Attachment_1_SOW-_Rpr_Fire_Supp.pdf
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- Repair Hangar Fire Suppression System
- Solicitation number
- W912LA-19-B-9003
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STATEMENT OF WORK
Repair Fire Suppression System
PROJECT NO.: DJCF192401
1 Jan 2019
146TH AIRLIFT WING
CHANNEL ISLANDS AIR NATIONAL GUARD, PORT HUENEME, CA
CALIFORNIA AIR NATIONAL GUARD
TECHNICAL PROVISIONS
TABLE OF CONTENTS:
DESCRIPTION OF SERVICES
SITUS OF WORK
PROJECT SPECIFIC REQUIREMENTS
GENERAL REQUIREMENTS
SUBMITTALS
CLOSEOUT DOCUMENTATION
1. DESCRIPTION OF SERVICES
1.1 Objectives: The purpose of this project is to provide an active fire suppression system in B801 – Maintenance Hangar, and B802 – Fuel Cell Hangar. Additionally, maintenance and repair to fire pump systems, support plumbing and associated equipment in B1203:
Pump House and B1202: Fire Protection Water Storage Tank.
1.2 This statement of work describes contractor requirement for the project titled “Repair Fire Suppression System.” The contractor is responsible to furnish and install all labor and materials to complete the items listed in this Statement of Work, Drawings and Specifications. The contractor shall provide the government a complete and usable product at the completion of the project. All information included in this document, along with the instructions and standards referenced in the document, should be considered as part of the Statement of Work
2. SITES OF WORK
2.1 All work will occur at Channel Islands Air National Guard Station, 4146 Naval Air Road Port Hueneme, CA 93041.
3. PROJECT SPECIFIC REQUIREMENTS
3.1 The contractor shall:
3.1.1 All work performed under this SOW shall be conducted in accordance with applicable state and federal laws and regulations, ANG policies and regulations, and this SOW as outlined below.
3.1.1.1 UFC 3-600-01- Fire Protection Engineering For Facilities
3.1.1.2 UFC-3-600-02- Operation and Maintenance: Inspection, Testing, &
Maintenance of Fire Protection Systems
3.1.1.3 UFC 4-211-01- Aircraft Maintenance Hangars: Type I, Type II and Type
III
3.1.1.4 NFPA 11- Standard for Low-, Medium-, and High-Expansion Foam
3.1.1.5 NFPA 16- Standard for Foam-Water Sprinkler and Foam-Water Spray
Systems
3.1.1.6 NFPA 70 – National Electrical Code
3.1.1.7 NFPA 72 – National Fire Alarm and Signaling Code
3.1.1.8 NFPA on Aircraft Hangars
3.1.2 No Aircraft shall be in the hangar bay while this work is performed. Prior to performing any work, disable the foam releasing system.
3.1.3 Notify the fire department and Contracting Officer Representative (COR) at least 24 hours in advance that the hangar bay fire suppression systems are going to be disabled.
3.1.4 All other fire suppression systems should remain active.
3.2 Replace & program foam releasing panel/fire control panel
3.2.1 Replace the existing foam-releasing panel in B801 (Example: Del-Tronic eagle Quantum Premier Releasing panel)
3.2.2 Program the foam releasing panels as required so that the only methods of release are as follows:
3.2.2.1 Heat detectors release the foam/water sprinkler deluge valve.
3.2.2.2 Manual start stations release the foam cannons. The UVIR detectors and riser pressure switches should be alarm only.
3.2.3 Replace the existing Fire Alarm Control Panel in B801 with an Addressable Fire Alarm Control Panel capable of communicating with current Mass Notifications Systems.
3.2.4 Program the Fire Alarm Control Panel to communicate to the current Monaco System as well as connected devices.
3.2.5 Test that the activation of a pressure switch will not activate the foam system.
3.2.6 Test that the activation of a heat detector will activate the foam sprinkler system.
3.2.7 Test that the activation of all start stations will activate the foam cannons.
3.2.8 Test that a stop station will cease foam cannons.
3.2.9 Test the communication of all connected devices to the Fire Alarm Control Panels.
3.2.10 Test the communication of the Fire Alarm Control Panels to the Monaco System.
3.3 Replace manual foam releasing (start) stations with associated conduit.
3.3.1 Demo all existing releasing stations, associated wiring and conduits as required.
3.3.2 Install new watertight ¾” conduit and junction boxes from the releasing stations to a height of 15 feet above the finished floor or until the conduit intersects a horizontal run.
3.3.2.1 Route the conduit into the bottom of the manual foam releasing stations.
Provide the low point of this conduit with a drain (See figure 1).
3.3.2.2 Where the conduit is in a hazardously classified area, provide breathers in isolated portions of the conduit (e.g. sealed off from the remaining conduit system).
3.3.2.3 Rate drains and breathers for the electrical (hazard) classification in which they are installed, but not be less than NEMA 250 Type 4. Flexible conduit is not permitted.
3.3.3 Install twelve (12) (6 – B801, 6 – B802) new NEMA 250 Type 4 manual foam releasing stations and signage.
3.3.3.1 The releasing stations shall be distinctively different from the manual fire alarm pull stations.
3.3.3.2 Provide tamper cover with colored portions in yellow and lettering on the cover reading "FOAM"; the words "FIRE", "ALARM", or "AGENT" are prohibited to appear on the cover or station.
3.3.3.3 Provide locking type manual foam releasing stations that when activated require a key to be reset.
3.3.3.4 Provide a clear plastic tamper cover over the manual foam releasing station that when lifted emits an audible alarm.
3.3.3.4.1 Exception: Audible alarm is not required where a manual foam releasing station is installed in a hazardous (classified) location.
3.3.4 Provide conventional manual foam releasing stations. Do not locate addressable monitor modules for the manual foam releasing stations in the hangar bay.
3.3.4.1 Example model - RSG RMS-EX-WP.
3.3.5 Install manual foam releasing stations within the hangar bay so they are unobstructed, readily accessible, and located within 10 ft. (3.0 m) of each required exit or exit access from the hangar bay.
3.3.5.1 Maintain a minimum separation distance of 5 ft. (1.5 m) between general fire alarm pull stations (if provided) and the manual foam releasing stations.
3.3.5.2 Where possible, install the manual foam releasing stations on the opposite side of the door from the general fire alarm pull station.
3.3.6 Provide the sign for the manual foam releasing station with a yellow or lime-yellow background with "START FOAM SYSTEM" in red lettering not less than 3 inches (76 millimeters) high.
3.3.6.1 The sign shall be a minimum of 24 inches (610 mm) high by 20 inches (508 mm) wide.
3.3.7 Locate the manual foam releasing station with tamper cover on the lower portion of the sign. Provide the word "START" in minimum 1 inch (25.4 mm) high green lettering placed directly above the manual foam releasing station.
3.3.8 Install new wire as required. All conductors shall be 16 AWG minimum. Pull all conductors splice free; conductors shall be continuous from device to device.
3.3.8.1 The use of wire nuts, crimped connectors, or twisting of conductors is prohibited.
3.3.9 Test the system in accordance with the procedures outlined in NFPA 72.
3.3.9.1 The tests shall be witnessed by the Owner's Representative and test results recorded.
3.3.9.2 The required tests for the releasing station circuits are as follows:
3.3.9.2.1 Loop Resistance Tests: Measure and record the resistance of each circuit with each pair of conductors in the circuit, short-circuited at the farthest point from the circuit origin.
3.3.9.2.2 Verify the absence of unwanted voltages between circuit conductors and ground.
3.3.9.2.3 Visually inspect wiring.
3.3.9.3 Test each release station and circuit for proper operation and response at the control unit and tested in accordance with manufacturer's recommended calibrated test method.
Figure 1 Manual Releasing Station Signage
3.4 Replace manual foam stop stations with associated conduit in B801 and B802.
3.4.1 Demo all existing stop station, associated wiring and conduits as required.
3.4.2 Install new watertight ¾” conduit and junction boxes from the releasing stations to a height of 15 feet above the finished floor or until the conduit intersects a horizontal run.
3.4.2.1 Route the conduit into the bottom of the stop stations. Provide the low point of this conduit with a drain (See figure 2).
3.4.2.2 Where the conduit is in a hazardously classified area, provide breathers in isolated portions of the conduit (e.g. sealed off from the remaining conduit system).
3.4.2.3 Rate drains and breathers for the electrical (hazard) classification in which they are installed, but not be less than NEMA 250 Type 4. Flexible conduit is not permitted.
3.4.3 Install twelve (12) (6 – B801, 6 – B802) new NEMA 250 Type 4 manual foam stop stations and signage.
3.4.3.1 The stop stations shall be distinctively different from the manual fire alarm pull stations.
3.4.3.2 Provide a stop stations with a red “dead-man” type push button, including the words “PUSH”.
3.4.3.3 Provide tamper cover with colored portions in blue and lettering reading
“STOP”.
3.4.3.4 The words "FIRE", "ALARM", or "AGENT" are prohibited to appear on the cover or station.
3.4.3.5 Provide a clear plastic tamper cover over the manual foam releasing station that when lifted emits an audible alarm.
3.4.3.5.1 Exception: Audible alarm is not required where a manual foam releasing station is installed in a hazardous (classified) location.
3.4.4 Install manual foam stop releasing stations within the hangar bay so they are unobstructed, readily accessible, and located within 1ft of each foam start station.
3.4.4.1 Where possible, install the manual foam stop releasing stations on the opposite side of the door from the general fire alarm pull stations.
3.4.5 Provide the sign for the manual foam stop station with a white background and a minimum ½ in. wide blue border with "STOP FOAM SYSTEM" in blue lettering not less than 3 inches (76 millimeters) high.
3.4.5.1 The sign must be a minimum of 24 inches (610 mm) high by 20 inches (508
mm) wide.
3.4.5.2 Locate the manual foam stop station with tamper cover on the lower left portion of the sign.
3.4.5.3 Provide the word "START" in minimum 1 inch (25.4 mm) high red lettering placed directly above the manual foam releasing station.
3.4.5.4 To the right of the stop button, provide the following in minimum ½” (12mm) high black lettering “to stop foam system, press and continuously hold STOP button until relieved by emergency responders.
3.4.5.5 There may be up to a 30 second delay after pressing the STOP button before the foam stops”.
3.4.5.6 Install new wire as required. All conductors must be 16 AWG minimum.
Pull all conductors splice free; conductors shall be continuous from device to device.
3.4.5.6.1 The use of wire nuts, crimped connectors, or twisting of conductors is prohibited.
3.4.6 3.4.4 Test the system in accordance with the procedures outlined in NFPA 72. The tests shall be witnessed by the Owner's Representative and test results recorded. The required tests for the releasing station circuits are as follows:
3.4.6.1 Loop Resistance Tests: Measure and record the resistance of each circuit with each pair of conductors in the circuit, short-circuited at the farthest point from the circuit origin.
3.4.6.2 Verify the absence of unwanted voltages between circuit conductors and ground.
3.4.6.3 Visually inspect wiring.
3.4.6.4 Test each stop station and circuit for proper operation and response at the control unit and tested in accordance with manufacturer's recommended calibrated test method.
Figure 2 Stop Station Signage
3.5 Install Surge Protection Devices
3.5.1 Install Surge Protection Devices (SPDs) to protect all power supply circuits to the Fire Alarm and Foam releasing panels, including any subpanels (e.g. Autonomous Control Unit, amplifier panels, and Notification Appliance Circuit (NAC) booster panels).
3.5.1.1 Provide SPDs to protect all signaling line circuits, indicating device circuits, or notification appliance circuits that leave or enter a Facility’s exterior enclosure.
3.5.1.2 SPD shall be provided at the first location where connections are made that is close to where the circuit enters or leaves the Facility, prior to connection to any other devices when feasible.
3.5.1.3 SPDs are not required for devices connected directly to the Facility exterior when the Facility itself is provided with lightning protection (i.e. an electric bell or speakers mounted on the exterior wall of the Facility.)
3.5.1.4 SPD shall have both a UL 1449 and UL 1283 listing and shall be located in an adjacent hinged terminal box unless the SPD is listed and installed in the control panel by the factory (e.g. Installing SPDs not listed with the panel is prohibited).
3.5.1.5 A typical installation is shown in figure 2. Provide and install SPDs in accordance with UFC 3-520-01 Section 3-4, NFPA 780-28 Section 4.20., and NFPA 70 National Electric Code.
Figure 2: Surge Protection Device
3.6 Replace Components of Water Delivery System in B1203
3.6.1 Replace Supply Side Gauge
3.6.2 Replace Return Side Gauge
3.6.3 Replace gauge on three Relief Valve Assemblies
3.6.4 Replace Diaphragm on three Relief Valve Assemblies
3.6.5 Replace Diaphragm on Line Pressure Regulator Assembly
3.6.6 Replace Gauge Line Pressure Regulator Assembly
3.6.7 Replace Gauge on Jockey Pump Assembly
3.7 Perform Preventative Maintenance on the Water Supply Tank – Tri-Annual Service w/ Multi Point Inspection
3.7.1 Check and inspect Tank Heating System (without electric supervision) for correct operation.
3.7.2 Check, inspect, and adjust Control Valves (without seals, locks, or electric supervision) for proper valve position.
3.7.3 Check, Verify, and adjust Water Level (without remote supervision of water level) for proper water level in tank.
3.7.4 Check and inspect Control Valves (sealed, locked, or electrically supervised) for proper valve position.
3.7.5 Check, inspect, and adjust Water Level (with remote electric supervision of water level) for proper water level in tank.
3.7.6 Inspect and adjust Tank Heating System (with remote electric supervision of water temperature) for operability of tank heater, and test temperature alarms to verify proper operation (Maintain thermometer in accordance with manufacturer’s recommendations).
3.7.7 Inspect tank exterior for condition, damage, corrosion, and accessibility.
3.7.8 Inspect Cathodic Protection to ensure proper operation, and conduct internal tank inspection to determine condition and amount of corrosion.
3.7.9 Inspect and adjust Control Valves (including drain valves) for proper operation of valve through entire travel to verify function. Lubricate valves to ensure operability.
3.7.10 Check and inspect Water Level Alarms and Level Indicators to verify operability and set points.
3.7.11 Inspect and clean Tank Vent(s).
3.7.12 Calibrate Pressure Gauges.
3.7.13 Inspect interior of check valves.
3.7.14 Calibrate level indicator.
3.8 The government must approve materials prior to installation.
3.9 Quantities: Quantities are provided to enhance contractors’ understanding of the magnitude of work required under this bid. Government-provided quantities shall not be used by contractors in establishing pricing. Contractors are responsible for making their own measurements in determining their bids for work under this project.
3.10 Performance Period: The contractor has 120 Days from the NTP to complete all work on the project. The NTP will be issued at the Pre-Construction Conference.
4. GENERAL REQUIREMENTS
4.1 Contractor shall attend a Pre-Construction Conference. The Pre-Construction Conference will generally be scheduled after award. At a minimum, the contractor shall have their project manager and site superintendent attend the meeting. The Contractor shall provide the following documents at the Pre-Construction Conference.
4.1.1 Project Construction Schedule
4.1.2 Contract Schedule of Values
4.1.3 Safety Plan
4.1.4 Quality Control Plan
4.2 The contractor shall provide all tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) necessary to install, test, and repair facility safety items located at Channel Islands Air National Guard Base, Port Hueneme, California.
4.2.1 Any waste of excess material resulting from any contract requirement shall be removed and disposed of by contractor at a proper disposal site off Channel Islands Air National Guard Station. Disposal, discharge, deposit, dumping, spilling, leaking, or placing of any materials, wastes, effluents, trash, garbage, oil, grease, paint, chemicals, etc. If any waste material is dumped in unauthorized areas, the contractor shall remove the material; restore the area to the condition of the adjacent undisturbed site at contractor’s expense.
4.2.2 The contractor shall comply with all Air Force, OSHA, and building codes requirements that are abiding by the Federal government, and State of California.
4.2.3 Any additional work completed by the contractor without approval by the Contracting Office representative shall be at the contractor expense.
4.2.4 The contractor shall submit material approval form to the contracting officer within 10 days of contract notice to proceed date. No materials shall be ordered without material approval of the contracting officer and the base civil engineer.
4.3 GOVERNMENT FURNISHED PROPERTY AND SERVICES. The government will provide water, sewer and electrical connections. Unsecure outdoor storage area at the base is available and must be requested through the project manager prior to utilizing.
Secured storage is the responsibility of the contractor.
4.4 QUALITY CONTROL. Contractor shall develop and maintain a quality program to ensure work is performed as described in this Statement of Work and in accordance with all local, state and federal rules.
4.5 QUALITY ASSURANCE. The Government will maintain a Quality Assurance Program to ensure work is performed as described in this Statement of Work and in accordance with all local, state, and federal rules. The Project Manager will manage the Government’s QA program.
4.5.1 Periodic inspection of the work in progress will be accomplished by a representative of the government for the purpose of ensuring the contractor is conforming to the requirements of the statement of work as well as verification of conformance with all safety, environmental, and employment regulations, practices and guidelines.
4.5.2 A one hundred percent (100%) inspection of the finished product will be accomplished. This inspection will be a two-part inspection consisting of a pre-final and a final inspection walkthrough by the contracting officer, contracting officer representative, safety, environmental, fire department, security, anti-terrorism officer, user, contract manager and a representative of the associated trades to be inspected.
4.5.3 Upon completion of the pre-final inspection, a pre-final inspection report will be prepared by the COR and forwarded to the contractor. All discrepancies noted in the pre-final inspection report must be corrected by the contractor to the satisfaction of the contracting officer within 10 days of receipt of the report.
4.5.4 The contractor will be held accountable for the successful execution of the project in accordance with the contract documents. Failure to meet the requirements of the contract may result in liquidated damages charged to the contractor at a pre-determined rate.
4.6 HOURS OF OPERATION. The hours of work shall be between 7:00 a.m. and 5:00 p.m.
Monday through Friday unless otherwise prescribed by this statement of work. Work shall not be performed on Weekends and Federal Holidays without prior coordination from the Project Manager. NOTE: No work shall commence without prior coordination with the Base Facility Manager and the government project manager. Work within each building shall not commence without prior coordination of the applicable building manger, the contractor, and government project manager.
4.7 The contractor shall schedule and arrange work with each building facility manager at least two (2) working days before beginning work in each building. The contractor shall make every effort to minimize the interference and effect on the government mission.
4.8 PRIOR TO ANY WORK STARTING ON A FACILITY, A MANDATORY WALK
THROUGH SHALL BE SCHEDULED AND ACCOMPLISHED WITH THE
GOVERNMENT PROJECT MANAGER OR CONSTRUCTION INSPECTOR FOR
EXPLANATION AND REQUIREMENTS OF WORK WITHIN EACH BUILDING.
4.9 BASE ACCESS. Base security personnel require that all personnel entering the installation be cleared for access. The contractor will provide first name, last name, driver’s license number and applicable vehicle data for all personnel accessing the base.
The contractor shall submit this information to the Project Manager NLT two working days prior to the date of required access. Personnel must maintain a valid driver’s license, vehicle registration and proof of insurance at all time while on the base.
4.10 MATERIAL SAFETY DATA SHEETS AND LABELS. The contractor shall maintain a copy of the Environmental Protection Agency or State Registered Labels, plus Material Data Sheets for all paints, primers, solvents, inhibitors, or solutions used in connection with this contract; Material Data Sheets are also required for all hazardous materials defined in federal Standard 313c. Identical back-up copies of these documents shall be given to the Base Safety Officer and the Contracting Officer prior to the start of any work.
4.11 TECHNICAL COMPETENCE AND ABILITY. If requested by the Government, the Contractor shall provide proof of technical competence and experience in the area of expertise required by this Statement of Work. The contractor shall be prepared to submit documents providing proof of successful competence such as training certificate or accreditations from recognized industry leaders. Contractors shall also be prepared to provide proof of successful project experience through references of former clients in related project types.
4.12 DIMENSIONS AND QUANTITY. All dimensions and quantities provided in the Statement of Work are estimates only. They are provided as a courtesy for contractors to estimate the magnitude of work or materials necessary to complete a task. They are not intended to be final measurements. The Contractor is responsible for verifying all dimensions and quantities in the field prior to starting work.
4.13 WARRANTY. The contractor shall guarantee all workmanship and materials covered under this statement of work for a period of no less than 1 year from the date of project acceptance. This contractor’s warranty shall be included with any manufacturer’s warranties that accompany materials or systems installed as part of this statement of work.
4.14 CONTRACTOR MANPOWER REPORTING (CMR). The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Air Force collection site. The contractor is required to completely fill in all required data fields using the following web address:
http://www.ecmra.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk at http://www.ecmra.mil/.
Unit Identification Code (UIC) for the Requiring Activity: F8S3C1
Issuing Office DoDAAC: W912LA
4.15 CONTRACTOR PAYMENT. Contractor shall submit an application and certificate for payments in Wide Area Work Flow (WAWF).
4.15.1 The payment request shall include the following:
4.15.1.1 Contractor’s application for payment
4.15.1.2 Schedule of values
4.15.1.3 Contract progress report
4.15.1.4 Contract progress schedule
5. SUBMITTALS
5.1 All material approval submittals shall be forwarded to the COR and transmitted with an AF Form 3000. When submitting on a finish, texture or other material characteristic where a photograph is unacceptable, the Contractor shall provide a sample of the material for review and approval along with the product cut-sheet.
5.1.1 Electrical Wiring
5.1.2 Metal Conduits, Tubing, and Fittings
5.1.3 Non-Metallic Conduits, Tubing, and Fittings
5.1.4 Divulge Valves
5.1.5 Releasing Panels/Stations
5.1.6 Addressable Fire Alarm Control Panel
5.1.7 Surge Protection Devices
5.1.8 Relief Valve Assemblies
5.1.9 Line Pressure Regulator Assembly
6. CLOSEOUT DOCUMENTATION
6.1 10% Retainage will be released upon receipt of the following items:
6.1.1 Contractor workmanship letter of warranty up to one year.
6.1.2 Certificates of no debts to suppliers and vendors.
6.1.3 Electronic pictures showing the area before and after repair.
6.1.4 Recycling or Landfill proof of disposition document (if available).
| 1. DESCRIPTION OF SERVICES |
| 1.1 Objectives: The purpose of this project is to provide an active fire suppression system in B801 – Maintenance Hangar, and B802 – Fuel Cell Hangar. Additionally, maintenance and repair to fire pump systems, support plumbing and associated equipment... |
| 1.2 This statement of work describes contractor requirement for the project titled “Repair Fire Suppression System.” The contractor is responsible to furnish and install all labor and materials to complete the items listed in this Statement of Work, D... |
| 2. SITES OF WORK |
| 2.1 All work will occur at Channel Islands Air National Guard Station, 4146 Naval Air Road Port Hueneme, CA 93041. |
| 3. PROJECT SPECIFIC REQUIREMENTS |
| 3.1 The contractor shall: |
| 3.1.1 All work performed under this SOW shall be conducted in accordance with applicable state and federal laws and regulations, ANG policies and regulations, and this SOW as outlined below. |
| 3.1.1.1 UFC 3-600-01- Fire Protection Engineering For Facilities |
| 3.1.1.2 UFC-3-600-02- Operation and Maintenance: Inspection, Testing, & Maintenance of Fire Protection Systems |
| 3.1.1.3 UFC 4-211-01- Aircraft Maintenance Hangars: Type I, Type II and Type III |
| 3.1.1.4 NFPA 11- Standard for Low-, Medium-, and High-Expansion Foam |
| 3.1.1.5 NFPA 16- Standard for Foam-Water Sprinkler and Foam-Water Spray Systems |
| 3.1.1.6 NFPA 70 – National Electrical Code |
| 3.1.1.7 NFPA 72 – National Fire Alarm and Signaling Code |
| 3.1.1.8 NFPA on Aircraft Hangars |
| 3.1.2 No Aircraft shall be in the hangar bay while this work is performed. Prior to performing any work, disable the foam releasing system. |
| 3.1.3 Notify the fire department and Contracting Officer Representative (COR) at least 24 hours in advance that the hangar bay fire suppression systems are going to be disabled. |
| 3.1.4 All other fire suppression systems should remain active. |
| 3.2 Replace & program foam releasing panel/fire control panel |
| 3.3 Replace manual foam releasing (start) stations with associated conduit. |
| 3.4 Replace manual foam stop stations with associated conduit in B801 and B802. |
| 3.4.1 Demo all existing stop station, associated wiring and conduits as required. |
| 3.4.2 Install new watertight ¾” conduit and junction boxes from the releasing stations to a height of 15 feet above the finished floor or until the conduit intersects a horizontal run. |
| 3.4.2.1 Route the conduit into the bottom of the stop stations. Provide the low point of this conduit with a drain (See figure 2). |
| 3.4.2.2 Where the conduit is in a hazardously classified area, provide breathers in isolated portions of the conduit (e.g. sealed off from the remaining conduit system). |
| 3.4.2.3 Rate drains and breathers for the electrical (hazard) classification in which they are installed, but not be less than NEMA 250 Type 4. Flexible conduit is not permitted. |
| 3.4.3 Install twelve (12) (6 – B801, 6 – B802) new NEMA 250 Type 4 manual foam stop stations and signage. |
| 3.4.3.1 The stop stations shall be distinctively different from the manual fire alarm pull stations. |
| 3.4.3.2 Provide a stop stations with a red “dead-man” type push button, including the words “PUSH”. |
| 3.4.3.3 Provide tamper cover with colored portions in blue and lettering reading “STOP”. |
| 3.4.3.4 The words "FIRE", "ALARM", or "AGENT" are prohibited to appear on the cover or station. |
| 3.4.3.5 Provide a clear plastic tamper cover over the manual foam releasing station that when lifted emits an audible alarm. |
| 3.4.3.5.1 Exception: Audible alarm is not required where a manual foam releasing station is installed in a hazardous (classified) location. |
| 3.4.4 Install manual foam stop releasing stations within the hangar bay so they are unobstructed, readily accessible, and located within 1ft of each foam start station. |
| 3.4.4.1 Where possible, install the manual foam stop releasing stations on the opposite side of the door from the general fire alarm pull stations. |
| 3.4.5 Provide the sign for the manual foam stop station with a white background and a minimum ½ in. wide blue border with "STOP FOAM SYSTEM" in blue lettering not less than 3 inches (76 millimeters) high. |
| 3.4.5.1 The sign must be a minimum of 24 inches (610 mm) high by 20 inches (508 mm) wide. |
| 3.4.5.2 Locate the manual foam stop station with tamper cover on the lower left portion of the sign. |
| 3.4.5.3 Provide the word "START" in minimum 1 inch (25.4 mm) high red lettering placed directly above the manual foam releasing station. |
| 3.4.5.4 To the right of the stop button, provide the following in minimum ½” (12mm) high black lettering “to stop foam system, press and continuously hold STOP button until relieved by emergency responders. |
| 3.4.5.5 There may be up to a 30 second delay after pressing the STOP button before the foam stops”. |
| 3.4.5.6 Install new wire as required. All conductors must be 16 AWG minimum. Pull all conductors splice free; conductors shall be continuous from device to device. |
| 3.4.5.6.1 The use of wire nuts, crimped connectors, or twisting of conductors is prohibited. |
| 3.4.6 3.4.4 Test the system in accordance with the procedures outlined in NFPA 72. The tests shall be witnessed by the Owner's Representative and test results recorded. The required tests for the releasing station circuits are as follows: |
| 3.4.6.1 Loop Resistance Tests: Measure and record the resistance of each circuit with each pair of conductors in the circuit, short-circuited at the farthest point from the circuit origin. |
| 3.4.6.2 Verify the absence of unwanted voltages between circuit conductors and ground. |
| 3.4.6.3 Visually inspect wiring. |
| 3.4.6.4 Test each stop station and circuit for proper operation and response at the control unit and tested in accordance with manufacturer's recommended calibrated test method. |
| 3.5 Install Surge Protection Devices |
| 3.5.1 Install Surge Protection Devices (SPDs) to protect all power supply circuits to the Fire Alarm and Foam releasing panels, including any subpanels (e.g. Autonomous Control Unit, amplifier panels, and Notification Appliance Circuit (NAC) booster p... |
| 3.5.1.1 Provide SPDs to protect all signaling line circuits, indicating device circuits, or notification appliance circuits that leave or enter a Facility’s exterior enclosure. |
| 3.5.1.2 SPD shall be provided at the first location where connections are made that is close to where the circuit enters or leaves the Facility, prior to connection to any other devices when feasible. |
| 3.5.1.3 SPDs are not required for devices connected directly to the Facility exterior when the Facility itself is provided with lightning protection (i.e. an electric bell or speakers mounted on the exterior wall of the Facility.) |
| 3.5.1.4 SPD shall have both a UL 1449 and UL 1283 listing and shall be located in an adjacent hinged terminal box unless the SPD is listed and installed in the control panel by the factory (e.g. Installing SPDs not listed with the panel is prohibited). |
| 3.5.1.5 A typical installation is shown in figure 2. Provide and install SPDs in accordance with UFC 3-520-01 Section 3-4, NFPA 780-28 Section 4.20., and NFPA 70 National Electric Code. |
| 3.6 Replace Components of Water Delivery System in B1203 |
| 3.6.1 Replace Supply Side Gauge |
| 3.6.2 Replace Return Side Gauge |
| 3.6.3 Replace gauge on three Relief Valve Assemblies |
| 3.6.4 Replace Diaphragm on three Relief Valve Assemblies |
| 3.6.5 Replace Diaphragm on Line Pressure Regulator Assembly |
| 3.6.6 Replace Gauge Line Pressure Regulator Assembly |
| 3.6.7 Replace Gauge on Jockey Pump Assembly |
| 3.7 Perform Preventative Maintenance on the Water Supply Tank – Tri-Annual Service w/ Multi Point Inspection |
| 3.7.1 Check and inspect Tank Heating System (without electric supervision) for correct operation. |
| 3.7.2 Check, inspect, and adjust Control Valves (without seals, locks, or electric supervision) for proper valve position. |
| 3.7.3 Check, Verify, and adjust Water Level (without remote supervision of water level) for proper water level in tank. |
| 3.7.4 Check and inspect Control Valves (sealed, locked, or electrically supervised) for proper valve position. |
| 3.7.5 Check, inspect, and adjust Water Level (with remote electric supervision of water level) for proper water level in tank. |
| 3.7.6 Inspect and adjust Tank Heating System (with remote electric supervision of water temperature) for operability of tank heater, and test temperature alarms to verify proper operation (Maintain thermometer in accordance with manufacturer’s recomme... |
| 3.7.7 Inspect tank exterior for condition, damage, corrosion, and accessibility. |
| 3.7.8 Inspect Cathodic Protection to ensure proper operation, and conduct internal tank inspection to determine condition and amount of corrosion. |
| 3.7.9 Inspect and adjust Control Valves (including drain valves) for proper operation of valve through entire travel to verify function. Lubricate valves to ensure operability. |
| 3.7.10 Check and inspect Water Level Alarms and Level Indicators to verify operability and set points. |
| 3.7.11 Inspect and clean Tank Vent(s). |
| 3.7.12 Calibrate Pressure Gauges. |
| 3.7.13 Inspect interior of check valves. |
| 3.7.14 Calibrate level indicator. |
| 3.8 The government must approve materials prior to installation. |
| 3.9 Quantities: Quantities are provided to enhance contractors’ understanding of the magnitude of work required under this bid. Government-provided quantities shall not be used by contractors in establishing pricing. Contractors are responsible for... |
| 3.10 Performance Period: The contractor has 120 Days from the NTP to complete all work on the project. The NTP will be issued at the Pre-Construction Conference. |
| 4. GENERAL REQUIREMENTS |
| 4.1 Contractor shall attend a Pre-Construction Conference. The Pre-Construction Conference will generally be scheduled after award. At a minimum, the contractor shall have their project manager and site superintendent attend the meeting. The Contra... |
| 4.1.1 Project Construction Schedule |
| 4.1.2 Contract Schedule of Values |
| 4.1.3 Safety Plan |
| 4.1.4 Quality Control Plan |
| 4.2 The contractor shall provide all tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) necessary to install, test, and repair facility safety items locat... |
| 4.2.1 Any waste of excess material resulting from any contract requirement shall be removed and disposed of by contractor at a proper disposal site off Channel Islands Air National Guard Station. Disposal, discharge, deposit, dumping, spilling, leaki... |
| 4.2.2 The contractor shall comply with all Air Force, OSHA, and building codes requirements that are abiding by the Federal government, and State of California. |
| 4.2.3 Any additional work completed by the contractor without approval by the Contracting Office representative shall be at the contractor expense. |
| 4.2.4 The contractor shall submit material approval form to the contracting officer within 10 days of contract notice to proceed date. No materials shall be ordered without material approval of the contracting officer and the base civil engineer. |
| 4.3 GOVERNMENT FURNISHED PROPERTY AND SERVICES. The government will provide water, sewer and electrical connections. Unsecure outdoor storage area at the base is available and must be requested through the project manager prior to utilizing. Secure... |
| 4.4 QUALITY CONTROL. Contractor shall develop and maintain a quality program to ensure work is performed as described in this Statement of Work and in accordance with all local, state and federal rules. |
| 4.5 QUALITY ASSURANCE. The Government will maintain a Quality Assurance Program to ensure work is performed as described in this Statement of Work and in accordance with all local, state, and federal rules. The Project Manager will manage the Govern... |
| 4.5.1 Periodic inspection of the work in progress will be accomplished by a representative of the government for the purpose of ensuring the contractor is conforming to the requirements of the statement of work as well as verification of conformance w... |
| 4.5.2 A one hundred percent (100%) inspection of the finished product will be accomplished. This inspection will be a two-part inspection consisting of a pre-final and a final inspection walkthrough by the contracting officer, contracting officer repr... |
| 4.5.3 Upon completion of the pre-final inspection, a pre-final inspection report will be prepared by the COR and forwarded to the contractor. All discrepancies noted in the pre-final inspection report must be corrected by the contractor to the satisfa... |
| 4.5.4 The contractor will be held accountable for the successful execution of the project in accordance with the contract documents. Failure to meet the requirements of the contract may result in liquidated damages charged to the contractor at a pre-... |
| 4.6 HOURS OF OPERATION. The hours of work shall be between 7:00 a.m. and 5:00 p.m. Monday through Friday unless otherwise prescribed by this statement of work. Work shall not be performed on Weekends and Federal Holidays without prior coordination f... |
| 4.7 The contractor shall schedule and arrange work with each building facility manager at least two (2) working days before beginning work in each building. The contractor shall make every effort to minimize the interference and effect on the governm... |
| 4.8 PRIOR TO ANY WORK STARTING ON A FACILITY, A MANDATORY WALK THROUGH SHALL BE SCHEDULED AND ACCOMPLISHED WITH THE GOVERNMENT PROJECT MANAGER OR CONSTRUCTION INSPECTOR FOR EXPLANATION AND REQUIREMENTS OF WORK WITHIN EACH BUILDING. |
| 4.9 BASE ACCESS. Base security personnel require that all personnel entering the installation be cleared for access. The contractor will provide first name, last name, driver’s license number and applicable vehicle data for all personnel accessing t... |
| 4.10 MATERIAL SAFETY DATA SHEETS AND LABELS. The contractor shall maintain a copy of the Environmental Protection Agency or State Registered Labels, plus Material Data Sheets for all paints, primers, solvents, inhibitors, or solutions used in connecti... |
| 4.11 TECHNICAL COMPETENCE AND ABILITY. If requested by the Government, the Contractor shall provide proof of technical competence and experience in the area of expertise required by this Statement of Work. The contractor shall be prepared to submit ... |
| 4.12 DIMENSIONS AND QUANTITY. All dimensions and quantities provided in the Statement of Work are estimates only. They are provided as a courtesy for contractors to estimate the magnitude of work or materials necessary to complete a task. They are ... |
| 4.13 WARRANTY. The contractor shall guarantee all workmanship and materials covered under this statement of work for a period of no less than 1 year from the date of project acceptance. This contractor’s warranty shall be included with any manufactu... |
| 4.14 CONTRACTOR MANPOWER REPORTING (CMR). The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Air Force collection site. The contractor... |
| Unit Identification Code (UIC) for the Requiring Activity: F8S3CC |
| Issuing Office DoDAAC: W912LA |
| 4.15 CONTRACTOR PAYMENT. Contractor shall submit an application and certificate for payments in Wide Area Work Flow (WAWF). |
| 4.15.1 The payment request shall include the following: |
| 4.15.1.1 Contractor’s application for payment |
| 4.15.1.2 Schedule of values |
| 4.15.1.3 Contract progress report |
| 4.15.1.4 Contract progress schedule |
| 5. SUBMITTALS |
| 5.1 All material approval submittals shall be forwarded to the COR and transmitted with an AF Form 3000. When submitting on a finish, texture or other material characteristic where a photograph is unacceptable, the Contractor shall provide a sample o... |
| 5.1.1 Electrical Wiring |
| 5.1.2 Metal Conduits, Tubing, and Fittings |
| 5.1.3 Non-Metallic Conduits, Tubing, and Fittings |
| 5.1.4 Divulge Valves |
| 5.1.5 Releasing Panels/Stations |
| 5.1.6 Addressable Fire Alarm Control Panel |
| 5.1.7 Surge Protection Devices |
| 5.1.8 Relief Valve Assemblies |
| 5.1.9 Line Pressure Regulator Assembly |
| 6. CLOSEOUT DOCUMENTATION |
| 6.1 10% Retainage will be released upon receipt of the following items: |
| 6.1.1 Contractor workmanship letter of warranty up to one year. |
| 6.1.2 Certificates of no debts to suppliers and vendors. |
| 6.1.3 Electronic pictures showing the area before and after repair. |
| 6.1.4 Recycling or Landfill proof of disposition document (if available). |
File details come from the government source that posted it.