnel List consisting of a complete list of personnel on the project site, associated vehicles, and correlated to subcontractor when applicable for all employees and personnal on the job site under the cognizance of the contractor. The list shall include appropriate approval and expiration date

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SECTION 01 14 00 Page 4 information for each individual. The Vehicle List shall be integrated with the personnel list. Both shall be searchable and filterable for specific individuals, vehicles and firms.

b. Statement of Acknowledgement Form SF 1413 for all Subcontractors for all tiers shall be completed, submitted, and approved prior to access requests for that subcontractor being submitted.

1.3.1.5 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.1.6 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 must consist of a 9-hour period established by the Contracting Officer, between 7 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 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.

1.3.4 Occupied and Existing Building(s)

The Contractor shall be working around existing buildings, which are occupied. Do not enter the building(s) without prior approval of the

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 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 high pressure fire suppression are considered utility

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SECTION 01 14 00 Page 5 cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are may be limited by operational timing. The contractor shall adjust operations to accommodate these operational considerations.

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

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERS.

Coordinate with PW Utilities through NAWCAD CM.

f. Notification prior to Excavation: Notify the Contracting Officer at least 20 days prior to starting excavation work. Contact Miss Utility Company 48 hours before excavation. Contractor is responsible for marking all utilities not marked by Miss Utility.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II, "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," and the following apply:

1.4.1 Naval Air Station (NAS), Patuxent River, Webster Field, MD

No Foreign Nationals allowed on this project.

1.5 UTILITY REQUIREMENTS

Naval Air Station, Patuxent River Public Works Division is the Authority Having Jurisdiction per all applicable codes.

1.5.1 Utility Connection Permit Application (UCPA)

A UCPA must be coordinated with PW Utilities through NAWCAD CM at start of project.

The UCPA must be updated as project is being built.

A completed UCPA must be coordinated with PW Utilities through NAWCAD CM for approval prior to system connection.

1.5.2 Dig Permits/Outage Coordination/System Connections

Dig permit and instructions can be obtained from PW Utilities through

NAWCAD CM.

Must be coordinated through PW Utilities through NAWCAD CM.

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SECTION 01 14 00 Page 6

1.5.3 Domestic Water and Sewer

All connections and disconnections to/from any water system interior or exterior of a facility shall be coordinated with PW Utilities through

NAWCAD CM.

All water lines shall be flushed and purged after installation of new lines or after any repairs are made to the water lines.

All buried water/sewer lines shall have a tracer wire placed in Trench for future location purposes. Tracer wire shall be connected in valve box for easy access for future use. Conduit and tracer wire shall be inspected while exposed by a member of Utilities. The tracer wire shall not be less than 18 AWG insulated. The insulation shall not be yellow in color.

(2009 National Standard Plumbing Code; 2.6.6). Coordinate with PW Utilities through NAWCAD CM.

Water valve boxes and sewer clean outs shall be raised to grade where new lines are installed or existing lines are tapped.

Backflow Prevention located on a domestic water main is NOT a requirement, unless the facility is considered a high hazard. In which case, a Reduced Pressure Principle Assembly will be required per the National Standard Plumbing Code 10.5.9. PW Utilities through NAWCAD CM shall make this determination and approve submittals. Facilities that require protection on the domestic main will also be required to have parallel backflow preventers installed so as not to have an outage for maintenance and testing or failures.

PW Utilities through NAWCAD CM shall review and approve all specs for Backflow Prevention assemblies being proposed for utilization. This shall include review and identify each cross connection device, location for hazard type and Inventory for Compliance.

All backflow preventers shall be piped with a Y strainer ahead of the device with the exception of Fire Mains.

Installation of all Backflow Preventers shall be done by a licensed plumber having a current license and certification in Backflow Prevention and Cross Connection Control from the State or Local Authority. A copy of the license shall be provided to PW Utilities through NAWCAD CM for compliance records.

PW Utilities through NAWCAD CM shall be notified before pressurizing Potable water mains.

All Backflow Prevention shall be tested and certified by a Government certified tester, coordinated with PW Utilities through NAWCAD CM, after the installer has tested the backflow. A copy of the test report and current gauge calibration shall be provided to PW Utilities through NAWCAD

CM.

Final project walk-through with coordinated with PW Utilities through NAWCAD CM and the contractor is required to ensure proper inventory is captured. This is to ensure compliance of all state and local codes.

Fire Hydrant used for filling a system such as Tanks, Tankers, or irrigation use, coordinated with PW Utilities through NAWCAD CM must be notified and a Utility approved back flow must be installed prior to

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SECTION 01 14 00 Page 7 filling. Fire Dept. notifications and waivers apply.

Systems such as boilers, chillers, and/or any closed loop systems requiring water shall be filled through the dedicated system backflow preventer having been properly tested and certified.

Sanitize all new work according to the latest edition of the National Standard Plumbing Code.

Sewer lines shall have clean outs placed in systems where new lines are added or tie-ins occur. When a tie-in is made, coordinate with PW Utilities through NAWCAD CM must be scheduled to be on site. One week notice is required for Utility scheduling.

1.5.4 Fire Sprinkler

If domestic water system is used for a Fire Sprinkler System a Backflow Prevention Assembly will be required per the National Standard Plumbing Code 10.5.9.

Coordinate with PW Utilities through NAWCAD CM to review and approve all specs for Backflow Prevention Assemblies being proposed for utilization to include determining hazard type required and compliance.

Certification for Backflow Preventer shall be completed BEFORE A HYDROSTATIC TEST is performed on the fire system. Sprinkler system must be filled through backflow preventer AFTER certification.

Potable water mains used for fire suppression shall be flowed and purged of debris at the pipe flange inside the building, before Backflow Prevention is installed. A PIV valve shall be installed to isolate fire suppression system from potable water for maintenance reasons.

All Backflow Prevention devices shall be tested and certified by a Government certified tester after the installer has tested the backflow preventer and prior to acceptance. A copy of the test report and current gauge calibration shall be provided to PW Utilities through NAWCAD CM.

When retrofitting existing fire systems with Backflow Prevention, a system hydraulic study must be performed. This is to ensure proper operation of the fire system with the drop in pressure from the new device. NAVFAC Washington's Fire Protection Engineer shall review calculations.

1.5.5 Electrical

Electrical utility is provided by Southern Maryland Electric Cooperative (SMECO). The Contractor shall coordinate all activities with the Contracting Officer at least 28 days prior to any planned execution of work. The Government has executed preparation for work by SMECO and will assist the Contractor in coordinating the SMECO work on the project site.

SMECO load sheet, Site plan, panel schedule, and riser diagram are required to engage SMECO. These must be submitted to PW Utilities through NAWCAD CM at least 120 days prior to any planned work.

Contractor/Developer in writing is responsible for requesting an Electric Utility Final Inspection. A letter or email from the licensed electrical contractor to the government requesting an inspection is required prior to energizing service. The letter must contain the licensed electrician's

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Contractor/Developer is responsible to obtain meter back from local supply house. SMECO will provide meter back specifications to contractor. SMECO will install meter/CTs when service is energized.

Temporary electrical service shall be coordinated between contractor, SMECO and the Government. All fees associated with the temporary service will be the responsibility of the contractor.

Contractor/Developer is responsible for clearing all right of ways for SMECO, per SMECO Handbook.

Contractor/Developer is responsible for saw cutting all concrete and asphalt for SMECO right of ways, per SMECO Handbook.

Contractor/Developer is required to follow SMECO Handbook "Commercial Customer and Developers Handbook" for all specifications on sizing CT cabinets, height requirements, meter back locations, wire length, and conduit installation.

1.6 METERING

All new or renovated Facilities shall have electric and water meters installed.

Coordinate with PW Utilities through NAWCAD CM to provide and review all specs for water meters being proposed for utilization.

1.6.1 Water Meter

"Y" strainer shall be installed upstream of water meter.

New potable water pipe installations shall be flowed and purged of debris before building being pressurized.

Sanitize new work according to the National Standard Plumbing Code.

Water meter must be service pipe size.

Water meter specs are listed below:

a. Water Meter Specifications Water meters shall be installed inside the mechanical room of the facility. Meters shall be industrial/commercial cold water turbine meters that meet or exceed AWWA C701 standards. Water meters shall have a by-pass consisting of three gate or ball valves as appropriate. A fourth valve is required to isolate non-integral strainers. All water meters shall have a non-resettable remote reader connected to them and the remote reader shall be mounted on the exterior wall (outside) of the facility, 5-1/2 feet to 6 feet above grade. The remote reader must be protected from direct sunlight.

b. All remote readers must be of the odometer or LCD type. Remote readers must be readable visually. Remote readers that require the use of any form of instrument/tool to read the remote reader shall not be used. Meters are to meet or exceed AWWA C701 Class II standards.

Register flow to be in U.S. gallons. Meter size is to be determined in accordance with the below table:

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Maximum Flow Rate

(in gallons per minute) Meter Size

200 GPM 1-1/2 inches

400 GPM 2 inches

550 GPM 3 inches

1250 GPM 4 inches

2500 GPM 6 inches

4500 GPM 8 inches

7000 GPM 10 inches

8800 GPM 12 inches

Remote readers shall be addressed/programmed with a multiple/GPC (gallons per contact) of 10, 100 or 1000, whichever is appropriate with the facilities' projected manning, operations and water consumption. Remote and turbine meters must have the meter multiplier located on the meter.

Additionally a strainer shall be installed in the water line prior to the meter, unless an integral strainer is part of the meter assembly. If a non-integral strainer is used, its location must conform to the following guidelines as do placement of all valves, tees and elbows prior to and after each meter.

The number of inches of clear/straight water line prior to the meter shall be ten (10) times the water line diameter and the number of inches of clear/straight water line after the meter shall be five (5) times the diameter of the water line.

Examples:

Prior to water meter: water line size 3 inches, 3 inches x 10 = 30 inches. Must be at least 30 inches of straight and obstruction free water line prior to water reaching the meter.

After the water meter: water line size 3 inches, 3 inches x 5 = 15 inches. Must be at least 15 inches of straight and obstruction free water line after the meter.

No meter boxes or pits are allowed. All water meters shall be inside the facility mechanical room where the water service enters the building.

There are no exceptions to this requirement, all meters shall be inside the facility and readily available.

Use of "Hot Boxes". Hot boxes are not allowed on installation unless prior approval is received from the Utility Department Branch Head. This will require a package submittal to include; hot box specs, beacon light specs, backflow preventer specs, and design drawings to show how the box will communicate with the trouble desk.

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1.6.2 Electric Metering

Shall follow the SMECO Handbook.

Not Used

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1.1 REFERENCES

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

PROCEDURES:

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 30 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

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

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1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

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

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

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

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

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

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

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

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

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

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

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

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

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

a. The Contractor's invoice, in NAWCAD approved format, showing in summary form, the basis for arriving at the amount of the invoice.

This invoice shall include certification by Contractor and Quality Control (QC) Manager.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use a NAWCAD approved form-format when a Monthly Estimate for Voucher is required.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

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

h. Contractor's Monthly Estimate for Voucher and Contractors Certification

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i. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the

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

1.5.3 Final Invoice

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

b. For final invoices being submitted via 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 shall 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 32.503-6 Suspension or Reduction of Payments:

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

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

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

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

Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

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

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

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

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

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

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

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

f. Materials to be considered for progress payments prior to installation shall be stored in a…