13.33 mgd each, to assess flocculation and
sedimentation performance.
1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium-High NBR-NT-018 Expansion 04 – Pretreatment Pretreatment Expansion Construct 2nd flash mix facility
Construct 4th and 5th pretreatment trains
Increase sludge pumping capacity
1 lump sum $4,121,250 $4,121,250 $7,232,794 Chapter 8 N/A NBR-NT-019 Capacity Rehabilitation 05 - Filtration Filter Optimization Study Identify strategies for improving filter loading rates to achieve overall NBRWTP production capacity
of 40 mgd
1 lump sum $59,000 $59,000 $103,545 Chapter 8 Medium-High NBR-NT-020 Condition-Related 05 - Filtration Filtration Coating Repair Coat or recoat existing corroded galvanized steel pipe
and instrument supports.
Recoat flanged piping hardware (bolt and nuts) at
connections dismantled during previous
improvement projects.
1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium-High NBR-NT-021 Condition-Related 05 - Filtration Filtration Large Diameter Valve Replacement Replace remaining original large diameter valves 1 lump sum $198,240 $198,240 $347,911 Chapter 8 Medium-High NBR-NT-022 Condition-Related 05 - Filtration Filtration Leakage Repair Identify and eliminate leaking through conduits between filter deck and MCC and spare parts rooms 1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium-High NBR-NT-023 Condition-Related 05 - Filtration Filtration MCC Replacement (MCC 5EM) Replace original MCC-5EM 1 lump sum $160,480 $160,480 $281,642 Chapter 8 Medium-High NBR-NT-024 Condition-Related 05 - Filtration Filtration Victaulic Coupling Repair Replace or repair remaining large diameter Victaulic
couplings; if replacement gaskets cannot be sourced,
switch to alternative takedown coupling style
1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium-High Quantity and
Unit
Table 2A. North Bay Regional Water Treatment Plant - Near-Term (2030) System Capital Improvements n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 4 of 23
City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Type(s) Process Area Project Name Project Description Unit
Construction Cost,
dollars(a,b)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost, dollars(c)
Source of
Recommendation Risk Ranking/Score
Quantity and
Unit
Table 2A. North Bay Regional Water Treatment Plant - Near-Term (2030) System Capital Improvements NBR-NT-025 Performance-Related 05 - Filtration Filter Underdrain Replacement Replace existing filter underdrains with Leopold-style
underdrains; this improvement should be timed to
coincide with filter media replacements, or with
expansion of the filter facility
1 lump sum $890,376 $890,376 $1,562,610 Chapter 8 Medium-High NBR-NT-026 Performance-Related 05 - Filtration Filter Gallery Access Improvements Modify gallery to accommodate larger floor-level access doorway on east end of gallery 1 lump sum $118,000 $118,000 $207,090 Chapter 8 Medium-High NBR-NT-027 Expansion 05 - Filtration Filtration Expansion Construct filters 9 through 12 1 lump sum $4,490,828 $4,490,828 $7,881,403 Chapter 8 N/A NBR-NT-028 Performance-Related 06 – Post-Ozonation Post-Ozone Chlorine Contact To provide additional CT, and reduce the amount of
future chlorine contact volume required, relocate the
existing sodium hypochlorite injection location to the
upstream end of the contactors
1 lump sum $0 $0 $0 Chapter 8 Medium-Low
NBR-NT-029 Condition-Related 06 – Post-Ozonation Post-Ozone Large Diameter Valve Replacement Replace remaining original large diameter valves 1 lump sum $198,240 $198,240 $347,911 Chapter 8 Medium-Low NBR-NT-030 Condition-Related 06 – Post-Ozonation Post-Ozone MCC Replacement (MCCs 6EMA and 6 EMB) Replace original MCCs 6EMA and 6EMB 1 lump sum $320,960 $320,960 $563,285 Chapter 8 Medium-Low NBR-NT-031 Expansion 06 – Post-Ozonation Disinfection Expansion Expand chlorine contact basin 1 lump sum $137,532 $137,532 $241,369 Chapter 8 N/A NBR-NT-032 Condition-Related 07 – Treated Water Pump Station TWPS Large Diameter Valve Replacement Replace remaining original large diameter isolation valves (primarily butterfly valves) and gearboxes 1 lump sum $55,067 $55,067 $96,642 Chapter 8 Medium-High NBR-NT-033 Condition-Related 07 – Treated Water Pump Station TWPS MCC Replacement (MCCs 7EM1 and 7EM2) Replace original MCCs 7EM1 and 7EM2 1 lump sum $373,918 $373,918 $656,227 Chapter 8 Medium-High NBR-NT-034 Condition-Related 07 – Treated Water Pump Station TWPS Pump Replacement Continue regular inspection and reconditioning of
original (1988) treated water and backwash pumps;
replace equipment when reconditioning ceases to be
cost-effective, or effective in maintaining suitable
performance
1 lump sum $1,534,000 $1,534,000 $2,692,170 Chapter 8 Medium-High NBR-NT-035 Expansion 07 – Treated Water Pump Station Treated Water Pumping Expansion Enlarge treated water pumps to convey larger flows 1 lump sum $235,500 $235,500 $413,303 Chapter 8 N/A NBR-NT-036 Condition-Related 08 – Ozone Generation & LOX Storage Ozone Generation HVAC Equipment Replacement Replace remaining original HVAC equipment 1 lump sum $198,240 $198,240 $347,911 Chapter 8 Medium NBR-NT-037 Condition-Related 08 – Ozone Generation & LOX Storage Ozone Generation MCC Replacement (MCCs 8M, 8MA, and 8MB) Replace original MCCs 8M, 8MA, and 8MB 1 lump sum $481,440 $481,440 $844,927 Chapter 8 Medium NBR-NT-038 Condition-Related 09 - Blower Bldg Blower Bldg Blower Replacement Continue regular inspection and maintenance of
original positive displacement blowers; replace
equipment when maintenance contract ceases to be
cost-effective, or effective in maintaining suitable
performance. If not before, replace the original
blowers as a part of a future NBRWTP expansion, and
consider variable speed blowers for replacement units
1 lump sum $113,280 $113,280 $198,806 Chapter 8 Medium-High NBR-NT-039 Condition-Related 09 - Blower Bldg Blower Bldg Boiler Equipment Removal Remove existing boiler-related equipment and
terminate all related electrical, instrumentation and
piping connections
1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium-High NBR-NT-040 Condition-Related 09 - Blower Bldg Blower Bldg MCC Replacement (MCCs 9M and 9EM) Replace original MCCs 9M and 9EM 1 lump sum $373,918 $373,918 $656,227 Chapter 8 Medium-High NBR-NT-041 Condition-Related 09 - Blower Bldg Blower Bldg Seismic Risk Assessment Conduct Tier 2 and/or Tier 3 seismic risk assessment(s) to evaluate post-seismic event occupancy capabilities 1 lump sum $17,500 $17,500 $30,713 Chapter 8 Medium-High NBR-NT-042 Condition-Related 10 - Chemicals Chemical Recirculation Pump Replacement Replace existing chemical recirculation pumps 1 lump sum $15,733 $15,733 $27,612 Chapter 8 Medium NBR-NT-043 Condition-Related 10 - Chemicals Chemical Storage Piping Replacement Replace exposed outdoor chemical piping between
storage tanks and chemical metering room, including
both steel and PVC piping
1 lump sum $157,333 $157,333 $276,120 Chapter 8 Medium
NBR-NT-044 Condition-Related 10 - Chemicals Chemical Storage Tanks Replacement Replace original (1988) chemical storage tanks 1 lump sum $613,600 $613,600 $1,076,868 Chapter 8 Medium NBR-NT-045 Expansion 10 - Chemicals Chemical Systems Expansion Install 3rd alum and sodium hypochlorite
storage tanks
Install new metering pumps dedicated to additional
flash mix train
Replace metering pumps as needed to meet expanded
production rates
1 lump sum $146,010 $146,010 $256,248 Chapter 8 N/A
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 5 of 23
City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Type(s) Process Area Project Name Project Description Unit
Construction Cost,
dollars(a,b)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost, dollars(c)
Source of
Recommendation Risk Ranking/Score
Quantity and
Unit
Table 2A. North Bay Regional Water Treatment Plant - Near-Term (2030) System Capital Improvements NBR-NT-046
Capacity Rehabilitation
Performance-Related
Expansion
11 – Washwater Recovery New Washwater Equalization Basin Construct one (1) new washwater EQ basin 1 lump sum $3,759,627 $3,759,627 $6,598,145 Chapter 8 Medium NBR-NT-047
Capacity Rehabilitation
Performance-Related
Expansion
11 – Washwater Recovery Washwater Clarification Improvements Construct two (2) washwater clarifiers Construct thickened sludge pump station 1 lump sum $4,966,433 $4,966,433 $8,716,091 Chapter 8 Medium NBR-NT-048 Condition-Related 11 – Washwater Recovery Washwater Recovery MCC Replacement (MCC 11M) Replace original MCC 11M 1 lump sum $160,480 $160,480 $281,642 Chapter 8 Medium NBR-NT-049 Condition-Related 11 – Washwater Recovery Washwater Recovery Pump Replacement Replace original 500-gpm washwater return pumps;
alternatively, conduct periodic inspection and
reconditioning to extend the life of the original pumps Continue regular inspection and reconditioning of
original (1988) 2,000-gpm washwater return pump;
replace unit when reconditioning ceases to be costeffective, or effective in maintaining suitable performance
1 lump sum $196,667 $196,667 $345,150 Chapter 8 Medium
NBR-NT-050 Condition-Related 12 – Sludge Lagoons Sludge Lagoon Valve Replacement Replace original small-diameter valves 1 lump sum $31,467 $31,467 $55,224 Chapter 8 Medium-High NBR-NT-051 Expansion 12 – Sludge Lagoons Solids Handling Expansion Construct 5th and 6th sludge lagoons Increase decant pump station capacity 1 lump sum $810,434 $810,434 $1,422,312 Chapter 8 N/A NBR-NT-052 Condition-Related Other Drainage System for Electrical Vaults Design and construct permanent drainage system for electrical vaults 1 lump sum $78,667 $78,667 $138,060 Chapter 8 Medium $30,281,596 $53,144,201
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) For condition and performance-related improvements, only 67 percent of the total cost is included, since that is the portion that would be paid for by Fairfield (the remainder would be paid for by Vacaville). For expansion-related improvements, only a 3 million gallon per day expansion is assumed, since that is the portion of the expansion that is needed to support Fairfield's future needs. In reality a larger expansion is anticipated, but the cost associated with the additional expansion would be paid for by Vacaville. (c) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs.
Total for North Bay Regional Water Treatment Plant Near-Term (2030) n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 6 of 23
City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Type(s) Process Area Project Name Project Description Unit
Construction Cost,
dollars(a,b)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost,
dollars(c)
Source of
Recommendation
Risk Ranking/
Score
NBR-LT-001 Condition-Related 01 – Operations Building Ops Bldg Seismic Risk Assessment Conduct Tier 2 and/or Tier 3 seismic risk assessment(s) to evaluate post-seismic event occupancy capabilities. 1 lump sum $17,500 $17,500 $30,713 Chapter 8 Medium NBR-LT-002 Condition-Related 02A – Putah South Canal Intake & Metering PSC Intake HVAC Equipment Replacement Replace original HVAC equipment. 1 lump sum $257,712 $257,712 $452,285 Chapter 8 Medium NBR-LT-003 Condition-Related 06 – Post-Ozonation Post-Ozone Corrosion Mitigation Investigate reported corrosion on the torsion bar for the contactor effluent valves. 1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium-Low NBR-LT-004 Condition-Related 06 – Post-Ozonation Post-Ozone Equipment Removal If DDW is amenable to removal, remove existing ozonerelated equipment (e.g., ozone destruct units, off-gas blowers, purge blower) and terminate all related
electrical, instrumentation and piping connections.
1 lump sum $59,000 $59,000 $103,545 Chapter 8 Medium-Low NBR-LT-005 Condition-Related 08 – Ozone Generation & LOX Storage LOX Storage Corrosion Mitigation Address minor corrosion at base plates of horizontal LOX storage vessels. 1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium NBR-LT-006 Condition-Related 08 – Ozone Generation & LOX Storage Ozone Generation Parts Storage Restraints Provide restraints for spare parts on shelves in original gas preparation room.
1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium
NBR-LT-007 Condition-Related 08 – Ozone Generation & LOX Storage Ozone Generation Seismic Risk Assessment Conduct Tier 2 and/or Tier 3 seismic risk assessment(s) to evaluate post-seismic event occupancy capabilities 1 lump sum $17,500 $17,500 $30,713 Chapter 8 Medium NBR-LT-008 Condition-Related 10 - Chemicals Chemical Spill Structure Corrosion Mitigation Address corrosion and recoat deck-mounted
baseplate for Vanton pump serving chemical spill
containment basins.
1 lump sum $19,667 $19,667 $34,515 Chapter 8 Medium
NBR-LT-009 Condition-Related 10 - Chemicals Chemical Storage Weather Protection (Hydrogen Peroxide)
Provide weather protection structure for outdoor
hydrogen peroxide metering pumps. 1 lump sum $39,333 $39,333 $69,030 Chapter 8 Medium NBR-LT-010 Performance-Related 10 - Chemicals Sodium Hypochlorite Metering Pump Improvements
Relocate or replace sodium hypochlorite metering
pumps to facilitate pedestal mounting and eliminate
the existing manufacturer-provided skid.
1 lump sum $70,800 $70,800 $124,254 Chapter 8 Medium
NBR-LT-011 Condition-Related 13 – Warehouse Building Warehouse Building Parts Storage Restraints Provide restraints for spare .parts and equipment stored on shelves. 1 lump sum $19,667 $19,667 $34,515 Chapter 8 Low NBR-LT-012 Condition-Related 13 – Warehouse Building Warehouse Building Seismic Risk Assessment Conduct Tier 2 and/or Tier 3 seismic risk assessment(s) to evaluate post-seismic event occupancy capabilities. 1 lump sum $17,500 $17,500 $30,713 Chapter 8 Low $577,679 $1,013,826 -- --
Table 2B. North Bay Regional Water Treatment Plant - Long-Term (2050) System Capital Improvements Quantity and
Unit
Total for North Bay Regional Water Treatment Plant Long-Term (2050) (a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) For condition and performance-related improvements, only 67 percent of the total cost is included, since that is the portion that would be paid for by Fairfield (the remainder would be paid for by Vacaville). (c) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 7 of 23
City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Type(s) Process Area Project Name Project Description Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost, dollars(b)
Source of
Recommendation Risk Ranking/Score
WTM-NT-001 Condition-Related 11 – PSC Intake and Low Lift Pump Station PSC Intake and Low Lift PS PLC Replacement Replace existing PLC 41 1 lump sum $177,000 $177,000 $310,635 Chapter 8 Medium-High WTM-NT-002 Condition-Related 11 – PSC Intake and Low Lift Pump Station PSC Intake Coating Repair Recoat corroded metallic surfaces at PSC intake (e.g., equipment supports, drum screen shrouds) 1 lump sum $11,800 $11,800 $20,709 Chapter 8 Medium-High WTM-NT-003 Condition-Related 11 – PSC Intake and Low Lift Pump Station PSC Intake Drum Screen Replacement Replace original (1974) drum screen no. 2 at PSC intake(a) 1 lump sum $590,000 $590,000 $1,035,450 Chapter 8 Medium-High WTM-NT-004 Condition-Related 11 – PSC Intake and Low Lift Pump Station PSC Intake Washwater Pump Replacement Replace original (1974) washwater pumps at PSC intake(a) 1 lump sum $59,000 $59,000 $103,545 Chapter 8 Medium-High WTM-NT-005 Condition-Related 11 – PSC Intake and Low Lift Pump Station LLPS Replacement - Replace VFDs for LLPS pumps
- Replace original (1974) pump discharge valves
and actuators at LLPS(a)
- Replace LLPS pressure switches, level indicator, and
instrumentation
- Replace original (1985) LLPS pumps(a)
1 lump sum $1,709,402 $1,709,402 $3,000,000 Chapter 8 Medium-High WTM-NT-006 Condition-Related 12 - Pretreatment Pretreatment PLC Replacement Replace existing PLC 51 1 lump sum $177,000 $177,000 $310,635 Chapter 8 Medium WTM-NT-007 Condition-Related 12 - Pretreatment Actiflo Gate Repair Repair or replace Actiflo effluent channel sluice gate seal(s) 1 lump sum $11,800 $11,800 $20,709 Chapter 8 Medium WTM-NT-008 Condition-Related 13 – Ozone Contact and Intermediate Chemical Addition ICA Gate Replacement Replace original (1974) inlet and outlet gates at intermediate chemical addition(a) 1 lump sum $49,560 $49,560 $86,978 Chapter 8 Medium WTM-NT-009 Condition-Related 14 - Filters Filtration System PLC Upgrade Upgrade existing PLC Allen-Bradley CompactLogix processors and software(a) 1 lump sum $177,000 $177,000 $310,635 Chapter 8 Medium-High WTM-NT-010 Condition-Related 14 - Filters Filter Valve Actuator Replacement Replace existing motorized valve actuators(a) 1 lump sum $1,239,000 $1,239,000 $2,174,445 Chapter 8 Medium-High WTM-NT-011 Condition-Related 14 - Filters Filter Instrument Replacement Replace particle counters, and differential pressure transmitters
1 lump sum $200,600 $200,600 $352,053 Chapter 8 Medium-High WTM-NT-012 Condition-Related 14 - Filters Filter Valve Replacement Replace original (1974) filtered water isolation valves(a) 1 lump sum $70,800 $70,800 $124,254 Chapter 8 Medium-High WTM-NT-013 Capacity Rehabilitation 14 - Filters Filter Optimization Study Identify strategies for improving filter loading rates to achieve overall Waterman WTP production capacity of
30 mgd
1 lump sum $88,500 $88,500 $155,318 Chapter 8 Medium-High WTM-NT-014 Condition-Related 15 – High Lift Pump Station and Bridge Vault HLPS Improvements Complete planned HLPS improvements project 1 lump sum $0 $0 $0 Chapter 8 Medium-High WTM-NT-015 Condition-Related 15 – High Lift Pump Station and Bridge Vault Bridge Vault Access Improvements Replace bridge vault hatch doors with material suitable for continuous moisture exposure. 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium-High WTM-NT-016 Condition-Related 15 – High Lift Pump Station and Bridge Vault Bridge Vault Valve Replacement Replace original (1974 and/or 1985) valves and remaining original actuators in bridge vault.(a) 1 lump sum $159,300 $159,300 $279,572 Chapter 8 Medium-High WTM-NT-017 Condition-Related 16 – Chemicals Chemical Systems PLC Upgrade Upgrade existing PLC45 Allen-Bradley CompactLogix processor and software(a) 1 lump sum $177,000 $177,000 $310,635 Chapter 8 Medium-High WTM-NT-018 Condition-Related 16 – Chemicals Chemical Systems Instrument Replacement Replace original (2010) flow, level, and pressure instruments
1 lump sum $307,980 $307,980 $540,505 Chapter 8 Medium-High WTM-NT-019 Condition-Related 17 – LOX Storage and Ozone Generation LOX and Ozone System Improvements Complete in-progress LOX and generation improvements project
1 lump sum $0 $0 $0 Chapter 8 Medium
WTM-NT-020 Condition-Related 19 – Sludge Clarifiers and Lagoons Residuals Handling Instrument Replacement Replace original (2010) turbidimeters and level instruments
1 lump sum $94,400 $94,400 $165,672 Chapter 8 Medium
WTM-NT-021 Performance-Related 19 – Sludge Clarifiers and Lagoons Thickened Sludge Pump Station Design and install provisions to convey sludge to Lagoon No. 3 (e.g., via pump station). 1 lump sum $157,000 $157,000 $275,535 Chapter 8 Medium WTM-NT-022 Performance-Related 20 – Operations Building Control Room Upgrades Design and construct modifications to control room
for improved utility (e.g., additional and/or moving
workstations, standing desks, etc.).
1 lump sum $118,000 $118,000 $207,090 Chapter 8 Medium
WTM-NT-023 Performance-Related 20 – Operations Building Operations Building Controls Improvements Design and implement modifications to power
distribution and/or HVA.C controls to address
tripping issues
1 lump sum $118,000 $118,000 $207,090 Chapter 8 Medium
WTM-NT-024 Condition-Related 20 – Operations Building Operations Building HVAC Replacement Replace original (1990) HVAC air handling units and heat pumps(a) 1 lump sum $832,608 $832,608 $1,461,227 Chapter 8 Medium WTM-NT-025 Condition-Related 21 – Blower Building / Zone 3 Pump Station Blower Bldg / Zone 3 PS PLC Upgrade Upgrade existing PLC42 Allen-Bradley CompactLogix processor and software(a) 1 lump sum $177,000 $177,000 $310,635 Chapter 8 Medium WTM-NT-026 Condition-Related 21 – Blower Building / Zone 3 Pump Station Zone 3 PS VFD Replacement Replace VFD for Zone 3 Pump No. 1 1 lump sum $17,700 $17,700 $31,064 Chapter 8 Medium WTM-NT-027 Condition-Related 21 – Blower Building / Zone 3 Pump Station Blower Bldg / Zone 3 PS Roof Repair Repair leak in roof above MCC room 1 lump sum $26,250 $26,250 $46,069 Chapter 8 Medium Table 3A. Waterman Water Treatment Plant - Near-Term (2030) System Capital Improvements Quantity and
Unit
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 8 of 23
City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Type(s) Process Area Project Name Project Description Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost, dollars(b)
Source of
Recommendation Risk Ranking/Score
Table 3A. Waterman Water Treatment Plant - Near-Term (2030) System Capital Improvements Quantity and
Unit
WTM-NT-028 Condition-Related Other / Plantwide Miscellaneous PLC Upgrades Replace other end-of-life and discontinued PLC
hardware not captured above. Refer to the Waterman
WTP “SCADA Cybersecurity Baseline Assessment &
Recommendations” report (West Yost, October 2022)
for additional details.
1 lump sum $177,000 $177,000 $310,635 Chapter 8 Medium
WTM-NT-029 Capacity Rehabilitation 14 - Filters Filter Optimization Study Identify strategies for improving filter loading
rates to achieve overall Waterman WTP production
capacity of 30 mgd
1 lump sum $88,500 $88,500 $155,318 Chapter 8 Medium-High WTM-NT-030 Performance-Related 11 – PSC Intake and Low Lift Pump Station Raw Water Sampling O&M Improvements Relocate and reconfigure raw water sample pumps
and instruments (i.e., those currently located beneath
the bridge crossing upstream of the PSC intake) for
improved O&M
1 lump sum $39,250 $39,250 $68,884 Chapter 8 Medium-High WTM-NT-031 Performance-Related 11 – PSC Intake and Low Lift Pump Station PSC Intake Screen Isolation Improvements Install gates or other mechanism to individually isolate intake screens 1 lump sum $125,600 $125,600 $220,428 Chapter 8 Medium-High WTM-NT-032 Performance-Related 11 – PSC Intake and Low Lift Pump Station PSC Intake Pump Improvements Install coarse screening system for PSC intake washwater pumps 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium-High WTM-NT-033 Performance-Related 11 – PSC Intake and Low Lift Pump Station LLPS Feasibility Study Conduct a detailed evaluation of LLPS operations to identify optimal replacement pump sizing 1 lump sum $35,400 $35,400 $62,127 Chapter 8 Medium-High WTM-NT-034 Performance-Related 11 – PSC Intake and Low Lift Pump Station Carbonic Acid Injection System Improvements Modify CO2 injection system to avoid gas buildup / air binding in LLPS discharge header 1 lump sum $314,000 $314,000 $551,070 Chapter 8 Medium-High WTM-NT-035 Performance-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone Instrumentation Reliability Study Evaluate modifications to ozone residual analyzers to mitigate impact of polymer carryover from Actiflo 1 lump sum $29,500 $29,500 $51,773 Chapter 8 Medium WTM-NT-036 Performance-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone Quenching System Improvements
Design and install method for quenching ozone
residual to 1) eliminate detectable ambient ozone at
ICA vault, and 2) mitigate potential impact on filter aid polymer dose
1 lump sum $314,000 $314,000 $551,070 Chapter 8 Medium
WTM-NT-037 Performance-Related 14 - Filters Filtered Water Sampling Improvements Relocate filtered water sample pump configuration to
allow for increased chemical dispersion and mixing
prior to sampling
1 lump sum $39,250 $39,250 $68,884 Chapter 8 Medium-High WTM-NT-038 Performance-Related 15 – High Lift Pump Station and Bridge Vault Bridge Vault Instrumentation Access Improvements
Relocate Bridge Vault instrumentation to new abovegrade housing, for improved access and better equipment protection
1 lump sum $59,000 $59,000 $103,545 Chapter 8 Medium-High WTM-NT-039 Performance-Related 16 – Chemicals Polymer System Reliability Study Evaluate increases to reliability of anionic polymer storage and feed system 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium-High WTM-NT-040 Performance-Related 16 – Chemicals Chemical Metering Pump Improvements To improve access for operations and maintenance,
consider modifying metering pumping systems to
replace skid-mounting configurations with pedestalmounted configurations 1 lump sum $300,900 $300,900 $528,080 Chapter 8 Medium-High WTM-NT-041 Performance-Related 16 – Chemicals Chemical Storage Improvements Consider increasing capacity of hypochlorite and
fluoride storage tanks to increase the minimum tank
level prior to receiving new deliveries
1 lump sum $325,680 $325,680 $571,568 Chapter 8 Medium-High Total for Waterman Water Treatment Plant Near-Term (2030) $8,665,580 $15,208,092 -- -- (a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 9 of 23
City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Type(s) Process Area Project Name Project Description Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost, dollars(b)
Source of
Recommendation Risk Ranking/Score
WTM-LT-001 Condition-Related 12 – Pretreatment Flash Mix Pump Evaluation Conduct additional evaluation of Flash Mix Pump No. 2 to diagnose cause of vibration. 1 lump sum $10,500 $10,500 $18,428 Chapter 8 Medium WTM-LT-002 Condition-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone Contactor Seismic Risk Assessment Conduct Tier 2 or Tier 3 seismic risk assessments to investigate cracking in the ozone contactors. 1 lump sum $26,250 $26,250 $46,069 Chapter 8 Medium WTM-LT-003 Condition-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone Contractor Access Hatch Repair Modify ozone contactor access hatches to mitigate stripped threads. 1 lump sum $29,500 $29,500 $51,773 Chapter 8 Medium WTM-LT-004 Condition-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone Contactor Valve Replacement Replace original (1990) inlet and outlet valves for Ozone Contactors Nos. 3 and 4.(a) 1 lump sum $70,800 $70,800 $124,254 Chapter 8 Medium WTM-LT-005 Condition-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone Contactor Crane Repair Repair or replace utility crane on west sideof contactors. 1 lump sum $59,000 $59,000 $103,545 Chapter 8 Medium WTM-LT-006 Condition-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone System MCC Replacement Replace original MCC 2M1. 1 lump sum $240,720 $240,720 $422,464 Chapter 8 Medium WTM-LT-007 Condition-Related 14 - Filters Filter Crack Investigation Further assess and seal concrete cracking
between Filters 6 and 8, and in filter top slab
near wall intersections.
1 lump sum $15,750 $15,750 $27,641 Chapter 8 Medium-High WTM-LT-008 Condition-Related 16 – Chemicals Chemical Building Crack Investigation Further assess cracking in CMU walls, and seal cracks against water intrusion.
1 lump sum $26,250 $26,250 $46,069 Chapter 8 Medium-High WTM-LT-009 Condition-Related 16 – Chemicals Chemical Building Waterproofing Apply exterior waterproofing to CMU structure. 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium-High WTM-LT-010 Condition-Related 16 – Chemicals Chemical Building Anchorage Provide anchorage for un-anchored or partially anchored skidded equipment. 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium-High WTM-LT-011 Condition-Related 19 – Sludge Clarifiers and Lagoons Sludge Clarifier Coating Repairs Continue periodic coating repairs for carbon steel clarifier mechanisms. 1 lump sum $47,200 $47,200 $82,836 Chapter 8 Medium WTM-LT-012 Condition-Related 19 – Sludge Clarifiers and Lagoons Sludge Clarifier Crack Investigations Further investigate cracking in sludge clarifier(s)
to determine if the cracking extends below the
grout topping.
1 lump sum $26,250 $26,250 $46,069 Chapter 8 Medium
WTM-LT-013 Condition-Related 21 – Blower Building / Zone 3 Pump Station Blower Bldg / Zone 3 PS Waterproofing Seal cracks in the CMU walls to prevent water intrusion.
1 lump sum $26,250 $26,250 $46,069 Chapter 8 Medium
WTM-LT-014 Condition-Related 21 – Blower Building / Zone 3 Pump Station Blower Bldg / Zone 3 PS Waterproofing Apply exterior waterproofing to the CMU walls. 1 lump sum $26,250 $26,250 $46,069 Chapter 8 Medium WTM-LT-015 Condition-Related Other / Plantwide Drainage System for Electrical and Chemical Vaults
Design and construct means for automatic removal of
accumulated water inside susceptible chemical
injection or electrical vaults throughout the WTP.
1 lump sum $118,000 $118,000 $207,090 Chapter 8 Medium
WTM-LT-016 Performance-Related 12 – Pretreatment Actiflo Access Improvements Design and install improved system for safely accessing Actiflo basin floor areas. 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium WTM-LT-017 Performance-Related 13 – Ozone Contact and Intermediate Chemical Addition Ozone Contactor Access Improvements Provide davit crane inserts for contactor confined space entry. 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium
WTM-LT-018 Performance-Related 18 – Washwater Equalization Basins and Recycle Pump Station Recycle Pump Station Access Improvements Provide improved access to elevated recycle pump station valves. 1 lump sum $35,400 $35,400 $62,127 Chapter 8 Medium WTM-LT-019 Performance-Related 19 – Sludge Clarifiers and Lagoons Sludge Clarifier Drive Replacement Replace Clarifier No. 2 drive unit to match direct drive on Clarifier No. 1. 1 lump sum $59,000 $59,000 $103,545 Chapter 8 Medium WTM-LT-020 Performance-Related 19 – Sludge Clarifiers and Lagoons Sludge Clarifier Access Improvements Evaluate options for improved access to clarifiers (e.g., ladders). 1 lump sum $23,600 $23,600 $41,418 Chapter 8 Medium $935,120 $1,641,136 -- --
Table 3B. Waterman Water Treatment Plant - Long-Term (2050) System Capital Improvements Quantity and
Unit
Total for Waterman Water Treatment Plant Long-Term (2050) (a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 10 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
RES-NT-001 Rancho Solano 3 Reservoir Improvements
Install steel seismic straps at lower two shell rings, replace PLC, replace grout and caulking under the chime, and spot repairs of reservoir shell.
1 lump sum $971,850 $971,850 $1,705,597 Chapter 8 Medium-High to Medium
$971,850 $1,705,597 -- --
Table 4A. Storage Reservoirs - Near-Term (2030) System Capital Improvements Quantity and
Unit
Total for Storage Reservoirs Near-Term (2030)
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 11 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
RES-LT-001 Install New 7.5 MG Storage Reservoir(s)(c) Install new 7.5 MG storage reservoir in Zone 1 to meet anticipated storage deficit. 1 lump sum $0 $0 $0 Chapter 6 N/A
RES-LT-002 Cement Hill Reservoir Improvements Repair cracks/leaking with epoxy injection, install cattle fencing, and replace broken lighting. 1 lump sum $630,300 $630,300 $1,106,177 Chapter 8 Medium toMedium-Low RES-LT-003 Goldridge Reservoir Improvements
Install steel seismic straps at lower two shell rings, replace PLC, replace grout and caulking under the chime, spot repairs of reservoir shell, and replace altitude valve with MOV.
1 lump sum $887,700 $887,700 $1,557,914 Chapter 8 Medium to Medium-Low
RES-LT-004 Mangels Reservoir Improvements Replace PLC, replace grout and caulking under the chime, and spot repairs of reservoir shell. 1 lump sum $166,100 $166,100 $291,506 Chapter 8 Medium toMedium-Low RES-LT-005 Martin Hill Reservoir Improvements Install steel seismic straps at lower two shell rings, replace grout and caulking under the chime, and spot repairs of reservoir shell. 1 lump sum $850,850 $850,850 $1,493,242 Chapter 8 Medium-Low RES-LT-006 Nelson Hill Reservoir Improvements Repair cracks/leaking with epoxy injection. 1 lump sum $632,500 $632,500 $1,110,038 Chapter 8 Medium to Medium-Low
RES-LT-007 Rolling Hills Reservoir Improvements Replace PLC, replace altitude valve with MOV, replace grout and caulking under the chime, and spot repairs of reservoir shell. 1 lump sum $233,200 $233,200 $409,266 Chapter 8 Medium-Low $3,400,650 $5,968,141 -- --
Table 4B. Storage Reservoirs - Long-Term (2050) System Capital Improvements Quantity and
Unit
Total for Storage Reservoirs Long-Term (2050)
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. (c) Project assumed to be funded by future development. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 12 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
DIS-NT-001 Bridle Ridge Drive Pressure Reducing Valve Relocation The lowest observed pressure in the City's distribution system occurs along Knoll Drive. It's recommended that the City consider moving the Bridle Ridge Drive PRV east to Suisun Valley Road, which would allow the Knoll Drive neighborhood to be served from Mangels (Zone 2) instead of Zone 1. If this change is implemented, pressures within the Knoll Drive neighborhood may increase to greater than 80 psi, so individual pressure regulators may be needed.
1 lump sum $284,900 $284,900 $500,000 Chapter 6 N/A
$284,900 $500,000 -- --
Table 5A. Distribution System - Near-Term (2030) System Capital Improvements Quantity and
Unit
Total for Distribution System Near-Term (2030)
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. (c) No contingencies or soft costs were added to this project, since it is an annual program.
N/A = not applicable
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 13 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
Replace 12-inch diameter pipelines 4,861 LF $625 $3,038,125 $5,331,909 Chapter 8 Medium-High Replace 16-inch diameter pipelines 411 LF $675 $277,425 $486,881 Chapter 8 Medium-High Replace 24-inch diameter pipelines 479 LF $1,025 $490,975 $861,661 Chapter 8 Medium-High Replace 8-inch diameter pipelines 60,734 LF $500 $30,367,000 $53,294,085 Chapter 8 Medium Replace 10-inch diameter pipelines 16,416 LF $575 $9,439,200 $16,565,796 Chapter 8 Medium Replace 12-inch diameter pipelines 19,465 LF $625 $12,165,625 $21,350,672 Chapter 8 Medium Replace 16-inch diameter pipelines 3,432 LF $675 $2,316,600 $4,065,633 Chapter 8 Medium Replace 24-inch diameter pipelines(c) 400 LF $1,025 $410,000 $719,550 Chapter 8 Medium Replace 36-inch diameter pipelines 132 LF $1,525 $201,300 $353,282 Chapter 8 Medium $58,706,250 $103,029,469 -- --
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. (c) Includes 389 feet of pipeline that is shown as 18-inch diameter in the City's GIS. However, City staff have indicated there are no 18-inch diameter pipelines in the City, so it's assumed this pipeline is actually 24-inch diameter. (d) No contingencies or soft costs were added to this project, since it is an annual program.
LF = linear feet; N/A = not applicable.
Table 5B. Distribution System - Long-Term (2050) System Capital Improvements Quantity and Unit
Total for Distribution System Long-Term (2050)
Replace Medium Priority Pipelines that will be beyond
their useful life starting in 2036 to 2050.
Replace Medium-High Priority Pipelines that will be
beyond their useful life starting in 2036 to 2050.
DIS-LT-002
DIS-LT-001
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 14 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
LAT-NT-001 Replace Priority Area A Laterals Replace approximately 208 service laterals within Priority Area A.
Size varies, assumed to be mostly < 3 inch diameter. 208 laterals $5,000 $1,040,000 $1,248,000 Chapter 8 Low to Medium-High LAT-NT-002 Replace Priority Area B Laterals Replace approximately 769 service laterals within Priority Area B.
Size varies, assumed to be mostly < 3 inch diameter. 769 laterals $5,000 $3,845,000 $4,614,000 Chapter 8 Low to Medium-High LAT-NT-003 Replace Priority Area C Laterals Replace approximately 562 service laterals within Priority Area C.
Size varies, assumed to be mostly < 3 inch diameter. 562 laterals $5,000 $2,810,000 $3,372,000 Chapter 8 Low to Medium-High $7,695,000 $9,234,000 -- --
Table 6A. Service Laterals - Near-Term (2030) System Capital Improvements Quantity and Unit
Total for Laterals Near-Term (2030)
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 20 percent mark up for laterals to account for design and CM/inspection costs. This mark-up is lower than the mark-up for other facility types, because it's assumed that lateral replacement would be performed in bulk, thus saving cost. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 15 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
LAT-LT-001 Replace Priority Area D Laterals Replace approximately 562 service laterals within Priority Area D.
Size varies, assumed to be mostly < 3 inch diameter. 562 laterals $5,000 $2,810,000 $3,372,000 Chapter 8 Low to Medium-High LAT-LT-002 Replace Priority Area E Laterals Replace approximately 718 service laterals within Priority Area E.
Size varies, assumed to be mostly < 3 inch diameter. 718 laterals $5,000 $3,590,000 $4,308,000 Chapter 8 Low to Medium-High LAT-LT-003 Replace Priority Area F Laterals Replace approximately 719 service laterals within Priority Area F.
Size varies, assumed to be mostly < 3 inch diameter. 719 laterals $5,000 $3,595,000 $4,314,000 Chapter 8 Low to Medium-High LAT-LT-004 Replace Large Diameter Service Laterals Beyond Their Useful Life Starting in 2036 to 2050
Replace approximately 257 laterals throughout the City's service area. Size varies, assumed to be ≥ 3-inch diameter. 257 laterals $7,000 $1,799,000 $2,158,800 -- Medium to
Medium-High
$11,794,000 $14,152,800 -- --
Table 6B. Service Laterals - Long-Term (2050) System Capital Improvements Quantity and Unit
Total for Laterals Long-Term (2050)
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 20 percent mark up for laterals to account for design and CM/inspection costs. This mark-up is lower than the mark-up for other facility types, because it's assumed that lateral replacement would be performed in bulk, thus saving cost. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 16 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
VAL-NT-001
Replace Priority A Facility and Transmission Valves
Beyond Their Effective Useful Life by 2025 and
Identified as Priority by City staff
Replace a series of 24-inch, 30-inch, and 36-inch diameter valves 30 valves $28,490 $854,701 $1,500,000 Chapter 8 Low to Medium-High
(valves were
identified as priority
by City staff)
$854,701 $1,500,000 -- --
(a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs.
Table 7A. Transmission Valves - Near-Term (2030) System Capital Improvements Quantity and Unit
Total for Transmission Valves Near-Term (2030)
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 17 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(b)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost, dollars(c)
Source of
Recommendation Risk Ranking/Score
VAL-LT-001
Replace Priority A Facility and Transmission Valves
Beyond Their Effective Useful Life by 2025 and
Identified as Priority by City staff
Replace a series of 24-inch, 30-inch, and 36-inch diameter valves 39 valves $28,490 $1,111,111 $1,950,000 Chapter 8 Low to Medium-High
(valves were
identified as priority
by City staff)
VAL-LT-002
Replace Priority B Facility and Transmission Valves
Beyond Their Effective Useful Life by 2026 and
Assigned a High Risk Level
Replace a series of 24-inch, 30-inch, and 36-inch diameter valves 61 valves $28,490 $1,737,892 $3,050,000 Chapter 8 High $2,849,003 $5,000,000 -- --
(a) This table only includes projects anticipated to take place by 2050. Below is a list of other projects identified, which will likely occur after 2050:
1. Replace Priority B Facility and Transmission Valves Beyond Their Effective Useful Life by 2026 (16 valves remaining) and Assigned a High Risk Level
2. Replace Priority C Facility and Transmission Valves Beyond Their Effective Useful Life by 2027 (106 valves) and Assigned a Medium-High Risk Level
3. Replace Priority D Transmission Valves with No Remaining Useful Life Starting in 2028 (16 valves) and Assigned a Medium-High Risk Level
4. Replace Priority E Transmission Valves with No Remaining Useful Life Starting in 2032 (1 valve) and Assigned a Medium Risk Level
5. Replace Priority F Transmission Valves with No Remaining Useful Life Starting in 2034 (5 valves) and Assigned a Medium Risk Level
6. Replace Priority G Transmission Valves with No Remaining Useful Life Starting in 2035 (15 valves) and Assigned a Medium to Medium-High Risk Level
7. Replace Priority H Transmission Valves with No Remaining Useful Life Starting in 2036 to 2050 (51 valves) and Assigned a Low to Medium Risk Level (b) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (c) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs.
Table 7B. Transmission Valves - Long-Term (2050) System Capital Improvements(a) Quantity and Unit
Total for Transmission Valves Long-Term (2050)
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 18 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
PMP-NT-001 Eastridge Pump Station
Replacement
• Controller
• Surge Protector
• Flow Meter
• Pressure Element
• SCADA - OIT
Corrective Action/Rehab
• Air Compressor and control panel
• Motor Control Center
• Convenience Receptacles
• Alarm System
1 lump sum $399,350 $399,350 $700,859
2023 Pump Station
Asset Management
Plan
Medium
PMP-NT-002 Gold Ridge Zone 2 Pump Station
Replacement
• Controller
• Pressure Element (x2)
• Lighting
1 lump sum $32,440 $32,440 $56,932
2023 Pump Station
Asset Management
Plan
Medium
PMP-NT-003 Rolling Hills Pump Station(c)
Replacement
• Motor Control Center
• Motors
• Pumps
• Programmable Logic Controller
• Flow Element
• Pressure Element (x2)
• Lighting (x3)
• Seals
• Pump Control Valve
• Air Valve
Corrective Action/Rehab
• Lighting Panel
• Convenience Receptacles
• General Electrical
• Adaptor for Portable Unit
• Alarm System
• Valve
• Isolation Valve (x7)
• Air Valve
• Flow Meter Isolation Valve
1 lump sum $0 $0 $0
2023 Pump Station
Asset Management
Plan
Medium
Table 8A. Pump Stations - Near-Term (2030) System Capital Improvements Quantity and
Unit
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 19 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
Table 8A. Pump Stations - Near-Term (2030) System Capital Improvements Quantity and
Unit
PMP-NT-004 Mangels Zone 2 Pump Station(c)
Replacement
• Controller
• Coupling (x2)
• Pumps (x2) or install pump control
(VFD or pressure controls)
Corrective Action/Rehab
• Motor Control Center
• Lighting Panel
• Convenience Receptacles
• Adaptor for Portable Unit
• Alarm System
• Air Valve (x2)
1 lump sum $0 $0 $0
2023 Pump Station
Asset Management
Plan
Medium
PMP-NT-005 Sanctuary Zone 4 Pump Station(c)
Replacement
• Controller
• Coupling
• Pressure Element (x2)
• Lighting
• SCADA – OIT
Corrective Action/Rehab
• Air Compressor
• Coupling (x6)
• Motor Control Center
• Surge Protector
• Convenience Receptacles
1 lump sum $0 $0 $0
2023 Pump Station
Asset Management
Plan
Medium
PMP-NT-006 Sanctuary Zone 3 Pump Station
Replacement
• Controller
• SCADA – OIT
1 lump sum $55,000 $55,000 $96,525
2023 Pump Station
Asset Management
Plan
Medium
PMP-NT-007 Paradise Valley Zone 2 Pump Station
Replacement
• Pressure Element
• Pumps
• Motor Control Center
• Programmable Logic Controller
• Valves
• Building/Lot
Corrective Action/Rehab
• Coupling (x3)
• Lighting Panel
• Convenience Receptacles
• Adaptor for Portable Unit
1 lump sum $855,142 $855,142 $1,500,774
2023 Pump Station
Asset Management
Plan
Medium-Low
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 20 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
Table 8A. Pump Stations - Near-Term (2030) System Capital Improvements Quantity and
Unit
PMP-NT-008 Martin Hill Zone 2 Pump Station
Replacement
• Controller
• Coupling (x3)
• Pressure Element
• Seals
Corrective Action/Rehab
• Motor Control Center
• Lighting Panel
• Alarm System
• Pressure Relief Valve
• Pump Control Valve (x3)
1 lump sum $331,419 $331,419 $581,640
2023 Pump Station
Asset Management
Plan
Medium-Low
Total for Pump Stations Near-Term (2030) $1,673,351 $2,936,731 -- -- (a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. (c) Cost is zero because project is already accounted for in Table 1A or 1B. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 21 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
PMP-LT-001 Sanctuary Zone 3 Pump Station
Replacement
• Motor Control Center
• Pumps (3)
Corrective Action/Rehab
• Air Compressor
• Coupling (x9)
• Surge Protector
• Convenience Receptacles
1 lump sum $342,912 $342,912 $601,811
2023 Pump Station
Asset Management
Plan
Medium
PMP-LT-002 Rancho Solano Zone 5 Pump Station
Replacement
• Pressure Element (x2)
Corrective Action/Rehab
• Reducer
• Generator
• Valve
1 lump sum $57,950 $57,950 $101,702
2023 Pump Station
Asset Management
Plan
Medium-Low
PMP-LT-003 Rancho Solano Zone 3 Pump Station(c)
Replacement
• Motor Control Center
• Pumps
• Valves
• Programmable Logic Controller
Corrective Action/Rehab
• SCADA - OIT
1 lump sum $0 $0 $0
2023 Pump Station
Asset Management
Plan
Medium-Low
PMP-LT-004 Southbrook #2 Pump Station
Replacement
• Controller
• Coupling (x3)
• SCADA - OIT
Corrective Action/Rehab
• Air Compressor and control panel
• Coupling (x5)
• Motor Control Center
• Surge Protector
• Convenience Receptacles
• Alarm systems
1 lump sum $354,921 $354,921 $622,886
2023 Pump Station
Asset Management
Plan
Medium-Low
PMP-LT-005 Southbrook #1 Pump Station
Replacement
• Controller
• Pressure Element (x2)
• Lighting
• SCADA - OIT
Corrective Action/Rehab
• Motor Control Center
• Surge Protector
• Convenience Receptacles
• General Electrical
1 lump sum $367,500 $367,500 $644,963
2023 Pump Station
Asset Management
Plan
Medium-Low
Table 8B. Pump Stations - Long-Term (2050) System Capital Improvements Quantity and
Unit
n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 22 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24
CIP ID Project Name Project Description
Unit
Construction Cost,
dollars(a)
Estimated Base
Construction Cost,
dollars
Total
Capital Cost,
dollars(b)
Source of
Recommendation Risk Ranking/Score
Table 8B. Pump Stations - Long-Term (2050) System Capital Improvements Quantity and
Unit
PMP-LT-006 South Cordelia Pump Station
Replacement
• Controller
• SCADA - OIT
• Pumps
• Motors
• Motor Control Center
• Valves
• Programmable Logic Controller
Corrective Action/Rehab
• Lighting
1 lump sum $556,455 $556,455 $976,579
2023 Pump Station
Asset Management
Plan
Medium-Low
Total for Pump Stations Long-Term (2050) $1,679,738 $2,947,940 -- -- (a) The Unit Construction Cost is based on the May 2024 San Francisco Engineering News Record Construction Cost Index of 15418.02. (b) As explained in Chapter 9, the Total Capital Cost includes a 35 percent estimating and construction contingency. Once that is applied, an additional 30 percent mark-up is included for other project soft costs. The 30 percent markup includes: 10 percent for design; 10 percent for construction management and inspection; 5 percent for permitting, regulatory, and CEQA compliance; and 5 percent for City administration, public outreach, and legal. This results in an overall base construction cost markup of 75.5 percent for contingencies and soft costs. (c) Cost is zero because project is already accounted for in Table 1A or 1B. n-c-268-60-22-20-e-t7cip-cipappendix.xlsm Page 23 of 23 City of Fairfield
Public Utility Master Plan
Last Revised: 06-04-24