Pinecastle B149 HVAC Repl SOW .docx

PUBLIC WORKS DEPARTMENT JACKSONVILLE

NAVAL AIR STATION JACKSONVILLE, FLORIDA

REFERENCE SRF#: 18927786

Pinecastle (Bombing Range Support Bldgs.) HVAC Replacement

CONSTRUCTION TIME: 4 Weeks / 28 Days

ADMINISTRATION/SUBMITTAL TIME: 45 Days

TOTAL CONTRACT TIME: 73 Days

REQUIRED COMPLETION TIME/DATE: N/A

Project Package Prepared by:

GENERAL PARAGRAPHS

GENERAL DESCRIPTION:

The contractor shall provide all labor, material, equipment, transportation and supervision necessary to replace two (2) HVAC Systems and Install a new 3-Ton CRAC Unit at Pinecastle (Bombing Range Complex) Altoona, FL. The HVAC Systems are located at Bldg. 149/L. See Attached Pictures

Recovered R-22 shall remain the property of the Navy. Contractor shall utilize EPA-Certified Refrigerant Recovery Equipment to recover R-22 and collect it in Department of Transportation (DOT) approved recovery containers. Work shall be performed by a technician that has the proper level of EPA Refrigeration Technician Certification for the equipment being serviced. Recovery container(s) shall be new or in a clean state. Do not use containers that are in poor condition or are known to be contaminated with foreign substances. Recovered R-22 refrigerant shall be turned over to the Navy for shipment to the Ozone Depleting Substance Reserve in Richmond, VA.

Recovery of a refrigerant other than R-22 (for example, R-134a, R-404a, R-410a, etc.) shall be performed by the contractor by utilizing EPA-Certified Refrigerant Recovery Equipment to collect it in Department of Transportation (DOT) approved recovery containers. Work shall be performed by a technician that has the proper level of EPA Refrigeration Technician Certification for the equipment being serviced. Recovery container(s) shall be new or in a clean state. Do not use containers that are in poor condition or are known to be contaminated with foreign substances. The contractor shall be responsible for turning recovered refrigerant over to an EPA-Certified Refrigerant Reclaimer.

In no instance shall intentional venting of any refrigerant occur.

All conduits will be EMT (Electrical Metallic Tubing) and shall have compression fittings (with exception to Metal Flexible Conduit, Metallic Flexible Weathertite and Rigid where required). All new electrical wiring shall be a minimum of AWG 12 copper. All new electrical work shall be in accordance with The Latest Version of the NEC. All electrical devices shall be recessed no surface mounting allowed. Conduit shall not be permitted as an equipment grounding conductor.

PROJECT DURATION:

Construction Time: 28 Days

Administration/Submittal Time: 45 Days

Total Contract Time: 73 Days

WORKING HOURS:

Normal working hours for projects are between 7:00 a.m. until 3:30 p.m., Monday thru Friday, excluding Saturday, Sunday and Federal holidays, unless otherwise specified.

WORK OUTSIDE REGULAR WORKING HOURS:

If the Contractor desires to work outside of regular working hours, or on a Saturday, Sunday or Holiday, he/she shall submit a written application to the Contracting Officer at least 15 calendar days in advance. The Contracting Officer will return their approval or disapproval to the contractor within 5 calendar days.

MINIMUM WAGE RATES:

The minimum wages required to be paid for work are addressed in contract.

DEFINITIONS:

Where "as shown", "as indicated", "as detailed", or words of similar import are used, it shall be understood that reference to the drawings accompanying this Specification is made unless stated otherwise. Where "as directed", "as required", "as permitted", "approved", "acceptance", or words of similar import are used, it shall be understood that the direction, requirements, permission, approval, or acceptance of the Contracting Officer is intended unless stated otherwise. As used herein, "provide" shall be understood to mean, "provide complete in place", that is "furnish and install".

Where “replace” is used, it is understood to mean the contractor shall remove and dispose of the existing item and all of its supporting hardware or supplementary components referenced as described and to provide and install a new item in place of the existing item removed.

REGULATORY AND CODE REQUIREMENTS:

All work performed, including disposal of waste/debris, shall comply with the current version (at time of award) of all applicable Federal, State and local requirements of the Environmental Protection Agency (EPA), Occupational Safety & Health Administration (OSHA), NAS Jacksonville Instruction OPNAVINST 5090.1D, USACE EM 385-1-1 and the UFC 1-200-01 and all code references of UFC or UFGS i.e. International Building Code (IBC), International Existing Building Code (IEBC).

HEIGHTENED REQUIREMENTS:

UFGS-07 52 00 current guide specification at time of contract award shall be followed for modified bitumen sheet roofing systems for all hot mopped asphalt, torch applied, hot air, and cold-applied adhesive applications. Due to the potential for fires during Modified Bituminous Membrane Roofing installations, torch application of the roofing system is prohibited when the roof deck and /or the materials used in the installation of the roofing system (wood blocking, cant strips, curbs, etc.) are “combustible” as defined by NFPA 101.

SUPERVISION:

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a separate Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills. Most projects of this size and awarded by the Facilities Engineering and Acquisition Division (FEAD) will have a single individual that will function in three capacities of Superintendent, Safety Office and Quality Control Manager. Deviations from this arrangement will be indicated in the Statement of Work section.

PRECONSTRUCTION CONFERENCE:

Prior to construction or demolition start, a meeting will be conducted with representatives of the Contracting Officer to discuss and develop mutual understanding relative to administration of the safety programs, environmental issues, safety of building occupants and surrounding area, hazardous materials, waste disposal, construction QC procedures, construction schedule, labor provisions and other construction phase contract procedures.

SCHEDULES:

The default schedule required is a Bar Chart. If Network Analysis Schedule (NAS) is required, it shall be specified in the Statement of Work section. Within fifteen (15) working days from time of award, prepare and submit to the Contracting Officer for acceptance a Baseline Schedule in the form of a Bar Chart or NAS in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract. Acceptance of an error frees Baseline Schedule and updates are a condition precedent to processing the Contractor's pay request.

SCHEDULE FORMATS

The Contractor shall use the critical path method (CPM) to schedule and control project activities. The schedule shall be built as follows:

The Project Schedule shall show submittals, government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended; each activity shall have predecessor and successor ties.

Each activity shall be assigned its appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code.

Date/time constraint(s) and/or lags, other than those required by the contract, shall not be allowed unless accepted by the Contracting Officer. The Contractor shall include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date". The "Contract Completion Date" milestone shall have a "Mandatory Finish" constraint equal to the contract completion date.

Submit all schedules and updates in electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the governments scheduling program.

SCHEDULE UPDATES

Update the Construction schedule at monthly intervals or when the schedule has been revised. The updated schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed.

SAFETY REQUIREMENTS:

The provisions of the Department of the Army Corps of Engineers', "Safety and Health Requirements Manual", EM-385-1-1 latest edition shall apply to the work under this contract. OSHA 29 CFR 1910 and OSHA 29 CFR 1926 shall apply.

In addition to the detailed requirements included in the provisions of this contract, work performed shall comply with USACE EM 385-1-1, and federal, state, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements shall apply.

EMR and DART Neither Contractor nor any subcontractor shall enter into contract with any subcontractor who fails to meet the following requirements. The term subcontractor in the following paragraphs shall mean all subcontractors on the project, whether in contract with the Contractor or any subcontractor.

a. No subcontractor on the project shall have an effective EMR greater than 1.10 when entering into a subcontract agreement with the prime contractor or a subcontractor at any tier as computed by the National Council on Compensation Insurance (NCCI) or if not available, as computed by the state agency’s rating bureau in the state where the subcontractor is registered.

b. No subcontractor on the project shall have a DART rate calculated from the most recent, complete calendar year greater than 3.0 when entering into a subcontract agreement with the prime contractor or a subcontractor at any tier.

c. Prime Contractor may submit a written request for additional consideration to the Contracting Officer where the specified acceptable range/rate cannot be achieved for a particular subcontractor whose performance is uniquely critical to the construction project. Relaxation of the range/rate shall only be considered and/or granted on a case-by-case basis for special conditions and shall not be anticipated as tacit approval.

Prior to commencement of the work, the Contractor shall meet in conference with representatives of the Contracting Officer to discuss and develop mutual understandings relative to the administration of the safety program.

Accident Notifications Notify the Contracting Officer as soon as practical, but no more than four hours after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, property damage equal to or greater than $2,000, or any weight handling equipment accident. A full written report in CIRS/ESAMS shall be completed within 5 work days.

Near Misses:

Contractor shall report to the applicable Government Designated Authority (GDA) all near misses that occur during the contract timeframe, through the electronic format provided by the GDA.

Radiation Safety Requirements:

License Certificates for radiation materials and equipment shall be submitted to the Contracting Officer and Radiation Safety Office (RSO), and Contracting Oversight Technician (COT) for all specialized and licensed material and equipment that could cause fatal harm to construction personnel or to the construction project.

In accordance with EM 385-1-1 (appropriate portions):

The Contractor is required to submit for acceptance an Accident Prevention Plan for the project and an Activity Hazard Analysis for each definable feature of work prior to start of work. Work shall not commence until the Accident Prevention Plan and the Activity Hazard Analysis are accepted.

The contractor is required to have at least one qualified superintendent capable of reading, writing, and conversing fluently in the English language on the job site during working hours or whenever work is in progress. If a qualified superintendent is NOT in control of the job site, the work will be shut down and the site secured until corrective measures have been taken and approved by the Contracting Officer. A minimum of two personnel are required on the project whenever work is in progress.

The Contractor shall provide a Safety oversight team that includes a minimum of one (1) person at each project site to function as the Safety and Health Officer (SSHO). The SSHO will typically also function as the project superintendent. The SSHO must meet the requirements of EM 385-1-1 section 1 and ensure that the requirements of 29 CFR 1926.16 are met for the project. The SSHO or an equally qualified Designated Representative/alternate shall be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO's training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17, entitled SITE SAFETY AND HEALTH OFFICER (SSHO), and all associated sub-paragraphs.

All weight handling equipment used for suspended loads (e.g. cranes, hoists, Lull’s, Forklifts, JLG’s, etc., including hydraulic excavators if used for such purposes) will be inspected and approved prior to the commencement of work on NAVFAC job sites. Any crane/hoist work involving critical lifts, including personnel lifts require special attention/review/approval.

The use of fall protection devices, full body harnesses, lanyards, and anchorages shall meet the requirements in the fall protection section of the EM 385 or appropriate OSHA standard, whichever is more stringent.

All confined space work requires inspections and air quality testing/monitoring by a competent person as well as rescue capability.

All excavations require dig permit approval and job specific AHA’s relative to trenching depth, soil type, benching/sloping, egress, and rescue provisions as appropriate.

The use of any type of respiratory protection above/beyond the level of “voluntary use” dust masks used for nuisance dust will trigger the need for a site specific Respiratory Protection Program to be included in the accident prevention plan. The site specific plan will include medical evaluations, medical surveillance, and fit testing elements as applicable, whether air purifying or supplied air devices are used.

Energized Work:

Submit Electrical Work Request, Plan of Operations and Electrical AHA 45-days prior to work commencing. Submittals shall comply with NFPA 70E, IEEE C2, and EM 385-1-1 requirements.

Hot Work:

Prior to performing "Hot Work" (e.g., welding, cutting) or operating other flame-producing/ spark-producing devices, request a written permit from the Fire Division. Contractors are required to meet all criteria before a permit is issued. It is mandatory to have a designated FIRE WATCH for any "Hot Work" done at this activity. The Fire Watch shall be trained in accordance with NFPA 51B and remain on location for the duration of the Hot Work Permit.

SECURITY REQUIREMENTS:

Installation Access:

The contractor shall comply with all NAS JAX security requirements to obtain access to the work area. Ensure that Contractor personnel employed on this Activity become familiar with and obey Activity regulations. Stay 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. The Contractor’s equipment shall be conspicuously marked for identification.

Commander, Navy Installations Command (CNIC), has established the Defense Biometric Identification System (DBIDS) credentialing for contractors, vendors, and suppliers requiring access to Navy Installations in the Continental United States in order to comply with various Department of Defense security and base access policies. Users may obtain a DBIDS credential by visiting the Navy Installation Visitor Control Center. There are no fees incurred by the contractor, vendor, or supplier to obtain a DBIDS credential. The requirements for obtaining DBIDS are as follows:

The Company Enrollment in the DBIDS Program at NAS JAX form shall be completed and submitted to the Naval Air Station Jacksonville Security Department. The sponsor listed on the form shall be the Contracting Officer or Contracting Officer Authorized Representative/Contracting Officer Representative. Please note that DBIDS credentials will only be issued to personnel requiring access to the installation for a period of 31-days or more. Additional details may be found at the Commander, Navy Installations Command website at https://www.cnic.navy.mil/om/dbids.html, or by calling 1-877-727-4342.

Flight-line Access and Ramp Stamp Training:

If the project location is within the boundaries of the Airfield Flight line these additional security and training requirements apply: "Ramp Stamp" training is required for all personnel that will work inside the flight line. Ramp Stamp training is approximately 4-hours in length and can be coordinated through the Contracting Officer. The training is taught by the Navy and there is no fee associated with it.

Additionally, personnel who will be driving vehicles onto the airfield will need to obtain a "Flight Line Badge" in addition to the Ramp Stamp. These personnel will be subjected to an additional background screening and credentialing that is totally separate from that which is completed to gain access on the Installation (via DBIDS Program). There is no charge for the flight line background screening, but the process may take 90-120 calendar days before approval is obtained.

Fleet Readiness Center Southeast (FRCSE) Access:

Projects within the FRCSE fence line also involve an additional badging process by their command. There is no fee associated with this badging process. An application will be provided to the contractor at the preconstruction meeting and upon completion and submission; badges are available within five (5) calendar days.

SEVERE WEATHER ACTIONS:

Severe Weather Warnings of gale force winds or stronger when issued, the Contractor shall take every practicable precaution to minimize the danger to persons, to the work, and the adjacent property. These precautions shall include closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding, securing field trailers and other appropriate equipment and other temporary work.

LOCATION OF UNDERGROUND UTILITIES:

Obtain digging permits prior to start of excavation by submitting a request to the Contracting Officer 21 calendar days in advance of desired date to commence excavation. Dig Permits shall be maintained and updated by the contractor throughout the duration of the project. Notify the contracting office at least 48 hours prior to starting excavation work.

CONTRACTOR PRODUCTION REPORT/CONTRACTOR QUALITY CONTROL REPORT:

The Contractor will be required to submit these reports on the forms furnished for this purpose. The forms shall be completed daily and delivered to the Contracting Officer daily. Data to be reported includes data on workers by classification, the move on and move off of construction equipment furnished by the prime and subcontractors or furnished by the Government, and materials and equipment delivered to the site. The contractor is also required to submit certified payrolls for prime and all subcontractors and submit them to the Engineering Technician weekly. (NOTE: This applies to construction contracts only).

MATERIALS AND WORK:

Materials and work not specifically mentioned herein, but necessary for the proper service, operation or completion of the specified work, shall be furnished without additional cost to the Government. The finished product must be a complete and usable system. Materials and accessories shall be furnished and installed in strict accordance with the specifications, listings and manufacturer's recommendations.

INTERRUPTION OF UTILITY SERVICES:

a Utility cutovers and interruptions are to be made after normal working hours or on Saturdays, Sundays, and Government holidays. Request outages by notifying Contracting Officer 30 calendar days prior to planned outage date(s).

b Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

d. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and other communications infrastructure shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

e. Regarding the securing of various services and utilities during construction projects. Outages within a building or site are the responsibility of the prime contractor including but not limited to the coordination, providing of a qualified technician to administer the outage and payment of all costs thereof for securing systems interruption activities.

ENVIRONMENTAL SPECIFICATION:

State of Florida (FL)

FLORIDA ADMINISTRATIVE CODE (F.A.C.) CHAPTER 62-780

F.A.C. 62-780.200 – Acronyms and Definitions

Surface water, groundwater, soil, or sediment that has the presence of petroleum or petroleum products or their chemical constituents in quantities that exceed the applicable cleanup target levels as stated in F.A.C. 62-780.

Environmental Protection Requirements NAS Jacksonville was placed on the EPA’s National Priorities List in December 1989. This is a list of sites in the United States with contaminated soil and/or groundwater. The Navy has been cleaning up these sites for many years but some sites remain contaminated. There are 58 sites at NAS Jacksonville currently on the list, which can be viewed upon request of the Station Environmental office. Contaminated sites are most often identified on the station through the dig permit process. Most earth-disturbing operations in these contaminated sites are allowed provided all workers are properly trained in accordance with OSHA’s 29 CFR 1910.120 requirements. Many of these sites have signs indicating specifically where the contamination exists and warning related to the site conditions. Contractors on NAS Jacksonville are required to obey the restrictions identified on these signs, complete the OSHA required training and comply with personal protective equipment requirements.

NASJAXINST 5090.4B Prohibition of Illicit Discharges to Storm Drains Discharge Criteria U.S. Environmental Protection Agency and Florida Department of Environmental Protection regulations prohibit the discharge of non-stormwater to the waters of the United States. Disposal or discharge to any portion of the NAS Jacksonville storm water conveyance system (ditch, storm drain, gutter, catch basin, etc.), whether directly or indirectly, that is not composed entirely of stormwater (except for permitted discharges) is considered an illicit discharge and is prohibited.

Permitted discharges Include emergency firefighting activities; fire hydrant flushing; waterline flushing; irrigation drainage; lawn watering; routine external building wash down (without detergents); pavement wash waters where spills or leaks of hazardous materials have not occurred ( unless all spilled material has been removed) and where detergents are not used; air conditioning condensate; de-chlorinated swimming pool discharges; compressor condensate without oily residue; uncontaminated/non-construction ground water; and aircraft freshwater rinsing at taxiway bird baths.

Groundwater Discharges to storm drain may require a discharge permit from FDEP. PWD Jax Stormwater POC is Scott Dombrosky at 542-8129.

In addition to 40 CFR 265.16 Employee Training requirements specified elsewhere in this section, the contractor and sub-contractor personnel listed below are required to complete a training course entitle “NAS Jacksonville Environmental Compliance Training” using the internet site developed by the U.S. Navy and Florida Department of Environmental Protection. The course is to be completed 30 days prior to starting work on this project. The web-site address is http://navfac.ecatts.com. Personnel required to be trained are superintendents for the prime and subcontractors. The training module is entitled “Military Base Employee or Related Personnel”. The Contractor shall maintain a copy of training certificates at the jobsite showing they have completed this course and shall carry a wallet size card demonstrating they have completed this training, which will be presented to FDEP personnel upon request.

ECATTS Training Each Contractor and Sub-contractor performing construction work on this project shall complete "Environmental Compliance Assessment Training and Tracking System (ECATTS)". This training is web-based and can be accessed from any computer with Internet access using the following instructions. Contractors shall submit a list of Company Names of all sub-contractors doing work on this Contract Number to the Construction Manager immediately after award of a contract. This list shall be updated and re-submitted as sub-contracts are awarded.

NAVFAC Southeast's Environmental Compliance Assessment, Training and Tracking System

HOW TO REGISTER FOR NAVFAC Construction TRAINING

1. Log on to http://navfac.ecatts.com

1. At the Welcome page, click Enter

1. In the New Users box, enter the registration password: navfac

1. Enter information requested:

1. Name, email

1. Create a login ID and password

1. Training type (use dropdown menu to find what kind of contractor you are)

1. Work location (use dropdown menu to determine work location – (Florida), base, location use drop down menu and select (NAS Jacksonville), It will then ask for Company Name (use drop down menu, if not listed, choose not listed and it will ask for company name) enter company name, contract title, and contract number. If the info is not known at the time, enter any title and any number.

1. Check block for “I agree”

1. Click on Register

1. You are now in ECATTS – Click on “go to your training” click on “go to my training modules” and take the training.

Personnel in the positions listed below shall complete ECATTS Training prior to starting their respective portions of on-site work under this contract. If personnel changes occur for any of these positions after starting work, replacement personnel shall complete ECATTS training within 14 days of assignment to the project.

Prime Contractor

Sub-Contractors

This training has been structured to allow contractors to receive credit under this contract for ECATTS training from previous NAVFAC construction contracts containing these requirements and also to carry forward credit to future contracts. Contractors or sub-contractors shall ensure that all personnel review their training plans for new modules or updated training requirements prior to beginning work. Some training modules are tailored for specific State and installation regulatory requirements; therefore, Contractors working in multiple states or at multiple installations within the same State will be required to re-take modules tailored to the specific location where the contract work is being performed.

Protection of Natural Resources Remove trees and other landscape features scarred or damaged by equipment operations, and replace in accordance with the NAS Jacksonville Tree Mitigation Plan. Obtain Station Natural Resources Manager approval via the Contracting Officer before removal and replacement.

The contractor shall coordinate with PWD JAX and the US Forestry Representative assigned to NAS JAX to determine if any saleable timber is within the construction project area. All timber removed from the project site shall become the property of the Contractor. The Contractor shall reimburse the Government for the value of the timber, if the US Forestry Representative determines any of the timber is saleable. The Contractor shall submit payment to the Contracting Officer by cashier's or certified check, made payable to the U.S. Treasury. Payment shall be made within 30 days of the Notice to Proceed. The Contracting Officer shall deposit the check into the Navy Forestry account.

Control and Disposal of Hazardous Wastes and Universal Wastes The Contractor shall identify all construction activities, which will generate regulated waste/hazardous waste/hazardous debris/industrial waste/ universal waste/paint chips/latex paint/ballasts. The Contractor must provide a documented waste determination for all resultant waste streams. Hazardous waste/debris shall be identified, labeled, handled, stored, and disposed of in accordance with all Federal, State, and local regulations, including 40 CFR 260-268, 40 CFR 273 and the current version at time of award of NAS Jacksonville Instruction OPNAVINST 5090.1DD. Accumulate and store waste in approved DOT containers in accordance with 49 CFR 173 and 49 CFR 178. Waste generated within the confines of the Government facilities shall be identified as being generated by the Contractor. No hazardous waste shall be brought onto Government property. Provide to the Contracting Officer a copy of the waste determination documentation for any solid waste streams that have the potential to be hazardous waste or contain any chemical constituents listed in 40 CFR 372- Subpart D. For spills, verbally notify the Contracting Officer immediately and call 911.

Wastes above shall be disposed of through PWD Jacksonville and shall not be taken off station by the contractor. The contractor shall be responsible for paying all disposal costs in accordance with PWD Jacksonville rates. Air-drying containers to render them empty is prohibited.

For waste accumulation areas, submit weekly hazardous waste inspection logs to the Station Hazardous Waste Manager via the Construction Manager and maintain compliance with 40 CFR 265.15 training requirements. The Contractor shall ensure all containers are kept closed, except when adding or removing waste, that containers remain in good condition and are properly labeled, per 40 CFR 265 Subpart I requirements. Labels will be provided by PWD Jacksonville.

Directional Drilling of Utilities For projects involving horizontal drilling, the bentonite slurry can be decanted in a lined container or roll off. Once the water has either evaporated or was disposed in the Station sanitary system, the soil may be placed on station where directed by the Contracting Officer. If the soil/slurry is to be disposed of off station, it must be sampled for rcra metals, voc's, svoc's and tph for Contracting Officer determination of proper disposal location.

Batteries Dispose of lead acid batteries that are not damaged or leaking at the NAS Jacksonville MWR Recycling Center battery-recycling facility. For lead acid batteries that are leaking or have cracked casings, dispose of the battery by calling PWD Jacksonville for disposal. The management and disposal of waste lead-acid batteries and electrolyte shall comply with requirements for management and disposal of hazardous waste.

Alkaline batteries, non-alkaline batteries, lithium batteries, metal hydride batteries, and nickel-cadmium batteries shall be collected and segregated by type for turn-in to the activity for disposal/recycling.

Mercury Containing Devices Prior to starting work, remove bulbs, thermostats, switches, and other components, that contain mercury. Upon removal, place items containing mercury in DOT approved containers, label and turn over as stated below:

For projects at NAS Jacksonville, fluorescent bulbs shall be turned in to PWD JAX for recycling. For projects at FRCSE and Naval Hospital, turn bulbs in to the appropriate environmental office as directed by the Contracting Officer. The management of mercury containing devices shall comply with the requirements for management and disposal of hazardous waste or Universal Waste as applicable. All bulbs will be boxed, stenciled with the word ‘spent mercury containing devices for recycling” and the date of accumulation.

Aerosol Cans Aerosol cans shall not be disposed of as solid waste or construction and demolition debris. Cans shall be collected and disposed of through PWD JAX.

Disposal of Petroleum Contaminated Waste Dispose of petroleum contaminated waste in accordance with Federal, State, and local regulations. Removal of petroleum contaminated waste from Government property shall not occur without prior notification and coordination with the Contracting Officer.

Contractor Hazardous Material Inventory Log

Submit a copy of the “Hazardous Material Inventory Log”, to the Contracting Officer on the 10th day of each month for the preceding month. (Copies of the station specific forms are included in the preconstruction meeting package).

QUALITY CONTROL PROGRAM:

Contractor shall establish a quality control program to assure adherence to the requirements of this agreement and to report on the installation quality. Quality Control (QC) is the Contractor’s system to control the quality of design, material, equipment and construction. The contractor shall maintain quality control for and inspect all work under the contract. The Quality Control Manager, Superintendent, and Site Safety and Health Officer may be combined.

1. The contractor shall submit a QC Plan for Government review and acceptance. The QC plan shall include the following:

a. NAMES, QUALIFICATIONS and RESPONSIBILITIES: For each person in the QC organization (design and construction).

b. OUTSIDE ORGANIZATIONS: Outside organizations, including architectural and consulting engineering firms and a description of the services these firms will provide.

c. INITIAL SUBMITTAL REGISTER: Include submittal reviewer, estimated date of delivery, and identify which design submittals require Government approval prior to construction.

d. TESTING LABORATORIES: Accredited laboratories as applicable.

e. TESTING PLAN AND LOG: Tests required, referenced by specification paragraph number requiring the test, frequency, and person responsible for each test.

f. LIST OF DEFINABLE FEATURES: A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, and has the same control requirements and work crews.

g. COMMUNICATION PLAN: Provide a plan for key decisions and possible problems the Contractor and Government may encounter during the design phase of the project. Communication Plan shall indicate the frequency of design meetings and what information is covered in those meetings, key design decision points tied to the Network Analysis Schedule and how the DOR plans to include the Government in those decisions, peer review procedures, interdisciplinary coordination, design review procedures, and comment resolution.

2. QC Manager Responsibilities:

a. Participate in all meetings pertinent to the contract: The Post Award Kick-off, Partnering, Coordination Meetings and Production Meetings.

b. Ensure that no construction begins before construction submittals are approved as required in the QC Plan.

c. Immediately stop any work that does not comply with contract plans and specifications, and direct the removal and replacement of any defective work.

d. Prepare QC Reports.

e. Hold biweekly QC meetings with Superintendent and Government technical team; participation shall be suitable for the phase of work. Submit minutes of meeting.

f. Ensure that safety inspections are performed. Attend weekly Toolbox meetings.

g. Maintain submittal log.

h. Maintain updated as-built drawings on site.

i. Maintain testing plan and log. Ensure that all testing is performed per contract.

j. Maintain deficiency log on site, noting dates deficiency identified, and date corrected.

k. Certify and sign statement on each invoice that all work to be paid under the invoice has been completed in accordance with contract requirements.

l. Perform Punch-out and Pre-final inspections, and participate in Final Inspections. Establish list of deficiencies; correct prior to the Final inspection

m. Ensure that all required keys, operation and maintenance manuals, warranty certificates, and the As-built drawings are submitted to the Contracting Officer.

3. Use the Three Phases of Control process for construction QC.

a. Preparatory Phase: Review all applicable documents for compliance with all applicable laws, codes, regulations, and the requirements of the contract, including contract drawings and specifications. Determine requirements for testing and certification. Review submittal approvals for materials, equipment, shop drawings, and applicable methods of construction and installation. Include all Preparatory Phase items in the QC Report

b. Initial Phase: Observe and inspect the initial portion of the work performed under a DFOW to establish the quality of the workmanship, resolve conflicts in construction, ensure that testing is done and certified as required, and to check all work procedures to ascertain the work is in conformance with required safety requirements. Record and report nonconforming work and work not of acceptable quality and requiring correction or rework. Include all Initial Phase items, along with initial phase checklist and, in the QC Report.

c. Follow-Up Phase: Occurs at the completion of each DFOW. Ensure the work complies with contract requirements, quality of workmanship for all work is maintained, and all work performed meets safety requirements. Include all Follow-Up Phase items, including date, in the QC Report.

d. The QC Manager must possess a current certificate showing successful completion of the NAVFAC Contractor Quality Management (CQM) Training.

SUBMITTALS:

Projects greater than $150,000 shall utilize NAVFAC's Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission is not permitted, except where eCMS is unavailable or non-functional. Contact the Contracting Officer’s Representative (COR) regarding availability of eCMS training and reference materials. See UFGS 01 31 23.13 20 at http://www.wbdg.org “Electronic Construction and Facility Support Contract Management System” for additional information regarding the use of eCMS.

The contractor shall provide submittal information, via eCMS, for review and approval to the Contracting Officer in accordance with UFGS 01 33 00 “Submittal Procedures”. All items listed in the submittal section shall be approved by the Contracting Officer prior to ordering, purchasing or installation of any product or material. Additional submittal requirements to those listed below are included in the Statement of Work Section.

The required submittals are as follows:

1. Prior to any work starting on-site the contractor will provide a narrative technical proposal outlining how the contractor will perform the project, how the project will be phased, and what measures will be taken by the contractor so that construction of the project will have minimal effect on the building operations.

2. Schedule

3. Submittal register (initial and subsequent updates with invoice (or as requested))

4. Accident Prevention Plan (and applicable Activity Hazard Analysis)

5. Prime and Subcontractor EMR and DART information

6. QC Plan

7. Environmental Protection Plan (EPP)

8. CRAC Unit With A Humidifier/Electric Reheat Package and Controller

9. Refrigerant Tubing & Fittings

10. Tubing Insulation

11. Strut Channel and Clamps

12. (4) 60 Amp, 2-Pole, NEMA 3R, Non-Fusible Disconnects

13. (1) 60 Amp, 2-Pole, NEMA 1, Non –Fusible Disconnect

14. ¾” Flexible Metallic Weathertite Conduit Whips and Fittings

15. ¾” Flexible Metallic Conduit Whip and Fittings

16. Breakers

17. Conduits (Rigid Metal and EMT), Conduit Fittings and Wiring

18. (2) NEMA 3R Junction Boxes

19. 5 Ton Packaged Heat Pump with 10 KW Electric Heat

20. 3.5 Ton Straight Cool A/C Unit with 10 KW Electric Heat

21. Digital Thermostats

22. Condenser Fan Cycling Control for 3.5 Ton System

23. Ductwork and Insulation Materials including Coverings and Coating

24. Duct Sealer

25. Commercial Sealant (Caulking) and Expandable Foam

After completion of the project and prior to final payment, the contractor shall provide the following Closeout Submittals (as applicable):

1. Interim 1354

2. Hazardous Material Log

3. Construction and Demolition Log

4. As-Builts

5. Extended Warranty Information (Roof, Compressors, etc.)

6. O & M Information

7. close-out documentation

STATEMENT OF WORK:

The contractor shall provide all labor, material, equipment, and other incidental work required to complete this project. Other incidental work required includes all items necessary to ensure a complete, usable and maintainable final product including the demolition work not specifically stated elsewhere in this Statement of Work (SOW). Work includes, but is not limited to, the following: to replace two (2) HVAC Systems and Install a new 3-Ton CRAC Unit at Pinecastle (Bombing Range Complex) Altoona, FL. The HVAC Systems are located at Bldg. 149/L. See Attached Pictures And Sketch/Drawing.

Bldg. 149/L (Unit # 1) 5 Ton Packaged Heatpump: Unit #1 is located at the North West corner of Bldg. 149/L. Unit provides conditioned air to the Range Operations Area of the Building.

Demolition:

1. Contractor shall lock-out and tag-out the units electrical circuit breaker prior to unit demolition. The Exterior Breaker Panel (Labeled Panel 16) is mounted on stanchions near the unit location. See Attached Pictures

2. Contractor shall disconnect primary and control electrical circuits from unit. The existing unit is fed with a single point (circuit) connection. Contractor shall leave the existing 60-amp breaker in the Panel (Labeled 16) for reuse, but shall remove and dispose of existing flexible conduit and wiring.

3. Contractor shall remove and dispose of the existing wall mounted thermostat.

4. Prior to removing the unit from the premises, the Contractor shall recover refrigerant as per the above Environmental Instruction. Contractor shall remove and dispose of unit.

5. The ductwork (supply and return) that extends from the existing unit vertically up the exterior wall to where it enters the Building though exterior wall is internally lined. The Contractor shall remove and dispose of all of the exterior, internally lined ductwork. Ductwork on the interior of the Building is externally insulated.

New Construction:

1. Contractor shall provide and install a new 208/230 V., Single Phase, 5 Ton (14 SEER) Heatpump with 10 KW of Electric Heat. New Unit shall be set in the approximate location as where the existing unit was removed. New Unit shall come equipped with an internal filter rack.

2. Contractor shall cut/increase ductwork-opening sizes in exterior wall of building to allow for installation of the new-layered walled ductwork. Contractor shall fabricate and install a galvanized sheetmetal ductwork from the new unit (supply and return) duct connections to the existing through wall duct connections overhead. All ductwork joints shall be sealed with an approved grey duct sealer. New ductwork shall be constructed to meet (ANSI/SMACNA) HVAC Duct Construction Standards. Contractor shall insulate the new galvanized ductwork with a 1-1/2” 6 lb. density, rigid duct insulation by means of stickpins with slip on locking washers and taped joints. Once ductwork is insulated the Contractor shall cover the entire exterior surface of the insulation with two layers of a water proof membrane such as Flex Clad, Venture Clad or a product with salient characteristics, last of all the Contractor shall apply an elastomeric paint (to match exterior building color) over the entire insulated ductwork surface.

3. Contractor shall provide and install a metal flashing or metal filler around the perimeter of the new-layered wall ductwork, where they penetrate the exterior wall of Building. Contractor shall also provide and apply a commercial grade sealant around duct penetrations to prevent water/moisture intrusion thru exterior wall.

4. The Contractor shall provide and install two (2) new 60 Amp NEMA 3R Disconnects on the exterior wall of building, next to the unit location. The Contactor shall provide and install two rigid metal conduit circuits from the existing Electrical Panel (Labeled Panel 16) to feed the new Disconnects. Circuit routing shall be down from the panel across grade (concrete) to the bldg. and up into the Disconnects while supporting and/or anchoring of conduit by means of strut channel and clamps. The Contractor shall provide and install a new breaker to feed the Heatpump (Disconnect) portion of the system. New breaker and wire shall be sized as per the new units (MOP) and the Contractor shall reuse the existing 60-amp breaker to feed the Electric Heat (Disconnect) portion of the system. Contractor shall provide and install Weathertite metal reinforced flexible conduits from Disconnects to new Unit. Disconnects shall be labeled one for Heatpump and one for Electric Heat (Unit # 1 on both) and make-up all electrical connections.

5. Contractor shall provide and install a new Single Stage Cool / Two Stage Heat Non-Programmable Digital Thermostat. New Thermostat shall be installed at same location as where the existing one was removed.

6. Contractor shall provide and install condensate trap on new unit.

7. Contractor shall perform start procedures and check system for proper operation.

Bldg. 149/L (Unit # 2) 3.5 Ton Packaged Heatpump Shall Be Replaced With A 3.5 Ton Straight Cool A/C Unit with Electric Heat: Unit #2 is located at the South West corner of Bldg. 149/L. Unit provides conditioned air to the Range Operations Area of the Building and the Radio/Server Room.

Demolition:

1. Contractor shall lock-out and tag-out the unit electrical circuit breaker prior to unit demolition. The Exterior Breaker Panel (Labeled Panel 16) is mounted on stanchions near the unit location. See Attached Pictures

2. Contractor shall disconnect primary and control electrical circuits from unit. The existing unit is fed with a single point (circuit) connection. Contractor shall leave the existing 60-amp breaker in the Panel (Labeled 16) for reuse, but shall remove and dispose of existing flexible conduit and wiring.

3. Contractor shall remove and dispose of the existing wall mounted thermostat.

4. Prior to removing the unit from the premises, the Contractor shall recover refrigerant as per the above Environmental Instruction. Contractor shall remove and dispose of unit.

5. The ductwork (supply and return) that extends from the existing unit vertically up the exterior wall to where it enters the Building though exterior wall is internally lined. The Contractor shall remove and dispose of all of the exterior, internally lined ductwork. Ductwork on the interior of the Building is externally insulated.

New Construction:

1. Contractor shall provide and install a new Standard 208/230 V., Single Phase, 3.5 Ton (14 SEER) Straight Cool A/C Unit with 10 KW of Electric Heat. New Unit shall be set in the approximate location as where the existing unit was removed. New Unit shall be equipped with a Condenser Fan Cycling Pressure Switch. New Unit does not require a filter frame there is a Filter Back Grille located inside of the Building. New Unit shall have a 208/230 Volt Single Point Electrical Connection. New Unit shall require a new Concrete Equipment Pad. New Pad shall be solid (3000 psi minimum) concrete blend with reinforcement wire. Pad can be formed and poured in-place or prefabbed (by Contractor) and delivered to new unit location. New Pad shall be approximately 3” larger than the unit’s footprint on all sides.

2. Contractor shall cut/increase ductwork-opening sizes in exterior wall of building to allow for installation of the new-layered walled ductwork. Contractor shall fabricate and install a galvanized sheetmetal ductwork from the new unit (supply and return) duct connections to the existing through wall duct connections overhead. All ductwork joints shall be sealed with an approved grey duct sealer. New ductwork shall be constructed to meet (ANSI/SMACNA) HVAC Duct Construction Standards. Contractor shall insulate the new galvanized ductwork with a 1-1/2” 6 lb. density, rigid duct insulation by means of stickpins with slip on locking washers and taped joints. Once ductwork is insulated the Contractor shall cover the entire exterior surface of the insulation with two layers of a water proof membrane such as Flex Clad, Venture Clad or a product with salient characteristics, last of all the Contractor shall apply elastomeric paint (to match exterior building color) over the entire insulated ductwork surface.

3. Contractor shall provide and install a metal flashing or metal filler around the perimeter of the new layered- wall ductwork, where they penetrate the exterior wall of Building. Contractor shall also provide and apply a commercial grade sealant around duct penetrations to prevent water/moisture intrusion thru exterior wall.

4. The Contractor shall provide and install a new 60 Amp NEMA 3R Disconnect on the exterior wall of building, next to the unit location.

5. The…