02 SR14075750 SPECS.pdf

eProjects WORK ORDER NO.

N40080 - -

Firm Name Street Address City, State Zip

(A/E Contract N_____-__-D-____)

Submitted By: Signature Date:

Design Manager: Signature Date:

Accepted By CI Team Lead/PMEB Signature Date:

javier.molinari Typewritten Text

Repair Macdonough Hall, Building 102 1662221 U. S. Naval Academy, Annapolis, MD RM20-0820

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

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 22 RELOCATION, STAGING AND INSTALLATION OF FF&E

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

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

01 33 00 SUBMITTAL PROCEDURES

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 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

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 91 00.15 TOTAL BUILDING COMMISSIONING

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

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY AND MERCURY FLOORING REMOVAL

02 85 00 MOLD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 30 13 SWIMMING POOL CAST-IN-PLACE CONCRETE

03 36 16 REACTIVE CHEMICAL CONCRETE STAIN

DI VI SI ON 04 - MASONRY

04 01 20.70 UNIT MASONRY CLEANING AND RESTORATION

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

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

PROJECT TABLE OF CONTENTS Page 1

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

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

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 42 13 COPPER CLAD WALL PANELS

07 42 93 ALUMINUM CEILING SOFFIT PANELS

07 62 13 COPPER SHEET METAL FLASHING, TRIM, AND ROOFING

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 01 14.91 WOOD DOOR RESTORATION

08 01 51.81 STEEL WINDOW REPLICATION

08 01 51.91 STEEL WINDOWS RESTORATION

08 01 52.91 WOOD WINDOW RESTORATION

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 34 19.10 20 ROLLING SERVICE AND FIRE DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 51 23 STEEL WINDOWS

08 51 69.10 ALUMINUM STORM WINDOWS

08 60 45 SKYLIGHTS AND TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DI VI SI ON 09 - FI NI SHES

09 01 90.50 PREPARATION OF HISTORIC METAL SURFACES FOR PAINTING

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 23 00 GYPSUM PLASTERING

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

PROJECT TABLE OF CONTENTS Page 2

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 PHENOLIC LOCKERS

10 81 13.13 BIRD CONTROL

DI VI SI ON 11 - EQUI PMENT

11 66 23 GYMNASIUM EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WINDOW SHADES

12 36 00 QUARTZ COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 66 00 TELESCOPING STANDS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 11 00 SWIMMING POOLS

13 48 73 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 12 00 STANDPIPE SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

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 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 30 00 HVAC AIR DISTRIBUTION

23 52 46.00 20 LOW PRESSURE WATER HEATING BOILERS (OVER 800,000 BTU/HR

OUTPUT)

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

PROJECT TABLE OF CONTENTS Page 3

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

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

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 66 13 HELICAL PIERS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 BASE COURSE FOR RIGID PAVING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 23 SODDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

10/20

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 NAVY AND MARINE CORPS (NMCI) AND USNA ITSD COORDINATION

REQUIREMENTS

1.6.1 NMCI Contractor and USNA ITSD Access

1.7 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

10/20

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation 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 Salvage Plan ; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes extensive renovation and repairs to historic MacDonouogh Hall, including:

1. Replacement of the training pool (157,000+ gallons) including new water treaement systems

2. Complete replacement of the HVAC system and controls

3. Mercury impregnated floor coating removal

4. Miscellaneous asbestos and lead based paint abatement

5. Electrical replacement and modifications

6. Fire alarm and suppression system replacement and modifications

7. Structural modification and improvements

8. Extensive interior architectural modifications and improvements

9. Plumbing and drainage system modifications and repairs

10. Other building systems repairs

11. Exterior architectural and envelope repairs

12. Relocation and set up of equipment and supporting infrastructure from temporary spaces to final locations from various facilities

13. Disassembly/removal of temporary facilities and restoration of the aforementioned other facilities

14. Other incidental related work.

1.2.2 Location

The work is located at the U. S. Naval Academy, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) used for swing space will be occupied during performance of work under this Contract. Limited access shall be maintained for Scott Natatorium via entrance indicated in the drawings. MacDonough Hall proper will be turned over to the contractor for the duration of the construction effort. Contractor shall coordinate and cooperate with Government requirements regarding any utility, communication, or other systems passing through, or linked to other facilities via MacDonough Hall.

SECTION 01 11 00 Page 2

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

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 48 hours prior to desired completion of dig permit process for 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 21 days prior to starting excavation work.

1.6 NAVY AND MARINE CORPS (NMCI) AND USNA ITSD COORDINATION REQUIREMENTS

1.6.1 NMCI Contractor and USNA ITSD Access

Allow the NMCI Contractor and USNA ITSD 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

SECTION 01 11 00 Page 3 schedule to demonstrate a plan for maintaining the contract duration.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the storage area located within ten miles of the construction site.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

10/20

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Installation Access

1.3.1.2.1 Registration for DBIDS

1.3.1.2.2 DBIDS Eligibility Requirements

1.3.1.2.3 DBIDS Notification Requirements

1.3.1.2.4 DELIVERY OR LESS THAN 6 MONTH DURATION ACCESS PROTOCOL

1.3.1.3 Employee List

1.3.1.4 Personnel Entry Approval

1.3.1.5 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied and Existing Building(s)

1.3.5 Utility Cutovers and Interruptions

1.4 SECURITY REQUIREMENTS

1.5 UTILITY REQUIREMENTS

1.5.1 Utility Connection Permit Application (UCPA)

1.5.2 Domestic Water and Sewer

1.5.3 Fire Sprinkler

1.6 METERING

1.6.1 Water Meter

1.6.2 Electric Metering

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

10/20

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation 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

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) Mobilization, including all preconstruction submittals required in Division 01 sections prior to any physical work.

(2) Any demolition within MacDonough Hall.

(3) Any HVAC and HVAC control system related work.

(4) Any hazardous material abatement or related work.

(5) Any relocation of functions back to MacDonough Hall.

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.

SECTION 01 14 00 Page 2

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

The following conditions apply:

(1) All Testing and Balancing, Commissioning, and commissioning related activities shall proceed concurrently with construction activities. Any and all delays directly, or indirectly, associated with failure to integrate and execute these and related activities shall be entirely the responsibility of the contractor in all regards.

(2) All Rework items, construction deficiencies, and individual Definable Feature Of Work related items shall be complete prior to any Contractor Punchout, or Government Inspection strictly as defined in section 01 45 00.

(3) All O&M Manuals, and related system documentation, shall be submitted, approved, and present at the work site prior to energizing, or activation, of any related system.

(4) All training of Government personnel shall be completed, documented, and required training materials and videos provided to, and accepted by the Government, prior to the Final Acceptance Inspection of the construction work in MacDonough Hall.

(5) All deficiencies related to all inspections shall be corrected and confirmed complete by the Government, and all Commissioning, Testing, and Critical Systems Acceptance shall be complete and confirmed by the Government prior to acceptance of any work in MacDonough Hall, and any relocation of any Government personnel to MacDonough Hall.

(6) All required spaces and functionality shall be complete, tested and accepted by the Government prior to relocation of any Government personnel from their temporary locations to their final locations in MacDonough Hall.

(7) All temporary space and swing space restoration shall be complete, and accepted by the Government prior to demoblization of the contractor from the installation.

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

SECTION 01 14 00 Page 3 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 at the time of DBIDS badge issuance.

c. Provide completed SECNAV FORM 5512/1 to the Vetting Authority designated by the Contracting Officer for review. When deemed accetpable the documentatin will be forwarded to 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 lenght of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

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

The Government is the final authority.

SECTION 01 14 00 Page 4

1.3.1.2.3 DBIDS Notification Requirements

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

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

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

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

c. The Superintendent is responsible to ensure all DBIDS Badges are to be returned to the Contracting Officer's Representative upon completion of the project, at the end of any badged indivdiuals particpation in the project, or removal of any individual from the project. Tracking and status of badges will be coordinated with and integral to the personnel list required in 1.4.1.1. Any lost or missing Badges shall be reported immediately to the Contracting Officer's Representative to include name, badge number, and information regarding their loss.

1.3.1.2.4 DELIVERY OR LESS THAN 6 MONTH DURATION ACCESS PROTOCOL

Personnel requiring delivery, singlular event, or less than six months continuous duration access shall comply with Commercial Vehicle Inspection Station (CIVS) procedures, 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 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.

a. Cont r act or shal l mai nt ai n a Per sonnel Li st consi st i ng of a compl et e l i s t of per sonnel on t he pr oj ect s i t e, associ at ed vehi c l es, and cor r el at ed t o subcont r act or when appl i cabl e f or al l empl oyees and per sonnal on t he j ob s i t e under t he cogni zance of t he cont r act or . The l i s t shal l i ncl ude appr opr i at e appr oval and expi r at i on dat e i nf or mat i on f or each i ndi v i dual . The Vehi c l e Li st shal l be i nt egr at ed wi t h t he per sonnel l i s t . Bot h shal l be sear chabl e and f i l t er abl e f or speci f i c i ndi v i dual s, vehi c l es, and f i r ms.

b. St at ement of Acknowl edgement For m SF 1413 f or al l Subcont r act or s f or al l t i er s shal l be compl et ed, submi t t ed, and appr oved pr i or t o access r equest s f or t hat subcont r act or bei ng submi t t ed.

1.3.1.4 Personnel Entry Approval

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

SECTION 01 14 00 Page 5

1.3.1.5 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 10 hour period established by the Contracting Officer, between 7:00 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. 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 Occupied and Existing Building(s)

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

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

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

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required 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 cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are may be limited by operational timing. The contractor shall adjust operations to accomodate these operational considerations.

SECTION 01 14 00 Page 6

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 local utility protocols.

f. Notification prior to Excavation: Notify the Contracting Officer at least 21 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:

1.5 UTILITY REQUIREMENTS

NAVFAC Public Works Utility Division is the Authority Having Jurisdiction per all applicable codes.

1.5.1 Utility Connection Permit Application (UCPA)

A UCPA must be submitted to Utilities at start of project.

The UCPA must be updated as project is being built.

A completed UCPA must be submitted to Utilities for approval prior to system connection.

1.5.2 Domestic Water and Sewer

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

All water lines shall be flushed and purged after istallation 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).

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

SECTION 01 14 00 Page 7

Pressure Principle Assembly will be required per the National Standard Plumbing Code 10.5.9. Utilities 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.

Utilities 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 Utilities for compliance records.

Utilities shall be notified before pressurizing Potable water mains.

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

Final project walk-through with FEAD 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, PW Utilities must be notified and a Utility approved back flow must be installed prior to 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, Utilities must be scheduled to be on site. One week notice is required for Utility scheduling.

1.5.3 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.

Utilities shall 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

SECTION 01 14 00 Page 8 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 Goverment 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 Utilities.

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).

1.6 METERING

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

Utilities shall 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 mechancial 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:

SECTION 01 14 00 Page 9

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.

SECTION 01 14 00 Page 10

1.6.2 Electric Metering

Shall follow the Public Works Department requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

10/20

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 EARNED VALUE REPORT

1.3.1 Data Required

1.3.2 Schedule Instructions

1.3.3 Real Property Assets

1.3.4 Schedule Requirements for HVAC TAB

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite and Offsite Materials

1.6.3 Facility Electronic Operation and Maintenance Support

Information (eOMSI)

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

10/20

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 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation 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). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

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

SECTION 01 20 00.00 20 Page 2

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

SECTION 01 20 00.00 20 Page 3

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

b. 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 NAVFAC Form 43300/54 on NAVFAC contracts 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 Conractors Certification

SECTION 01 20 00.00 20 Page 4

(NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.

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 Contracting Officer.

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

1.5.3 Final Invoice

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

b. For final invoices being submitted via 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:

SECTION 01 20 00.00 20 Page 5

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 either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

1.6.3 Facility Electronic Operation and Maintenance Support Information (eOMSI)

Failure to submit acceptable and contratually compliant progress, pre-final or final eOMSI files as defined in section 01 78 24 Facility Electronic Operation and Maintenance Support Information (eOMSI) shall

SECTION 01 20 00.00 20 Page 6 result in suspension of all payments under this contract until such time as the contractor provides compliant documentation.

a. Failure to provide the Progress Submittal within 14 calendar days of either the approved schedule showing achievement of…