ATTACHMENT 2- Appendix D_Combined Specs_Signed.pdf

Naval Facilities Engineering Command Mid-Atlantic Norfolk, Virginia

Technical Specifications

Site 00001 – Former Drum Marshalling Area, OU 2 Groundwater

Naval Weapons Industrial Reserve Plant Bethpage, New York

Phase III - Groundwater Treatment System

ISSUED FOR BID

FEBRUARY 2026

Approved for public release: distribution is unlimited.

David.Brayack Stamp

Phase III Groundwater Treatment System 112G08005WE24

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 SCOPE OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

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 79 00 FUNCTIONAL TESTING

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

01 91 13 EQUIPMENT TESTING AND STARTUP

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTRUAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRUCATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

06 71 33 FIBERGLASS REINFORCED PLASTIC (FRP) LADDERS

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND

TUBE RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 BUILDING INSULATION

07 27 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

PROJECT TABLE OF CONTENTS Page 2

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

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

08 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 65 30 RESILIENT BASE AND ACCESSORIES

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 PPE LOCKERS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 48 73 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.19 BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

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

CONTROL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 31 13.00 40 METAL DUCTS

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 3

DIVISION 26 - ELECTRICAL

26 05 00.00 20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 26.00 20 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 71.00 20 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 24 16.00 20 PANELBOARDS

26 24 19.00 20 MOTOR CONTROL CENTERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

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

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23.00 20 COMMUNICATIONS OPTICAL BACKBONE CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 20 SUBBASES FOR FLEXIBLE PAVING

32 11 26 HOT-MIX BITUMINOUS BASE COURSE FOR ROADS AND STREETS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 40 00 TREATMENT PLANT DISCHARGE

33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 40 – PROCESS INTEGRATION

40 60 00 PROCESS CONTROL

PROJECT TABLE OF CONTENTS Page 4

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 10 02 PROCESS PIPING

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 11 00.10 OFF-GAS FANS, BLOWERS AND PUMPS

43 21 13 RECOVERY WELL PUMPS

43 31 13.13 10 LIQUID PHASE GRANULAR ACTIVATED CARBON ABSORPTION SYSTEM

43 41 16.16 40 VERTICAL ATMOSPHERIC FIBERGLASS TANKS

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 30 00 HYDROGEN PEROXIDE CHEMICAL FEED SYSTEMS

46 30 01 WATER AND WASTEWATER CHEMICAL FEED SYSTEMS

46 30 13 ADVANCED OXIDATION PROCESS (AOP)SYSTEM

46 61 00 FILTRATION EQUIPMENT

DIVISION 50 – EQUIPMENT

50 01 01 PROCESS PUMPS

50 02 01 GLASS FUSED TO STEEL BOLTED STORAGE TANK

50 03 01 FLOATING DECANTER

50 04 01 WASTEWATER MONITORING PARSHALL FLUME MANHOLE

50 05 01 OXYGEN AND OZONE SYSTEM

-- End of Project Table of Contents --

PHASE III GROUNDWATER TREATMENT PLANT

01 01 00 - 1

SECTION 01 01 00

SCOPE OF WORK

Specifications provided herein may include references to civil work and piping/conduit associated with the RW9 and RW10A Pipelines and the drainage system for this Project. Specifically, the pipelines, manholes, and conduit from the intersection of Twin Lane and the Treatment Plant site to the RW9 and

RW10A recovery well vaults, including RW9 and RW10A procurement and installation of the vaults, and the recharge basins are being conducted by other. The contractor for the Treatment Plant Site shall be responsible for the procurement and installation of wiring between the Treatment Plant and these remote locations, as well as all piping, controls, and power within the vaults and power supply and control for the remote pumps, instruments, and other equipment within the vaults and the recharge basins. See Attachment 1 for a Summary of current SOW.

PART 1 - GENERAL

1.1 SCOPE OF WORK

1.1.1 The Contractor shall provide all services and materials necessary for the installation of the process equipment and associated appurtenances at the Phase III Ground Water Treatment Facility for treatment of metals, volatile organics and 1,4-Dioxane near the Naval Weapons Industrial

Reserve Plant, located in, Bethpage, New York as shown on the General

Vicinity Map in the Technical Drawings.

1.1.1.1 General Scope of Work

1.1.1.1.1 Section 1: Mobilization and Demobilization

1.1.1.1.2 Section 2: Site Preparation

1.1.1.1.3 Section 3: Process, Treatment, and Instrumentation Systems

1.1.1.1.4 Section 4: Building Systems

1.1.1.1.5 Section 5: Electrical Systems

1.1.1.1.6 Section 6: Process Control System

1.1.1.1.7 Section 7: Site Work and Restoration

1.1.1.1.8 Section 8: Plumbing System

1.1.1.1.9 Section 9: Fire Protection Systems

1.1.1.1.10 Section 10: Special Requirements

1.1.2 The work shall be complete and includes furnishing, as applicable or required, all Contractor’s safety devices, labor, tool, materials, supplies, and services; and performing all operations necessary for or incidental to a complete project in conformance with the attached Basis of Design Report, Technical Drawings, and Technical Specifications.

1.1.3 The Contractor shall furnish all labor, materials, equipment and incidentals to install the above listed systems and equipment, including the piping, wiring, and instrumentation interconnections between all specified components and auxiliary equipment.

01 01 00 - 2

1.1.4 Contractor shall be responsible for the field erection of materials oversized for shipment.

1.2 REFERENCED SPECIFICATIONS

1.2.1 This section refers to all technical specification divisions.

1.3 SUBMITTALS

1.3.1 The Contractor shall submit the following to the RPM/COR and Engineer of Record (EOR) for review, comment, and approval prior to pre-construction meeting in accordance with Section 01330, “Submittals”:

1.3.1.1 Contractor’s markup drawings.

1.3.1.2 Product information for any proposed additions or changes per the

Contractors markup drawings showing all important details, layout of components, materials of construction and dimensions.

1.4 OPERATING INSTRUCTIONS

1.4.1 The initial operations and maintenance of the building and associated processes is part of the Contractor’s Scope of Work. Updating the O&M manual is also not part of the Contractor’s Scope of Work. The Contractor shall turn over the manufacturer’s operating and maintenance instructions that typically accompany equipment to the RPM/COR and EOR.

1.5 TOOLS, SPARE PARTS, AND CONSUMABLES

1.5.1 All special tools, spare parts, and consumables required for normal operation and maintenance shall be furnished in accordance with individual specifications.

1.6 EQUAL PRODUCTS

1.6.1 The Technical Drawings and Technical Specifications are based on a conceptual arrangement of equipment and piping. Should the Contractor propose to furnish equal equipment of a different configuration, the

Contractor shall be responsible for all additions and modifications, as approved by the RPM/COR and EOR, necessary to incorporate the proposed equipment into the design and submit all the affected and revised

Technical Drawings and Technical Specifications for review and approval by the RPM/COR and EOR prior to their implementation.

PART 2 - PRODUCTS

2.1 The Contractor shall ensure that the individual components, piping, wiring, and instrumentation interfaces are strategically located such that the complete system incorporate straight runs of minimum distance, to the extent possible. In addition, the Contractor shall ensure that

01 01 00 - 3 the components and auxiliary equipment fit within the allotted space shown on the Technical Drawings. The Contractor placement of individual units shall allow for adequate access to components within each unit, including instrumentation and valves, to allow for easy maintenance or replacement as may be required.

PART 3 - EXECUTION

3.1 DELIVERY AND STORAGE OF EQUIPMENT

3.1.1 No shipment shall be made until shop drawings have been submitted to and approved in writing by the RPM/COR and EOR.

3.1.2 All units shall be preassembled to the largest extent possible, compatible with transportation limitations and equipment protection considerations. Skid-mounted assemblies shall be shipped complete, to the extent possible. Where absolutely necessary, some piping may be match-marked and broken down in a minimum number of pieces for field assembly by the Contractor. Pressure gauges, local instruments and primary elements, etc., may be removed for protective shipment and shall be installed in field by the Contractor.

3.1.3 For protection of bearings during shipment and installation, the bearings shall be properly processed. Bearings, if pre-lubricated, shall be protected in accordance with the Manufacturer's recommendations against formation of rust while awaiting installation. Bearings which are not pre-lubricated shall be properly treated in accordance with the

Manufacturer's recommendation against formation of rust while waiting installation and start-up by the application of rust preventive treatment.

3.1.4 Manholes, piping, or other fittings shall not be used for lifting.

3.1.5 All lifts for equipment receiving, storage, and placement will be required to comply with NAVFAC Lift Plan requirements.

3.2 INSTALLATION

3.2.1 Installation of units and auxiliary equipment shall be in accordance with the Suppliers and/or Manufacturers' instructions and recommendations, and as described in the Specifications and as shown on the Technical Drawings and approved Contractor markups.

3.3 INTEGRITY INSPECTION AND FIELD TESTING

3.3.1 The Contractor shall perform integrity testing of the new systems, shall be present for initial startup, and shall be present when the new systems are taken on-line with the existing system.

3.3.2 Field inspections and tests may be conducted periodically by the

Contractor during installation. Integrity inspection and field testing

01 01 00 - 4 shall be performed by the Contractor when the installations of the entire systems are complete and ready for testing.

3.3.3 The Contractor shall hydrostatically test the entire treatment/process system by filling it with potable water and perform blow-off testing.

3.3.4 After testing and following the Post-Construction Startup meeting, the

Building and treatment system shall be taken on-line with the Contractor and EOR present at system startup.

3.3.5 Should any part of the new systems fail to perform in accordance with these specifications, the Contractor shall, at his own expense, make such modifications as necessary to provide satisfactory performance of the new systems. If retest still fails to demonstrate conformance with the specifications, the Contracting Officer may elect to require a replacement, a modification, a cost deduction, or a combination of the above.

01 01 00 - 5

SECTION 01 01 00

ATTACHMENT “A” – SCOPE OF WORK

PART A – GENERAL SCOPE OF WORK

Section 1: Mobilization and Demobilization

Mobilization and Demobilization consists of the following construction components:

1. Execute, the approved Contractor Remedial Action Work Plan and as-sociated subplans

2. Execute the Accident Prevention Plan / Health and Safety Plan in-cluding quality control, spill control, health and safety, traffic control, and site security.

3. Provide permits, bonds, warranties, fees, insurance, and other sim-ilar expenses required by the contract.

4. Mobilization and Demobilization of all equipment, tools, materials, supplies, temporary facilities and utilities, and personnel re-quired to perform the work.

5. Compliance with all regulatory requirements.

6. Pre-construction and construction period planning, management, scheduling, submittals, reporting, project closeout, administration and documentation.

7. Close out the project per the Remedial Action Work Plan, Accident

Prevention Plan / Health and Safety Plan, and Performance Work

Statement, including permits, and record drawings.

Section 2: Site Preparation and Temporary Facilities

Site Preparation and Temporary Facilities consist of the following con-struction components:

1. Execute the Erosion and Sedimentation Control Plan, and provide and execute a Dewatering Plan, if needed

2. Stake-out limits of construction locations and other important fea-tures such as water and sewer centerlines, building corners, and fence relocation.

3. Post project and safety signs, temporary security fencing, tree protection fencing, flagging, and other access restrictions

4. Layout and construct the construction laydown area including sta-bilized construction entrance.

01 01 00 - 6

5. Set up the contractor’s office (trailer with power and telephone connections) and coordinate any temporary access and security with the Navy’s onsite plant operator.

6. Clear and grub the site utility areas as shown on the Technical

Drawings.

Section 3: Process, Treatment, and Instrumentation Systems

Process, Treatment, and Instrumentation Systems consists of the following components:

1. Furnish one (1) underground pre-cast valve vault and top access hinged cover (Recovery Well RW8) with piping, valves, fittings for three recovery wells (RW8, RW9, and RW10A) as shown in technical drawings and described in technical specifications. Each valve vault will be dedicated for housing piping, valves and fittings for flow control from set of recovery wells (RW-8, RW-9 and RW-10A).

Piping, conduit, and manholes from the Treatment Plant site to recovery wells RW9 and RW10A, including the vaults and covers for

RW9 and RW10A are by others.

2. Provide, install fully functional ground water extraction pumps P- 8, P-9, P-10A at all three (3) recovery wells. Provide piping con-nections into GWTP building from the existing installed buried groundwater extraction lines from all three recovery wells. All wiring, instruments, and equipment within the conduit, manholes, and vaults are to be provided by the contractor. The treated effluent lines, consisting of piping, manholes, and conduit from

GWTP to stormwater basins as shown on technical drawings and de-scribed in technical specifications are by others.

3. Furnish and install (3) Fiberglass Reinforced Plastic (FRP) vertical storage tanks Equalization tank T-100, LGAC pumping tank

T-410, LGAC backwash supply tank T-500 on concrete pad. Furnish and install all associated inlet, outlet, overflow piping, valves, fit-tings, supports per contract drawing details and specifications.

Provide insulation and jacketing for exposed piping inside the building

4. Furnish and install (1) glass fused Backwash waste steel tank T-550 outside building. Furnish and install all associated inlet, outlet, overflow piping, valves, fittings, supports per contract drawing details and specifications. Provide insulation, jacketing and heat tracing for exposed piping outside the building and insulation and jacketing for exposed piping inside the building.

5. Furnish and install three (3) Multimedia Vertical Pressure Filters (MMF) unit vessels operating in parallel inside the building with piping manifold on concrete pad per contract drawings and specifi-cations. Furnish and install all piping, wiring, valves, and other appurtenances.

6. Furnish and install two (2) Horizontal Cartridge Filters on skid operating in parallel inside the building with inlet and outlet piping connections on a concrete pad per contract drawings and

01 01 00 - 7 specifications. Furnish and install all piping, valves, and other appurtenances. Furnish cartridge elements and appurtenances as per specifications.

7. Furnish and install one (1) Ozone-Hydrogen Peroxide Advance Oxida-tion Process (AOP) system including contact tank or reactor/s on skid, AOP system control and monitoring panels, and complete oxygen and ozone generation system components as shown on drawings and specified herein.

o Furnish and Install two (2) oil free compressors with water-cooled heat exchanger system, condensate drain, piping, valves and appurtenances. Compressors shall be rated for 140 cfm com-pressed air with 50 HP motor, manufactured by Kaeser or approved equal.

o Furnish and Install two (2) heatless desiccant air dryer skid mounted systems with required piping, fittings, valves and ap-purtenances. Air dryer shall be rated for 165 scfm @ 100 psi manufactured by Kaeser or approved equal.

o Furnish and Install two (2) filters for the specified air dryer system.

o Furnish and Install one (1) air buffer tank with sufficient capacity for generating oxygen as specified.

o Furnish and Install one (1) skid mounted a pressure swing ad-sorption (PSA) oxygen generator system. The oxygen generator shall be rated for 621 SCFH to generate sufficient oxygen to meet the ozone loading demand. Oxygen generators shall be manu-factured by AirSep or approved Equal.

o Furnish and Install one (1) oxygen receiving tank for above specified oxygen generator.

o Furnish and install one (1) ozone generator and distributor rated for maximum generation of 6 ppm of ozone, nominal power of 24.6

KW

o Furnish and install one (1) ozone catalytic destructor system for above specified ozone.

o Furnish and install one (1) ozone chiller system rated for 6.7

Tons of cooling, nominal power is 12.84 kW. Chiller shall be manufactured by Motivair or approved equal.

o Furnish and install associated ozone injection tubing, piping, valves, sample ports, hydrogen peroxide static mixer, and ap-purtenances per contract drawings and specifications.

8. Furnish and install one (1) compressor heat exchange break tank T- 650 with approximately 150-gallon capacity along with a 2” Portable water line and a 2” effluent water line after LGAC entering from top of tank as shown on drawings and specifications. Install each pipe with a solenoid valve to open/close these lines based on T-

01 01 00 - 8

650 level. Install 2” drainpipe and condensate from each compressor to floor drain.

9. Furnish and installed three (3) Liquid Phase Granular Activated Carbon (LGAC) unit vessels operating in parallel inside the building with piping manifold on concrete pad per contract drawings and specifications. Furnish and install all piping, wiring, valves, and other appurtenances.

10. Furnish and install two (2) MMF Feed Pumps P-100A/B inside build-ing including entire assembly with piping, valves and flow meters per contract drawings and specifications.

11. Furnish and install two (2) LGAC Feed Pumps P-400A/B inside building including entire assembly with piping, valves and flow meters per contract drawings and specifications.

12. Furnish and install two (2) Backwash supply process pumps P-

500A/B inside building including entire assembly with piping, valves and flow meters per contract drawings and specifications.

13. Furnish and install (2) vertical building sump pumps P-800A/B inside a new concrete sump for building including entire assembly with piping, valves, supports and appurtenances per contract draw-ings.

14. Furnish and install one (1) carbon adsorber vessel and media with vent piping from Equalization tank and LGAC pumping tank.

Include all associated valves, supports and appurtenances per con-tract drawings and specifications.

15. Furnish and install two (2) blowers downstream of carbon adsorber vessel including inlet and outlet connection duct to atmosphere, associated valves, fittings, supports and appurtenances per con-tract drawings and specifications.

16. Furnish and install one (1) side mounted mixer with motor on

Equalization tank T-100 as per contract drawings and specifica-tions.

17. Furnish chemical feed systems for Sodium Hydroxide, Sodium Hy-pochlorite and Hydrogen Peroxide including chemical tank, metering pumps, chemical feed optimizer/analyzers, and monitoring equipment, as shown in the technical drawings and as described in the design technical specifications.

18. Furnish and install all process piping, vent piping, valves and fittings inside building per contract drawings and specifications.

Make all piping connections and required piping support including hangers and pipe clamps as detailed on drawings.

Section 4: Building Systems

The Building Systems consist of the following components:

01 01 00 - 9

1. Furnish buildings, foundations, and interior/exterior concrete slabs on grade as shown in the technical drawings and as described in the design report and technical specifications. This includes equipment pads with anchor bolts, process/treatment system tie-in

(sumps, floor drains, etc.) and under-slab utility coordination.

2. Furnish structural and architectural roof and systems (framing, sheet metal, roof drains, metal decking, hardware, etc.) as shown in the technical drawings and as described in the design report and technical specifications.

Section 5: Electrical Systems

The Electrical Systems consist of the following components:

1. The electrical load for the new Phase III System has been estimated based on the new process equipment shown in the P&ID drawings (Ap-pendix H) and the estimated electrical load is 815A at 480V, 3-phase power system. Considering 15% future growth in accordance with UFC 3-501-01, the estimated load is 940A, so the nearest 80%-rated overcurrent device is 1200A.

2. With above load condition, a 1200A, 277/480V, 3-phase, 3-Wire Ser-vice Entrance Type MCC is proposed. This MCC is served by a utility transformer, which must be designed and provided by the local util-ity company, Public Service Electric and Gas Company Long Island

(PSEGLI).

3. The utility transformer will be approximate 1,000 kilovolt amps.

This utility transformer can be located on southeast side of the proposed building on a concrete pad and be powered by underground utility service from a new utility pole. Proposed pole shall be fed from existing power #W0220717, however exactly source is to be determined by PSEGLI. A utility meter is located on the transformer mounted current transformer cabinet. PSEGLI must be contacted with a "load letter" to coordinate new power service. However, the final decision to feed the utility transformer or the location is decided by PSEGLI.

4. The MCC will be in the designated electrical room (located on the southside of the Phase III System). The MCC consists of ten sec-tions, each section is 20 inches wide by 20 inches deep by 91.5 inches high. This MCC has seven VFDs, two (2) for the equalization tank pumps (P-100A and P-100B), two (2) for LGAC pumps(P-400A and

P-400B), two (2) for the air compressors (AC-610, AC-620), and one

(1) for the RW8 submersible pump (RW8). Other loads for the MCC are indicated in the P&ID drawings and Electrical Single Line draw-ing.

5. The MCC feeds multiple 400A, 277/480V, 3-phase, 3-wire panelboards which power required HVAC and other 480V, 3-phase equipment. Two

208/120V, 3-phase, 4-wire (W) panelboards are also fed from the MCC via a floor mount-dry type transformer. This panelboard feeds all

120V receptacles, lighting, and other 208V, 3-phase or 1-phase equipment/devices.

01 01 00 - 10

6. The control room has an enclosure containing a PLC, SCADA system, and internet/cellular gateway to enable off-the site Phase III Sys-tem process parameters to be monitored and controlled by users authorized by the Navy. A VPN router is used in conjunction with software to configure security and user rights for remote access.

The remote pump-motors (capable of being control locally from their respective VFDs) shall also be controlled and monitored by internet-based software via the PLC/SCADA system.

7. Interior Lighting for the new RE108 plant will be LED controlled by occupancy sensors with override wall switches.

8. Exterior wall of the new treatment building and offices will be provided with LED wall pack fixtures and they will be controlled by photocell, timer and a hand-off-auto switch. Each wall pack will be provided with 90-minute battery for emergency egress lighting.

9. The treatment building and offices will be provided with grounding grid and bonded with the electrical grounding system. The building will be provided with lightning protection system.

The recovery/extraction wells (RW) are in three (3) different locations, two remote and one at the treatment building, as shown in the civil and electrical drawings. Each area has one (1) recovery well and each well is equipped with a submersible pump. Separate power sources serving RW9 and RW10A are approxi-mately 250A, 277/480V, 3-Phase and are local NEMA 3R MCCs. RW8 is immediately adjacent to the primary treatment building and is powered from the treatment building MCC. The power system at each location is controlled and monitored by the PLC/ SCADA system.

Section 6: Process Control System

The Groundwater Treatment Plant (GWTP) Process Control System consists of the following components:

1. Furnish and install a fully tested PLC control system for the new Groundwater Treatment System as described in the contract drawings and technical specifications. PLC panels shall contain the PLC, Remote I/O and necessary equipment to interface with all field instrumentation and the SCADA.

2. Furnish and install all process instrumentation as shown on the contract drawings and described in the technical specifications.

Install all instruments in accordance with vendor specific instal-lation instructions.

3. Furnish and install all conduit, wiring and other fittings for powering and communication of field instrumentation associated with the new groundwater treatment plant control system as described in the contract drawings.

4. Furnish and install all conduit, wiring and other fittings for control and monitoring of the new groundwater treatment system pro-cess equipment.

5. Furnish and install all conduit, wiring and other fittings for

01 01 00 - 11 monitoring of the piping heat trace circuits.

6. Furnish and install all SCADA, remote monitoring and networking equipment as described in the contract drawings and technical spec-ifications, including:

a. Redundant SCADA Servers

b. Operator Workstation

c. Engineers Workstation

d. Network Attached Storage (NAS) backup

e. Color all-in-one printer

f. Ethernet Switches

g. Firewall

7. Provide for all PLC/SCADA programming, networking equipment con-figuration, remote monitoring equipment configuration and remote alarm notification software as described in the technical specifi-cations. Program all control systems in accordance with the Process

Control Description Section of specification 40 60 00. Include all software licenses as needed to make future modifications.

8. Provide for all screen development for HMI screens required for the groundwater treatment system.

9. Provide for overall system functional testing and control system training as described in the technical specifications.

10. Provide and coordinate new FIOS internet connection and service plan with Verizon for the new Ground Water Treatment Plant (GWTP).

The Office Building consists of the following components:

11. Provide and coordinate new FIOS internet connection and service plan with Verizon for the new Office Building at the new groundwater treatment system site. This connection shall be separate from the new GWTP FIOS connection. The Office and GWTP networks shall not be interconnected.

12. Furnish and install all office networking equipment as described in the contract drawings.

13. Provide for testing of the installed network system components and wiring.

Section 7: Site Work and Restoration

The Site Work and Restoration consist of the following components:

01 01 00 - 12

1. Furnish all earthwork, including pad excavation and site re-grad-ing, as shown in the technical drawings and as described in the design report and technical specifications.

2. Furnish site utilities, including trenching, as shown in the tech-nical drawings and as described in the design report and technical specifications. This includes stormwater system tie-ins, water service lines, sanitary sewer lines and electrical lines. All utilities outside 5 feet of the exterior of the building, as well as the roof drain tie-ins, may be considered “site work”.

3. Furnish all seeding and sodding (topsoil) per technical drawings.

4. Provide fencing around the site consisting of 6-foot chain link along the north, west, and east sides of the site, and a 6-foot aluminum ornamental fence along the south side of the side. Provide an electric slide gate for access to Twin Lane, and a swing gate for access to the tower on the north side of the site.

5. Remove all remaining temporary features such as the office trailer, temporary utilities, laydown area, and stabilized construction en-trance.

6. Repair or replace fence, grass, or other permanent site features that were disrupted during construction to visual acceptance or otherwise working condition.

7. Remove all remaining erosion and sediment control, dewatering, and temporary features once the site is stabilized.

8. Close out Erosion and Sediment Control Plan and Dewatering Plan

Section 8: Plumbing System

The plumbing system consists of the following components:

1. For the GWTP a 4-inch sanitary pipe will serve the toilet room. The discharge will be directed outside the building, connecting to the site's main sanitary piping.

2. Multiple floor drains within the facility, serving the treatment plant, will be routed and discharged to a process sump pump.

3. The toilet room will be equipped with a lavatory sink, a low-capacity 1.6-gallon per flush water closet, shower and a floor drain. The janitor’s closet will have a mop sink. A proposed 50-gallon electric water heater will provide domestic hot water for the facility. The system will include a recirculating pump and piping to ensure prompt and efficient hot water delivery.

4. Multiple non-potable water hose bibbs shall be installed at designated locations throughout the treatment plant. Non-potable water will be conveyed from BWS Tank

01 01 00 - 13

T-500 to each hose bibb through a dedicated pumped distribution line. The system shall be configured to provide reliable supply pressure and flow to all hose bibbs.

5. Natural gas is unavailable to the site; therefore, the domestic water heater will be powered by electricity.

6. Emergency eye washes and emergency showers combos are strategically located throughout the facility to address emergency situations promptly.

7. Stormwater will be retained on-site and directed to dry wells.

8. In addition to the GWTP there will be a standalone office building.

A 4-inch sanitary pipe will serve the office building. The discharge will be directed outside the building, connecting to the site's main sanitary piping. A 2” domestic cold water pipe will be run from the GWTP to serve the office building.

9. The office building toilet room will be equipped with a lavatory sink, a low-capacity 1.6-gallon per flush water closet and a floor drain. A kitchen sink will be provided for the Break Room and a utility sink and floor drain will be provided for the Storage Room.

A proposed 6-gallon electric water heater will provide domestic hot water for the office building.

Section 9: Fire Protection Systems

Fire Protection systems consist of an addressable fire alarm system and a wet-pipe fire sprinkler system.

The fire alarm system shall consist of the following:

1. Furnish and install a new, complete addressable fire alarm system as shown in the technical drawings and as described in the technical specifications. This includes coordination with Owner and a local alarm system provider.

2. The fire alarm system shall consist of a control panel with battery backup, initiating devices including manual pull stations and smoke detectors, notification appliances including audio/visual horn, strobe, and combination horn strobe devices throughout the facil-ity.

3. The fire pump and sprinkler system shall be monitored by the fire alarm system. Fire alarm devices related to these systems, such as waterflow and tamper switches shall be provided by the sprinkler system installer. Wiring to be completed by the fire alarm system installer.

01 01 00 - 14

4. Provide all miscellaneous material and components for a complete system including, but not limited to, wiring conduit, J-boxes, etc.

5. All fire alarm, supervisory, and trouble signals shall be sent through the fire alarm control panel to a receiving station by way of wireless transmitter (cellular communicator), IP, and/or dedi-cated phone lines or as otherwise determined by the local alarm system provider.

6. The contractor is responsible for all permits, inspections, tests, and approvals related to the fire alarm system as required by all authorities having jurisdiction.

The fire suppression system shall consist of the following:

1. Furnish and install a complete automatic wet-pipe fire sprinkler system as shown in the technical drawings and as described in the technical specifications. Fire sprinkler protection shall be pro-vided throughout the entire facility.

2. The complete sprinkler installation shall include the following components:

a. All control valves, check valves, double check backflow pre-venter, alarm and supervisory valves and switches.

b. Waterflow alarm bell, flow switch, apparatus and tie-in to the building fire alarm system. Wiring to be completed by the fire alarm system installer.

c. All piping, valves, fittings, and sprinklers including spare sprinklers for the spare sprinkler cabinet.

d. All inserts, hangers, and supports for piping and equipment.

e. All exposed sprinkler piping shall be primed and painted with two (2) coats of approved red color.

f. Provide all miscellaneous material and components for a com-plete system.

3. Provide a fire department connection (FDC) with two 2-1/2” hose inlet connections.

4. Provide a backflow preventer test header connection with six 2-1/2” hose valve connections, or one hose valve connection for each 250

GPM of system demand or fraction thereof.

01 01 00 - 15

5. Furnish and install a new electric, horizontal split case fire pump rated for 1,000 GPM at 40 PSI to serve the fire sprinkler system.

Complete fire pump installation shall include the following:

a. Horizontal split case fire pump.

b. All piping, control valves, check valves, alarm and supervi-sory valves and switches.

c. Soft start fire pump controller complete with fire alarm mon-itoring points and pressure sensing lines.

d. Pressure maintenance (jockey) pump complete with isolation valves, check valve, and jockey pump controller.

e. Fire pump test header and flow meter. Piping shall be arranged to ensure the test header for the backflow preventer can be used as the test header for the fire pump as indicated in the technical drawings.

f. Provide all miscellaneous material and components for a com-plete system.

6. The contractor is responsible for all permits, inspections, tests, and approvals related to the fire pump and fire sprinkler system as required by all authorities having jurisdiction.

Section 10: Special Requirements

Contractor shall include in the Bid the following:

1. Include an allowance for programming of the plant PLC to com-municate with the vendor supplied PLC for monitoring and control of equipment.

END OF SECTION

PHASE I I I GROUNDWATER TREATMENT PLANT

SECTI ON 01 14 00

WORK RESTRI CTI ONS

11/ 11

PART 1 GENERAL

1. 1 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Li st of Cont act Per sonnel ; G

1. 2 CONTRACTOR ACCESS AND USE OF PREMI SES

1. 2. 1 Act i v i t y Regul at i ons

Ensur e t hat Cont r act or per sonnel empl oyed on t he wor k s i t e become f ami l i ar wi t h and obey wor k s i t e r egul at i ons i ncl udi ng saf et y, f i r e, t r af f i c and secur i t y r egul at i ons. Wear har d hat s i n desi gnat ed ar eas. Mar k Cont r act or equi pment f or i dent i f i cat i on.

1. 2. 1. 1 Subcont r act or s and Per sonnel Cont act s

Pr ovi de a l i s t of cont act per sonnel of t he Cont r act or and subcont r act or s i ncl udi ng addr esses and t el ephone number s f or use i n t he event of an emer gency. As changes occur and addi t i onal i nf or mat i on becomes avai l abl e, cor r ect and change t he i nf or mat i on cont ai ned i n pr evi ous l i s t s.

1. 2. 1. 2 No Smoki ng Pol i cy

Smoki ng i s pr ohi bi t ed wi t hi n al l bui l di ngs on t he wor k s i t e. Thi s appl i es t o f i el d t r ai l er s and bui l di ngs under const r uct i on. Di scar di ng t obacco mat er i al s ot her t han i nt o desi gnat ed t obacco r ecept acl es i s consi der ed l i t t er i ng and i s subj ect t o f i nes. The Const r uct i on Fi el d Super vi sor wi l l i dent i f y desi gnat ed smoki ng ar eas.

1. 2. 2 Wor ki ng Hour s

Rout i ne and non- r out i ne wor ki ng hour s ar e pr ovi ded i n t he NAVFAC PWS.

1. 2. 3 Ut i l i t y Cut over s and I nt er r upt i ons

a. Make ut i l i t y cut over s and i nt er r upt i ons af t er nor mal wor ki ng hour s or on Sat ur days, Sundays, and Gover nment hol i days. Conf or m t o pr ocedur es r equi r ed i n par agr aph WORK OUTSI DE REGULAR HOURS.

b. Ensur e t hat new ut i l i t y l i nes ar e compl et e, except f or t he connect i on, bef or e i nt er r upt i ng exi st i ng ser vi ce.

c. I nt er r upt i on t o wat er , sani t ar y sewer , st or m sewer , t el ephone ser vi ce, el ect r i c ser vi ce, and gas ser vi ce ar e consi der ed ut i l i t y cut over s pur suant t o t he par agr aph WORK OUTSI DE REGULAR HOURS.

SECTI ON 01 14 00 Page 1

d. Connect i on t o Exi st i ng Sani t ar y Sewer Li ne: Pr ovi de posi t i ve ver i f i cat i on t hat t he exi st i ng l i ne conveys sani t ar y sewer ; ver i f y l i ne i s not i ncor r ect l y connect ed t o a st or m dr ai n.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

- - End of Sect i on - -

SECTI ON 01 14 00 Page 2

SECTI ON 01 30 00

ADMI NI STRATI VE REQUI REMENTS

08/ 15

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

1. 2 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Vi ew Locat i on Map; G

Pr ogr ess and Compl et i on Pi ct ur es; G

1. 3 VI EW LOCATI ON MAP

Submi t , pr i or t o or wi t h t he f i r st di gi t al phot ogr aph submi t t al s, a sket ch or dr awi ng i ndi cat i ng t he r equi r ed phot ogr aphi c l ocat i ons. Updat e as r equi r ed i f t he l ocat i ons ar e moved.

1. 4 PROGRESS AND COMPLETI ON PI CTURES

Phot ogr aphi cal l y document s i t e condi t i ons pr i or t o st ar t of const r uct i on oper at i ons. I ncl ude aer i al phot ogr aphs. Pr ovi de mont hl y, and wi t hi n one mont h of t he compl et i on of wor k, di gi t al phot ogr aphs, 1600x1200x24 bi t t r ue col or i n JPEG f i l e f or mat showi ng t he sequence and pr ogr ess of wor k.

Take a mi ni mum of 20 di gi t al phot ogr aphs each week t hr oughout t he ent i r e pr oj ect f r om a mi ni mum of t en v i ews f r om poi nt s l ocat ed by t he Cont r act i ng Of f i cer . Submi t wi t h t he mont hl y i nvoi ce t wo set s of di gi t al phot ogr aphs, each set on a separ at e compact di sc ( CD) or dat a ver sat i l e di sc ( DVD) , cumul at i ve of al l phot os t o dat e. I ndi cat e phot ogr aphs demonst r at i ng envi r onment al pr ocedur es. Pr ovi de phot ogr aphs f or each mont h i n a separ at e mont hl y di r ect or y and name each f i l e t o i ndi cat e i t s l ocat i on on t he vi ew l ocat i on sket ch. Al so pr ovi de t he vi ew l ocat i on sket ch on t he CD or DVD as a di gi t al f i l e. I ncl ude a dat e desi gnat or i n f i l e names. Cr oss r ef er ence submi t t al s i n t he appr opr i at e dai l y r epor t . Phot ogr aphs pr ovi ded ar e f or unr est r i ct ed use by t he Gover nment .

SECTI ON 01 30 00 Page 1

1. 5 MI NI MUM I NSURANCE REQUI REMENTS

Pr ovi de t he mi ni mum i nsur ance cover age r equi r ed by FAR 28. 307- 2 Li abi l i t y , dur i ng t he ent i r e per i od of per f or mance under t hi s cont r act . Pr ovi de ot her i nsur ance cover age as r equi r ed by St at e l aw.

1. 6 SUPERVI SI ON

1. 6. 1 Mi ni mum Communi cat i on Requi r ement s

Have at l east one qual i f i ed super i nt endent , or compet ent al t er nat e, capabl e of r eadi ng, wr i t i ng, and conver si ng f l uent l y i n t he Engl i sh l anguage, on t he j ob- si t e at al l t i mes dur i ng t he per f or mance of cont r act wor k. I n addi t i on, i f a Qual i t y Cont r ol ( QC) r epr esent at i ve i s r equi r ed on t he cont r act , t hen t hat i ndi v i dual must al so have f l uent Engl i sh communi cat i on ski l l s .

1. 6. 2 Super i nt endent Qual i f i cat i ons

The pr oj ect super i nt endent must have a mi ni mum of 10 year s exper i ence i n const r uct i on wi t h at l east 5 of t hose year s as a super i nt endent on pr oj ect s s i mi l ar i n s i ze and compl exi t y. The i ndi v i dual must be f ami l i ar wi t h t he r equi r ement s of EM 385- 1- 1 and have exper i ence i n t he ar eas of hazar d i dent i f i cat i on and saf et y compl i ance. The i ndi v i dual must be capabl e of i nt er pr et i ng a cr i t i cal pat h schedul e and const r uct i on dr awi ngs. The qual i f i cat i on r equi r ement s f or t he al t er nat e super i nt endent ar e t he same as f or t he pr oj ect super i nt endent . The Cont r act i ng Of f i cer may r equest pr oof of t he super i nt endent ' s qual i f i cat i ons at any poi nt i n t he pr oj ect i f t he per f or mance of t he super i nt endent i s i n quest i on.

For r out i ne pr oj ect s wher e t he super i nt endent i s per mi t t ed t o al so ser ve as t he Qual i t y Cont r ol ( QC) Manager as est abl i shed i n Sect i on 01 45 00. 00 20 QUALI TY CONTROL, t he super i nt endent must have qual i f i cat i ons i n accor dance wi t h t hat sect i on.

1. 6. 2. 1 Dut i es

The pr oj ect super i nt endent i s pr i mar i l y r esponsi bl e f or managi ng and coor di nat i ng day- t o- day pr oduct i on and schedul e adher ence on t he pr oj ect .

The super i nt endent i s r equi r ed t o at t end NAVFAC Red Zone meet i ngs, par t ner i ng meet i ngs, and qual i t y cont r ol meet i ngs. The super i nt endent or qual i f i ed al t er nat i ve must be on- si t e at al l t i mes dur i ng t he per f or mance of t hi s cont r act unt i l t he wor k i s compl et ed and accept ed.

1. 6. 3 Non- Compl i ance Act i ons

The Pr oj ect Super i nt endent i s subj ect t o r emoval by t he Cont r act i ng Of f i cer f or non- compl i ance wi t h r equi r ement s speci f i ed i n t he cont r act and f or f ai l ur e t o manage t he pr oj ect t o i nsur e t i mel y compl et i on.

Fur t her mor e, t he Cont r act i ng Of f i cer may i ssue an or der st oppi ng al l or par t of t he wor k unt i l sat i sf act or y cor r ect i ve act i on has been t aken. No par t of t he t i me l ost due t o such st op or der s i s accept abl e as t he subj ect of c l ai m f or ext ensi on of t i me f or excess cost s or damages by t he Cont r act or .

1. 7 PRECONSTRUCTI ON MEETI NG

Af t er awar d of t he cont r act but pr i or t o commencement of any wor k at t he s i t e, meet wi t h t he Cont r act i ng Of f i cer t o di scuss and devel op a mut ual

SECTI ON 01 30 00 Page 2 under st andi ng r el at i ve t o t he admi ni st r at i on of t he val ue engi neer i ng and saf et y pr ogr am, pr epar at i on of t he schedul e of pr i ces or ear ned val ue r epor t , shop dr awi ngs, and ot her submi t t al s, schedul i ng pr ogr ammi ng, pr osecut i on of t he wor k, and cl ear expect at i ons of t he " I nt er i m DD For m 1354" Submi t t al . Maj or subcont r act or s who wi l l engage i n t he wor k must al so at t end.

1. 8 FACI LI TY TURNOVER PLANNI NG MEETI NGS ( NAVFAC Red Zone - NRZ)

Meet wi t h t he Gover nment t o i dent i f y st r at egi es t o ensur e t he pr oj ect i s car r i ed t o expedi t i ous c l osur e and t ur nover t o t he Cl i ent . St ar t t he t ur nover pr ocess at t he Pr e- Const r uct i on Conf er ence meet i ng wi t h a di scussi on of t he NAVFAC Red Zone ( NRZ) pr ocess and convene at r egul ar l y schedul ed NRZ Meet i ngs. I ncl ude t he f ol l owi ng i n t he f aci l i t y Tur nover ef f or t :

1. 8. 1 NRZ Checkl i st

a. Cont r act i ng Of f i cer ' s Techni cal Repr esent at i ve ( COTR) wi l l pr ovi de t he Cont r act or a copy of t he NRZ Checkl i st t empl at e pr i or t o 75 per cent compl et i on.

b. Pr i or t o 75 per cent compl et i on add/ del et e cr i t i cal act i v i t i es t o t he NRZ Checkl i st t empl at e as necessar y t o mat ch t he pr oj ect scope, and schedul e cr i t i cal act i v i t i es and i nser t pl anned compl et i on dat es i n t he NRZ checkl i st f or each cr i t i cal act i v i t y. Pr esent t he NRZ Checkl i st t o COTR and r evi ew dur i ng a r egul ar l y schedul ed QC Meet i ng.

1. 8. 2 Meet i ngs

a. Upon Gover nment accept ance of t he NRZ Checkl i st , t he Pr oj ect Super i nt endent i s r equi r ed t o l ead r egul ar NRZ Meet i ngs begi nni ng at appr oxi mat el y 75 per cent pr oj ect compl et i on, or t hr ee t o s i x mont hs pr i or t o Benef i c i al Occupancy Dat e ( BOD) , whi chever comes f i r st .

b. The Cont r act i ng Of f i cer wi l l det er mi ne t he f r equency of t he meet i ngs, whi ch i s expect ed t o i ncr ease as t he pr oj ect compl et i on dr aws near er .

c. Usi ng t he NRZ Checkl i st as a Pl an of Act i on and Mi l est ones ( POAM) and basi s f or di scussi on, r evi ew upcomi ng cr i t i cal act i v i t i es and st r at egi es t o ensur e wor k i s compl et ed on t i me.

d. Coor di nat e wi t h t he COTR any upcomi ng act i v i t i es t hat r equi r e Gover nment i nvol vement .

e. Mai nt ai n t he NRZ Checkl i st by document i ng t he act ual compl et i on dat es as wor k i s compl et ed and updat e t he NRZ Checkl i st wi t h r evi sed pl anned compl et i on dat es as necessar y t o mat ch pr ogr ess. Di st r i but e copi es of t he cur r ent NRZ Checkl i st t o at t endees at each NRZ Meet i ng.

1. 9 ELECTRONI C MAI L ( E- MAI L) ADDRESS

Est abl i sh and mai nt ai n el ect r oni c mai l ( e- mai l ) capabi l i t y al ong wi t h t he capabi l i t y t o open var i ous el ect r oni c at t achment s as t ext f i l es, pdf f i l es, and ot her s i mi l ar f or mat s. Wi t hi n 10 days af t er cont r act awar d, pr ovi de t he Cont r act i ng Of f i cer a s i ngl e ( onl y one) e- mai l addr ess f or el ect r oni c communi cat i ons f r om t he Cont r act i ng Of f i cer r el at ed t o t hi s cont r act i ncl…