SOLICITATION NOTICE
12 -- Design/Build Fire Water Supply System
- Notice Date
- 3/30/2015
- Notice Type
- Presolicitation
- NAICS
- 237110
— Water and Sewer Line and Related Structures Construction
- Contracting Office
- Department of Energy, Savannah River Nuclear Solutions, LLC, Savannah River Nuclear Solutions, LLC, Savannah River Site, Bldg 730-2B, Aiken, South Carolina, 29808, United States
- ZIP Code
- 29808
- Solicitation Number
- 03302015-2
- Archive Date
- 5/8/2015
- Point of Contact
- Jimmy Miles, Phone: 803-557-5235
- E-Mail Address
-
jimmy.miles@srs.gov
(jimmy.miles@srs.gov)
- Small Business Set-Aside
- N/A
- Description
- March 30, 2015 Re: Department of Energy (DOE), Savannah River Site (SRS), Aiken, South Carolina Fire Water System Upgrades for A-Area Request for Interest and Information Savannah River Nuclear Solutions (SRNS) is inviting you to submit information regarding a Fire Water Supply system for the Savannah River Site (SRS). This project will provide Fire Water Supply System upgrades to A-Area at SRS. We are seeking the following information for our conceptual design, budgeting, scheduling and planning purposes. The submitted Budget Planning Estimate and technical information will be for information purposes only. At a later date, SRNS procurement will initiate a Request for Proposal (RFP). Please use the contact information below if you have any questions regarding this request. SRNS appreciates your support and interest in this project. Responses are due by April 23, 2015. Requested information: I. SRNS is looking for a supplier that has an interest and the capability to perform the Design/Build effort for a new Fire Water System at the Savannah River Site (SRS). a. Note: This is for the Tank and Pump Island only II. Supplier to provide a budgetary estimate & schedule based on the information provided in this document. Budget and schedule shall be broken down into the following activities: a. Design b. Procurement c. Off-Site Fabrication d. On-Site Fabrication & Installation e. System Testing Key information for the budgetary planning estimate: a. Location is at the Savannah River Site, Aiken County, South Carolina. b. Supplier shall involve local union labor per a Site Support Alliance. (http://www.srs.gov/general/busiops/PMMD/pdfs/projectagreement.pdf) c. ASME NQA-1 2008/2009a quality program is required, see Attachment 2 for list of safety related items. * If a supplier does not have an ASME NQA-1 quality program, SRNS may elect to perform commercial grade dedication on the items, in accordance with the requirements of ASME NQA-1 2008/2009a. d. On-site construction / installation work shall comply with the Federal Davis-Bacon act. e. 10 CFR-851 applies, including a Corporate Safety and Health Plan and Task Specific Plans (TSPs). General Description This project will provide a new Fire Water Supply System for A-Area at the Savannah River Site (SRS), a Department of Energy (DOE) site south of Aiken, South Carolina. New fire water supply system shall consist of : a. A new fire water storage tank (welded or bolted) *300,000 Gallon Capacity - ground level tank *Designed and built in accordance with NFPA 22. b. Package fire pump assemblies * A diesel engine driven fire pump package. * An electric motor driven fire pump package. * Both 100% capacity, designed for ~1300 gpm @ 115 psig at discharge of valve house. * Designed and built in accordance with NFPA 20 c. Fire water pump house * Designed to house both the diesel and electric fire pumps, with a 2 hr fire wall between them. * Building shall be constructed in accordance with IBC requirements and must comply with the Life Safety Code (NFPA 101). Connections to existing SRS utilities will be required, including: a. Domestic Water System - to fill the fire water storage tank, and to supply new hose bibs and eye wash station. b. Sanitary Sewer System - to connect new floor drains. c. SRS Telecommunications System d. SRS 13.8 kV power system - to power the new pump house including electric motor driven fire pump and jockey pumps. e. Underground fire water header. See Attachment 1 and 2 for more details on specific technical and safety requirements. Please direct any questions by email to jimmy.miles@srs.gov or by phone at 803-557-5235. Jimmy Miles SRNS Procurement ATTACHMENT 1 Detailed Requirements for the Fire Water Supply System Each fire water supply package shall, as a minimum, consist of a fire pump, fire pump driver, fire pump controller, jockey pump, jockey pump driver, jockey pump controller, and test header. Fire Pumps: One 100 percent capacity Electric Motor Driven Fire Pump Package and one 100 percent Diesel Engine Driven Fire Pump Package will be provided in accordance with NFPA 20. Each fire pump and jockey pump shall be supplied from a suction-type fire water storage tank that shall be provided in accordance with NFPA 22. a. A maximum flow demand of 1291 gpm at 65 psig (including a 500 gpm hose allowance) calculated at the base of riser. b. A maximum pressure demand of 115 psig at 1285 gpm for sprinklers in the Building, calculated at the pressure gauge in the valve house. Approximate pressure drop between the interface point for each fire pump discharge and base of risers is approximately 10 psig. Each pressure demand shall be a minimum of 10 percent, but not less than 10 psi, below the selected fire pump curve at the corresponding residual flow. Rated pump capacity shall also be based on meeting a required fire flow demand per NFPA 1 of 2000 gpm at 20 psig. Provide fire pumps of the horizontal split-case, single stage centrifugal type of the fire pump manufacturer's standard construction and design. Electric Fire Pump Motor: 3 phase, 60 Hz, and 480 V motor. Electric Fire Pump Controller: Listed solid state, full service, and variable speed controller with soft start in accordance with NFPA 20. Provide a Firetrol® Model FTA 3130 or SRNS approved equal. Diesel Engine Driver : Provide engine with electric start capability in accordance with NFPA 20. Engine cooling shall be by heat exchanger with discharge back to the Fire Water Storage Tank. A variable speed control system shall be provided to limit discharge pressure at churn below the 175 psi listed distribution system pressure rating. Diesel Fuel Storage Tank : Install a double wall construction Fuel Storage Tank, including vent and fuel piping, in accordance with NFPA 20. Diesel Fire Pump Controller : Listed, solid state and compatible with diesel engine equipped with a variable speed control system in accordance with NFPA. Provide a Firetrol® Model FTA-1100-J or SRNS approved equal. Jockey Pumps: Provide a 50 gpm, vertical multistage centrifugal-type Jockey Pump with electric motor driver and controller in each fire pump package. If relief valves are required by NFPA 20, discharge shall be back to Fire Water Storage Tank. Jockey Pump Controllers : Listed, across-the-line starting. Provide Firetrol® Model FTA550E or SRNS approved equal. Fire Pump Test Header: Each fire pump package shall include an exterior hose valve test header and an interior test header with a flow meter in accordance with NFPA 20.Interior test header shall discharge back to the Fire Water Storage Tank. Pressure Relief Valves: Relief valves shall be ASME Section VIII-1 certified. Fire pump relief valves shall discharge back to the Fire Water Storage Tank Packaged Fire Pump Assemblies : Design shall be based on each fire pump, driver, and associated components being constructed, tested, and furnished as a packaged fire pump assembly on a structural platform in accordance with NFPA 20. Fire Water Pump House : Pump house shall consist of two pump rooms separated by a 2-hour fire rated wall. Each pump room shall house a fire pump package which shall be independent of the fire pump package in the other pump room. Pump house systems such as fire alarm system, fire sprinkler system, electrical system, domestic water system, etc. shall be common to both pump rooms. As a minimum, each pump room will have doors to permit personnel access and for equipment access and removal. Design a storm water management system, as a minimum, to meet the requirements of SCR.72-300. Architectural: Type of Construction: Type II (ICC IBC), minimum; Life Safety and Building Protection: Comply with NFPA 101 and ICC IBC. C. Roof Assembly: Comply with ICC IBC Chapter 15, Cool Roof System; Fire wall shall be constructed in accordance with a UL listed design and NFPA 221; Equipment layout and access: 29 CFR PT 1910, Subpart D. Electrical: Design and install electrical distribution systems in accordance with NFPA 70 and IEEE C2. Provide area lighting in accordance with the IESNA HB-9. SRNS will install a feeder tap from the existing 13.8 kV, 3 phase, 3 wire overhead line at pole # A6535 to a new riser pole in close proximity to the new pump house. A gang operated switch (14.4 kV, 1200 A continuous, 600 A load break) will be installed by SRNS. For motors rated at ½ horsepower and larger, provide motors rated for 480 V, 3 phase, 60 Hz service. Install a ground grid around the new substation, Pump House and Storage Tank in accordance with NFPA 70 and IEEE 142. Provide a lightning protection system in accordance with NFPA 780. Provide a UL listed fire alarm system in accordance with NFPA 72 which includes fire alarm control panel, initiating devices, annunciators, automatic fire detectors, manual pull stations, and alarm notification appliances. Pump House Fire Suppression System: Design a hydraulically calculated, automatic wet-pipe sprinkler system that protects the pump house in accordance with NFPA 13. Perform Sprinkler System Hydraulic Calculations based on the new fire water pump curves. Design shall be based on an occupancy classification of "Extra Hazard Group 1" as defined by NFPA 13 and shall include a fire hose allowance of 500 gpm. Perform computer based hydraulic calculations in accordance with NFPA 13 using Hydraulic Analysis of Sprinkler Systems (HASS) which is the only software approved for use by SRS. Design such that hydraulic demand is a minimum of 10 percent, but not less than 10 psi, below the system water supply curve. Fire Water Storage Tank : Provide a dedicated suction type fire water storage tank in accordance with NFPA 22. Base required tank capacity on supplying the largest water-based fire suppression system demand, including fire hose allowance, for a minimum of two hours. Capacity shall not be less than 300,000 gallons of usable volume. Equip with an automatic fill system capable of refilling the tank to the required minimum volume within 8 hours in accordance with NFPA 22. SRS Domestic Water System will be used to fill the tank through a listed backflow preventer and an altitude valve assembly. Underground Fire Water Piping : Design in accordance with NFPA 24. Provide new piping, as required, between each fire pump discharge and the designated tie-in point. UL Listed underground piping: Cement-lined ductile iron per AWWA C151/A21.51. Fittings: In accordance with either AWWA C110/A21.10 or AWWA C153/A21.53 and cement lined. Underground Domestic Water Piping: Domestic water piping shall be sized to fill the Fire Water Storage Tank and to provide an alternate water supply to the fire water pumps, when the tank is not available. Design new piping routed between the pump house and the interface point to supply hose bibs and safety shower/eyewash station in the pump house. Structural: Prepare the design for structures, systems, and components in accordance with NFPA 22, ICC IBC and the following: Wind Loads (W): Determine in accordance with procedures in ASCE 7; Velocity pressure exposure coefficient, KZ per Exposure "C"; Topographic factor, KZT = 1.0; Basic wind speed (3 second gust), V = 126 MPH; ICC IBC Risk Category IV; Note change in wind load factor in IBC-2012 and ASCE 7-10 versus prior editions. Seismic Loads (E): Importance factor, IE = 1.50; Short-period spectral acceleration, SDS = 0.317g; 1-second period spectral acceleration, SD1 = 0.17g; Site Classification "D"; ICC IBC Risk Category IV; Design anchorage to concrete per ACI 318, Appendix D. Field Conditions: All utilities will be provided within 25 feet of building and tank. Geotechnical Information : Three mud rotary borings were performed at the proposed location of the A Area Fire Water Tank. The borings were spaced equally around a 45 foot diameter circle. The location of the circle was determined based on conversations with the project team. SPT and Shelby Tube samples were collected from depths of 6 feet to 120 feet. SPT samples were collected using an auto-hammer. Below 30 feet, the SPT samples were collected on 5 foot intervals. All Shelby Tubes were collected between depths of 6 feet and 64 feet. The project site was previously used as a laydown area, and is covered in asphalt pavement. The upper six feet were hand augured prior to drilling. Below the asphalt and base course, the upper six feet generally consisted of clayey sand and low plasticity sandy clay. The upper 15 feet were generally characterized by low to medium plasticity sandy clay; the average measured blow count is 13 blows per foot. Below 15 feet, the soil column is generally characterized by loose to medium clayey sands. Measured blow counts from 15 to approximately 80 feet ranged from 4 to 12 blows per feet with an average of approximately 7-8 blows per foot. From 80 to 100 feet the measured blow counts ranged from 2 to 9 blows per foot with an average of approximately 4 blows per foot. In one borehole layers of sandy clay and silty sandy clay were observed between 55 and 65 feet. Below 100 feet, the measured blow counts ranged 10 to 79 blows per foot, with an average of approximately 25 blows per foot. The groundwater table at the project site is located at approximately 140 feet. Quality Requirements: The A-Area Fire Water Supply hydraulic systems are classified as Nuclear Safety Related and are considered essential in meeting the system safety function of providing adequate pressure and flow to meet the maximum demands of the Savannah River National Laboratory (SRNL) safety related sprinkler systems. SRNL sprinklers are required to operate properly to support worker safety. Coatings: Equipment shall be coated or otherwise protected to prevent detrimental corrosion in the system. Required Codes and Standards: 1 American Concrete Institute (ACI) - 318, 2011, Building Code Requirements for Structural Concrete and Commentary. 2 American Society of Civil Engineers (ASCE) - 7, 2010, Minimum Design Loads for Buildings and Other Structures. 3 American Society of Mechanical Engineers (ASME) : NQA-1, 2008/2009a, Quality Assurance Requirements for Nuclear Facility Applications and Boiler and Pressure Vessel Code, Section VIII-1, 2013, Division 1 Rules for Construction of Pressure Vessels. 4 American Water Works Association (AWWA): C104/A21.4, 2008, Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water, Includes Erratum: 1/2010; C110/A21.10, 2012, Ductile-Iron and Gray-Iron Fittings; C151/A21.51, 2009, Ductile-Iron Pipe, Centrifugally Cast; C153/A21.53, 2011, Ductile-Iron Compact Fittings; C600, 2010, Installation of Ductile-Iron Water Mains and Their Appurtenances 5 International Code Council (ICC): IBC, 2012, International Building Code; IFC, 2009, International Fire Code; 6 IPC, 2009, International Plumbing Code 7 Institute of Electrical and Electronics Engineers, Inc. (IEEE) - C2, 8 National Electric Safety Code, 2012 Edition 9 International Safety Equipment Association (ISEA) - Z358.1, 2009, Emergency Eyewash and Shower Equipment 10 National Fire Protection Association (NFPA): a. 1, Fire Code - 2015 Edition b. 13, Standard for the Installation of Sprinkler Systems - 2013 Edition c. 20, Standard for the Installation of Stationary Pumps for Fire Protection - 2013 Edition d. 22, Standard for Water Tanks for Private Fire Protection - 2013 Edition e. 24, Standard for the Installation of Private Fire Service Mains and Their Appurtenances -2013 Edition f. 70, National Electrical Code - 2008 Edition g. 72, National Fire Alarm and Signaling Code - 2013 Edition h. 101, Life Safety Code - 2012 Edition i. 221, Standard for High Challenge Fire Walls, Fire Walls, and Fire Barrier Walls - 2012 Edition 241, Standard for Safeguarding Construction, Alteration, and Demolition Operations - 2013 Edition j. 780, Standard for the Installation of Lightning Protection Systems - 2014 Edition 11 10 CFR PT 431, Energy Efficiency Program for Certain Commercial and Industrial Equipment 12 29 CFR PT 1910, Occupational Safety and Health Standards 13 29 CFR PT 1926, Safety and Health Regulations for Construction 14 SCR.72-300, Standards for Storm Water Management and Sediment Reduction 15 DOE STD-1066-2012, Fire Protection QUALITY REQUIREMENTS (Attachment 2) A-Area Fire Protection Water Supply System Function Requirement: Support the facility sprinkler system to reduce the intensity and propagation of a fire to the extent that is does not involve the entire facility; thereby mitigating radiological consequences. Structures, Systems Components (SSC) • Electric Fire Pump o Safety Related  Yes - Active Function o High Level Critical Characteristics  Operability is defined as the ability to deliver an adequate amount of water (pressure and flow) to a fire in its coverage area for 2 hours o Codes / Standards / Testing Requirements  UL 218, 1004-5, 1004A, 448A, 448  Field Acceptance Testing  NFPA 20, 70, 72 • Fire Pump Check Valves o Safety Related  Yes - Passive Function o High Level Critical Characteristics  Prevent loss of pressure boundary for 773-A fire sprinkler systems o Codes / Standards / Testing Requirements  Valve - UL 312  Field Acceptance Testing  Verify the NRTL Listing is current • Diesel Fire Pump o Safety Related  Yes - Active Function o High Level Critical Characteristics  Operability is defined as the ability to deliver an adequate amount of water (pressure and flow) to a fire in its coverage area for 2 hours. o Codes / Standards / Testing Requirements  UL 1247, 218A • Field Acceptance Testing • NFPA 20, 70, 72 • Engineering Guide 15591-G • Fire System Isolation Valves o Safety Related  Yes - Passive Function o High Level Critical Characteristics  Prevent loss of pressure boundary for 773-A fire sprinkler systems o Codes/ Standards / Testing Requirements  Valve - FM Class 1120 /1130, UL 1091, 262 Listed  Field Acceptance Testing  Verify the NRTL Listing is current • Jockey Pumps o Safety Related  Yes - Passive Function o High Level Critical Characteristics  Prevent loss of pressure boundary for 773-A fire sprinkler systems o Codes / Standards / Testing Requirements  NFPA 20, 70, 72  Field Acceptance Testing • Storage Tank o Safety Related  Yes - Passive Function o High Level Critical Characteristics  Prevent loss of pressure boundary for 773-A fire sprinkler systems o Codes / Standards / Testing Requirements  NFPA 22, 13, 72  Field Acceptance Testing • Water Level Instrumentation to SRNL o Safety Related  Yes - Active Function o High Level Critical Characteristics  Operability is defined as the ability to deliver an adequate amount of water (pressure and flow) to a fire in its coverage area for 2 hours o Codes / Standards / Testing Requirements  UL Listed, NFPA 22, 72  Verify the NRTL Listing is current  Field Acceptance Testing • Fire Pump Status Instrumentation to SRNL o Safety Related  Yes - Active Function o High Level Critical Characteristics  Operability is defined as the ability to deliver an adequate amount of water (pressure and flow) to a fire in its coverage area for 2 hours o Codes / Standards / Testing Requirements  UL Listed, NFPA 22, 72  Verify the NRTL Listing is current  Field Acceptance Testing • Fire Pump Controller o Safety Related  Yes - Active Function o High Level Critical Characteristics  Operability is defined as the ability to deliver an adequate amount of water (pressure and flow) to a fire in its coverage area for 2 hours o Codes / Standards / Testing Requirements  UL 218  Field Acceptance Testing • Fire Pump Circulation / Relief Valves o Safety Related  Yes - Passive Function o High Level Critical Characteristics  Prevent loss of pressure boundary for 773-A fire sprinkler systems o Codes / Standards / Testing Requirements  UL 1478  Field Acceptance Testing  NFPA 20 • Fire Water Suction / Discharge Piping o Safety Related  Yes - Passive Function o High Level Critical Characteristics  Prevent loss of pressure boundary for 773-A fire sprinkler systems o Codes / Standards / Testing Requirements  NFPA 24  Field Acceptance Testing  AWWA C151 / A21.51 • Pump House, including separation wall o Safety Related  No o Codes / Standards / Testing Requirements  Type II, ICC IBC • Slab Foundation o Safety Related  No o Codes / Standards / Testing Requirements  Type II, ICC IBC • Pump House Sprinkler System o Safety Related  No o Codes / Standards / Testing Requirements  NFPA 13  Field Acceptance Testing • Pump House Fire Wall o Codes / Standards / Testing Requirements  NFPA 221 • Pump House Environmental Control Heating / Ventilation o Safety Related  No o Codes / Standards / Testing Requirements  NFPA 20 • Backflow Preventer o Safety Related  No o Codes / Standards / Testing Requirements  SCDHEC Approved • Domestic Water Piping o Safety Related  No o Codes / Standards / Testing Requirements  AWWA C151 / A21.51  Field Acceptance Testing • Domestic Water Valve o Safety Related  No o Codes / Standards / Testing Requirements  AWWA C151 / A21.51  Field Acceptance Testing • Electric Power o Safety Related  No o Codes / Standards / Testing Requirements  NFPA 70 • Fire Pump Status Instrumentation to SRSOC o Safety Related  No o Codes / Standards / Testing Requirements  NFPA 72  Field Acceptance Testing • Fire Tank Instrumentation to SRCOC o Safety Related  No o Codes / Standards / Testing Requirements  NFPA 72  Field Acceptance Testing
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- Place of Performance
- Address: Savannah River Site, A-Area, Aiken, South Carolina, 29808, United States
- Zip Code: 29808
- Zip Code: 29808
- Record
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