HomeMy WebLinkAboutBoard Item #15, Attachment 1ENGINEERING
TECHNICAL MEMORANDUM
Prepared For: Truckee Donner Public Utility District
Prepared By: Matt Schultz, P.E. & Cheyanne Wiegenstein, E.I.
Reviewed By: Matt Van Dyne, P.E.
Date: May 14, 2020
Subject: Water Infrastructure Capital Improvement
Plan Development
1.0 BACKGROUND
The Truckee Donner Public Utility District (District) plans to undertake a water system rate study in the
Spring of 2020. An updated Capital Improvement Plan (CIP) is needed to understand the financial and
timing impacts that capital projects will have on the District, which will be reviewed to ensure water rates
are sufficient for funding projects. In December of 2019, the District entered into an agreement with Farr
West Engineering (Farr West) to prepare the District's Water Infrastructure CIP Development (Project)
which will focus on the preparation of an updated 10-year Water Infrastructure CIP to assist in developing
a rate study.
2.0 PROJECT SUMMARY
Farr West was directed by the District to develop a 10-year CIP beginning with projects in 2021. This 10-
year CIP spans the tnneframe of 2021-2030. The Request for Proposal (RFP) identified the following
Project tasks:
1. Review Existing System Information.
2. Identify Existing Facilities Requiring Rehabilitation and/or Replacement.
3. Review Regulatory Impacts.
4. Conduct Power Supply Outage Analysis.
5. Conduct Time of Use Electrical Rate Analysis.
6. Develop Cost Estimating Criteria.
7. Develop 10-year CIP.
8. Prepare CIP Report.
Farr West evaluated the Project tasks and closely coordinated with District staff to develop a complete list
of CIP Projects. Farr West received the following direction from the District as a guideline to establish CIP
Projects:
1. Include 2012 CIP projects scheduled between the years 2012-2030 which have not been
constructed.
2. Exclude projects that were originally proposed to accommodate additional capacity to serve
growth. Based on discussion with District Staff, buildout projections are less than estimated in the
2012 Water System Master Plan. Projects included in the 2021 CIP will address maintenance and
operational needs of existing District infrastructure. Projects to address maintenance and operations
needs are expected to be rate funded.
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3. Add projects determined necessary resulting from the review of regulatory impacts or power outage
analysis.
4. The system goal is to provide water to all customers during a power outage scenario. However,
depending on the length of a power outage, supply to large irrigation services may be suspended.
Service priority will be to provide water to all residential customers for domestic use during a power
outage scenario.
5. Incorporate additional projects as directed by the District.
6. Prioritize Projects:
a. High priority projects shall be considered critical to the continued operation of the water
system and the ability of the District to provide water services to its customers.
b. Medium priority projects shall be considered necessary to comply with regulatory
requirements and maintain the current condition of the existing water system assets.
c. All other projects shall be considered low priority.
7. Target an annual budget of $2,250,000 for CIP Projects.
8. Develop cost estimating criteria and produce updated planning level costs for all 2021 CIP projects.
The Project scope excludes efforts to update planning elements such as hydraulic modeling, building
analysis, tank coating conditions, identifying system deficiencies, condition/risk assessment, CCTV, GIS,
SCADA, and any related field work.
The CIP will be a tool for the District to understand and plan for facility improvements by establishing rates
to implement the plan. Implementing the plan in this manner will ensure the stability in utility rates over
time, provide the ability for the District to perform capital projects, and provide reliable infrastructure for
years to come.
3.0 REGULATORY IMPACTS
To consider potential regulatory impacts related to the District's system facilities rehabilitation and/or
replacement within the next 10 years, a review of current and proposed water, air quality, and electrical
regulations was conducted. Regulatory changes with the potential to impact the District's water utility
system fall under local, state, and federal regimes. Regulatory agencies and relevant associations consulted
and researched include the State Water Resource Control Board (SWRCB), Division of Drinking Water
(DDW), the California Special Districts Association (CSDA), the Association of California Water Agencies
(ACWA), the California Air Resources Control Board (CARB), the Northern Sierra Air Quality
Management District (NSAQMD), the California Legislature, and the United States Environmental
Protection Agency (US EPA). No Agency would provide certainty of any regulatory mandates and when
they would be implemented over the next 10-years, but certain parameters were discussed and identified in
the following sections. The District should routinely monitor all regulatory agencies for proposed changes.
A summary of all identified current and proposed regulatory impacts is included in Appendix A.
3.1 LOCAL WATER REGULATIONS
Local regulations potentially impacting the District's water system infrastructure in the coming years
include requirements of the Truckee Sanitary District (TSD), the Tahoe -Truckee Sanitation Agency (T-
TSA), and other Truckee River related requirements. TSD is responsible for wastewater collection
throughout the Truckee area. The wastewater is sent to T-TSA facilities for wastewater treatment and
eventual discharge into the Truckee watershed. TSD is one of five member agencies of the T-TSA, which
protect the water quality of Lake Tahoe and the Truckee River under the Porter Cologne Act.
The District is permitted to discharge drinking water to the City storm drain system under the California
Statewide General NPDES (National Pollutant Discharge Elimination System) Permit for Drinking Water
System Discharges. Occasionally, the District allows water main flushing discharge into the sewer system
through agreements with TSD and T-TSA. This activity typically occurs only during water main
construction projects, and a permit is required from both TSD and T-TSA for temporary discharges into the
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sewer system. The District should continue to obtain a Permit for Temporary Discharge into TSD facilities
for each applicable construction project to allow flushing of water mains into the sanitary sewer.
3.2 STATE WATER REGULATIONS
State level regulatory requirements identified in this research include Urban Water Management Plans,
Making Conservation a California Way of Life, and proposed legislative changes. Collectively these
regulatory requirements include water loss calculations and improvements, reporting requirements, water
loss audits, water shortage contingency plans, increasing efficiency standards, flood protection plans, and
heightened drinking water quality standards including lead, perchlorate, chromium-6, and per- and
polyfluoroalkyl substances (PFAS). Requirements pursuant to Making Conservation a California Way of
Life may be the most relevant to the CIP. During 2020, the SWRCB is required to adopt performance
standards for urban water suppliers which will include volumetric water loss reduction and other
performance measures. By June 30, 2020, the SWRCB must adopt long-term standards for measures
including indoor residential water use, outdoor irrigation of landscape areas, and water loss from water
distribution systems. For more information and the status of proposed legislation, visit
http://le in�izislature.ca. og_v.
The District holds water right permits and statements for surface water sources (McGlashen, Southside,
Tonini, Sheepherder, and Hofert Springs). These water rights are overseen by the SWRCB's Division of
Water Rights. Additional state level regulatory considerations include maintaining the District's Division
of Water Rights surface water Permits and Statements. Although the District is not currently using water
under these rights, minimum reporting requirements should be maintained for compliance. If these rights
are used in the future, the District should review the Water Code, Surface Water Treatment Rule, and other
regulations to ensure compliance. Additional water planning, including Sustainable Groundwater
Management Act (SGMA) and Integrated Regional Water Management (IRWM) initiatives should
continue to be considered by the District. Although requirements under SGMA and IRWM are not currently
applicable, the requirements should be monitored to ensure future compliance with all regulations.
The Truckee River basin is also protected by stormwater regulations. Stormwater discharges are regulated
through NPDES permits. The existing SWRCB Region 6 (Lahontan Region) NDPES Municipal Permit
includes South Lake Tahoe, Placer and Eldorado counties, but does not include Nevada County and the
Truckee -Donner area. Stormwater protection requirements should be maintained to ensure compliance.
3.3 FEDERAL WATER REGULATIONS
Federal Level regulatory changes that may impact the District include proposed US EPA changes to water
quality standards for perchlorate levels, chromium-6, PFAS, and potential regulatory changes for
infrastructure permitting through the US Army Corps of Engineers (USACE) under the Clean Water Act
and definitions of Waters of the United States.
3.4 ELECTRICAL REGULATIONS
Electrical regulation research focused on potential power supply outage requirements and regulations
governing the use of emergency power generators which support the utility system. All portable generators
require a permit to operate. The District should continue to maintain permits for portable generators. Air
pollution standards for generators are regulated by the local air pollution district, in this case the NSAQMD.
Natural gas or propane -fueled generators do not have air quality emissions restrictions. If the District uses
diesel fueled generators during emergencies, there are currently no emissions restrictions. This includes
generators used during a Public Safety Power Shutoffs (PSPS) event. However, if a diesel generator is used
as a prime power source, strict emission regulations are imposed under GARB. California low sulfur (15
Parts Per Million) diesel fuel is required for all diesel generators. In addition, CARB regulations allow for
the use of private and public back-up generators during PSPS, such as during high fire risk weather
conditions. Legislative Assembly Bill 2182, introduced in 2020, proposes regulatory exemptions for
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emergency backup generators at water and wastewater facilities. For more information on CARB
regulations, visit www.arb.ca.gov.
Electric utilities in Northern California and Northern Nevada have developed policies to implement PSPS
in extreme fire -risk situations. Particular environmental conditions, such as strong wind events, high
temperatures, and low humidity, warrant the de-energization of power lines and equipment to prevent
destructive and deadly wildfires.
The District receives its electrical transmission from NV Energy (NVE) in Nevada; therefore, the District
is not subject to the requirements of the Cal ISO system. NVE administers PSPS under their Public Safety
Outage Management (PSOM) policy. PSPS have recently been initiated in Northern California when
environmental conditions warrant but have yet to be initiated by NVE. If NVE initiates PSPS triggered by
the PSOM policy the District will be greatly impacted.
3.5 REGULATORY DISCUSSION AND RECOMMENDATIONS
The areas of strongest regulatory concern are treatment requirements and water audit and loss prevention.
It is understood that arsenic is the water quality constituent of greatest concern for the District. The District
currently treats one well source to reduce arsenic levels and other well sources report arsenic levels near
the MCL limit. Currently, there are no planned regulatory changes to the arsenic MCL.
However, other contaminants are under review for potential inclusion into regulations. Water utility
regulatory agencies have not identified any known regulatory changes within the next 10 years which
warrant projects to address changes to treatment requirements. The District is recommended to remain
informed regarding changes to treatment regulations, as well as MCL limits, and begin a testing regimen
for contaminants under consideration for regulatory inclusion.
The District currently considers water loss auditing and prevention a high priority. Projects have previously
been undertaken to reduce leaks in compromised water mains and establish system metering of all services,
sources, and pump stations. Several regulations are forthcoming regarding water auditing and loss
prevention, stemming from the Making Conservation and California Way of Life legislation. SWRCB is
required to establish regulations identifying specific goals or targets for auditing and reduction over the
next several years. The District is encouraged to utilize improved system metering to identify and continue
to fund pipeline replacement projects to remove leaking water mains from the system. The District is
recommended to remain informed regarding updates to the regulations and adjust the CIP, if necessary, to
comply.
The District should be prepared for future power outages of their power supply due to PSPS. Further
evaluation, discussion, and recommendations of power supply outage analysis is included in Section 4.0.
4.0 POWER SUPPLY OUTAGE ANALYSIS
New regulations allow power utilities to shutoff transmission and distribution lines during extreme fire risk
conditions to minimize the risk of a wildfire. Impacts to the District's water system resulting from a 7-day
power outage were evaluated using several demand scenarios. The results were used to suggest new District
projects in preparation of PSPS.
The system water consumption was analyzed using the following scenarios for a 7-day power outage event:
1. Maximum Day Demand (MDD) with tanks full.
2. MDD with tanks half full.
3. Winter Day Demand (WDD) with tanks full.
4. Stage 3 Water Conservation Demand with tanks full.
5. Stage 3 Water Conservation Demand with tanks half full.
MDD and WDD were included for evaluation during a power outage, which represent the hypothetical
maximum and minimum system demands. Stage 3 Water Conservation demands were also evaluated as a
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moderate demand scenario during a power outage. It is understood that at this time, the District has not
determined the target demand allowance or potential restrictions which will be implemented during a power
outage.
MDD and Stage 3 Conservation Demand scenarios with both storage tanks full and storage tanks half full
were evaluated during a power outage scenario to understand the effects on system production. MDD with
storage tanks half full represents a worst -case scenario and WDD with tanks full represents a best -case
scenario when evaluating limiting system operations during a power outage.
To aid in analysis, Farr West prepared a modification of the District System HGL Map that is included in
Appendix B. The exhibit included MDD and WDD for pump stations and production rates for wells.
Facilities with existing generators are highlighted yellow and those without generators are highlighted in
pink. Tanks highlighted blue indicate that they contain sufficient storage to supply their dependent zone
for at least 7 days at WDD. The MDD and the WDD values were taken from the Inter -Zone Transfers 2018
Water Demands figure provided by the District. The Martiswoods Tower storage tank was not considered
in the analysis due to District plans to demolish the tank and replace it with a hydropneumatic pump station.
The intent of this map was to place all applicable system operational data for review and use. The map
presented tanks and the zones they feed and identified the flow of water from wells to given tanks. Farr
West analyzed this map to understand if any tanks of a higher HGL could back -feed into a lower tank zone
to aid in providing supplemental storage capacity to meet demand requirements for power outage durations.
A Stage 3 Water Conservation scenario was analyzed by applying a 30% reduction in water use to MDD
values for each zone. Compliance is mandatory under Stage 3 Conservation efforts, with irrigation restricted
to 3 days per week. The District's Water Conservation Program was taken from the 2015 Urban Water
Management Plan. The various stages are identified in Table 1.
Table 1: Water Conservation Stages
Stage
Water Conservation Requirement
Compliance Level
1
Targeted 10% Reduction in Usage
Voluntary
2
Targeted 20% Reduction in Usage
Mandatory
3
Targeted 30% Reduction in Usage
Mandatory
4
Targeted 40% Reduction in Usage
Mandatory
5
Targeted 50% Reduction in Usage
Mandatory
Each pressure zone was analyzed based on the storage tank capacity of that system and daily water
consumption. If a pressure zone did not have a dedicated storage tank, the water demand was included with
the demand of the tank fed pressure zone providing the water supply. This data provided information on
the number of days a storage tank could serve the applicable zone(s) with no District wells feeding the
system.
The District's system currently has 31 active storage tanks which range in capacity from 100,000 gallons
to 1,500,000 gallons, with the average capacity at 240,000 gallons. The inventory excludes Martiswoods
Tower, which is planned for demolition, and 3 inactive storage tanks. Most zones are served by a single
storage tank with the larger zones with higher demands served by two or three storage tanks. The Truckee
System has 31 storage tanks and the Hirschdale System had 1 storage tank.
System production was analyzed to determine the additional water volume needed to meet demands during
MDD, WDD, and Stage 3 Water Conservation conditions. The well capacities used in each analysis were
taken from the Inter -Zone Transfers 2018 Water Demands figure, except for the Hirschdale Well. The
Hirschdale Well production rate was taken from the 2012 Water System Master Plan since it is not included
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in the 2018 Inter -Zone Transfers Water Demands figure. The system demand versus storage analysis is
included in Appendix C.
The District currently has 11 active potable well sites throughout the system. Ten wells are located within
the Truckee System and one well within the Hirschdale System. The Truckee System's wells range in
production rates from 0.41 to 3.89 MGD and the Hirschdale System's well has a production of 0.050 MGD.
Fire flow demand is not included in the power supply outage demand analysis. The addition of a fire demand
during a power outage will greatly affect available storage. Immediate implementation of the most stringent
water use restrictions would be recommended for a fire event occurring during a power outage.
The District currently has a well site (Well A) serving a zone with a higher Hydraulic Grade Line (HGL)
and would potentially be an option to back feed into lower HGL zones with the installation of a new pressure
relief valve. However, the well is currently out of service and the District does not foresee reactivating the
well for potable water use in the future.
4.1 MAXIMUM DAY DEMAND (MDD) ANALYSIS
The MDD for each zone was used to determine the highest anticipated total water consumption over a 7-
day power outage. The MDD value assumes minimal or no conservation efforts are in effect during that
time, including limited or normal irrigation and a suggested decrease in indoor water use.
4.1.1 MDD Water Tank Storage
Three storage tanks in the system had the capacity to serve the MDD through a 7-day power outage if the
tanks were at full capacity at the start of the outage. No storage tanks in the system had the capacity to serve
any zones for 7 days under half full conditions. Table 2 identifies the storage tanks with the available
capacity when full to serve the applicable zone(s) during a 7-day power outage.
Table 2: Tanks with Available Storage Capacity Under Full Conditions
Tank
Zone
7-Day MDD (MG)
Storage Capacity (MG)
Soma Sierra
Soma Sierra, Donner Trails
0.196
0.200
Ski Run
Upper Ski Run, Lower Ski Run
0.091
0.100
Hirschdale
Hirschdale
0.070
0.100
The storage tanks shown in Table 2 do not have the capacity to share stored water with a downstream
neighboring zone during a 7-day power outage without stressing the currently served zone. Additionally,
the MDD in neighboring zones is too high for it to make a significant impact, therefore, it was determined
a new pump station or pressure relief station for interzone transfer during a Public Safety Power Shutoff is
not warranted.
The 29 system storage tanks without 7-day MDD storage capacity (not identified in Table 2) have the
available storage to serve the applicable zone(s) for 0.6 to 2.5 days during MDD if the tanks were at full
capacity. If these 29 tanks are at half capacity, they would have the available storage to serve the applicable
zone(s) for less than one day during MDD. The storage tanks identified in Table 2 would have available
storage to sustain the applicable zones for approximately 4 days with the tanks at half capacity during MDD.
Appendix C details the available storage, the demand, and the number of days a tank can serve a zone under
full tank and half tank MDD conditions.
During the MDD analysis, it was determined that three storage tanks, identified in Table 3, do not have the
capacity to serve the applicable zones under MDD and full storage conditions for one day. The zones
supplied by these tanks have a higher demand than available storage and can be sustained for less than one
day. It is recommended to immediately implement the most stringent water use restrictions for these zones
and fill the storage tanks to full capacity ahead of a suspected power outage.
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Table 3: Tanks with Less than One Day of Service at Full Capacity
Tank
Zone
1-Day MDD (MG)
Storage Capacity (MG)
Wolf Estates
Donner Lake-6124, Red
0.275
0.230
Mountain Hydro, Wolfe Hydro
Ponderosa
Ponderosa Palisades, West
0.512
0.400
Palisades
Palisades Hydro, Palisades
Hydro, Martiswoods
Glenshire Lower
Glenshire 2, Waterloo, Icknield
1.312
0.740
4.1.2 MDD Water System Supply
The additional water volume required to meet the 6.28 MGD (full tank) and 6.91 MGD (half tank) MDD
system demands over a 7-day power outage was determined using the difference from the daily water
consumption and the available storage for each zone.
When all tanks are full at 8.79 MG storage, approximately 6.28 MGD of additional supply is needed to
supplement storage volume to account for the total system MDD requirement. Currently, only two
production facilities (Airport Well and Prosser Village Well) have back up power supply. The total
production available to the District during a power outage is from these two wells yielding a total of 3.11
MGD, 3.17 MGD short of the required system production demand. The District has identified installation
of a generator at the Martis Valley No. 1 Well as a high priority project in the 2021 CIP. When the generator
at the Martis Valley No. 1 Well is installed, total production during a power outage will increase to 5.34
MGD but will be 0.94 MGD short of the required demand. Additional generators are needed at other
production facilities to sustain complete MDD system demands during a power outage.
A second review of the complete MDD system demand scenario was analyzed if tanks were not completely
full prior to a power outage. Without understanding the District's storage tank operational parameters and
SCADA, not part of this Project, a scenario was reviewed with all storage tanks at half full levels. This
analysis can provide a range of possibilities to allow the District to better understand the range of impacts
and severities when considering priority facilities.
If tanks are not at full capacity at the time of a power outage, the production deficit increases by
approximately 0.63 MGD to 6.91 MGD. Table 4 compares the system demand with the production
capacities of well sites with proposed and existing permanent generators.
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Table 4: MDD Well Production
Capacity
MDD (Tanks
MDD (Tanks
Well Site
(MGD)*
Permanent Generator
at Full
at Half
Capacity)
Capacity)
Yes (50% production
Airport
1.95
capacity due to shared
generator with pump station)
6.28 MGD
6.91 MGD
Prosser Village
1.16
Yes
(Production
(Production
Total (Without
3.11
needed in
needed in
Martis Valley No. 1)
addition to
addition to
storage)
storage)
Martis Valley No. 1
2.23
Planned
Total (With Martis
5.34
Valley No. 1)
* Production Capacities taken from the Inter -Zone Water Transfers 2018 Water Demands Figure. Airport well production when
running on generator reduced by half since existing generator supplying well and pump station does not have power to run both
facilities at maximum capacity.
4.2 WINTER DAY DEMAND (WDD) ANALYSIS
The WDD for each zone was used to determine the most conservative total water consumption over a 7-
day power outage. The WDD value is reflective of a low demand period when no outdoor irrigation is
occurring. WDD values were provided by District staff during this analysis as values were not present in
past reports.
4.2.1 WDD Water Tank Storage
The six storage tanks identified in Table 5 have the capacity to serve the WDD through a 7-day power
outage, if the tank was at full storage capacity when the power outage began.
Table 5: Tanks with Available Storage Capacity Under Full Conditions
Tank
Zone
7-Day WDD (MG)
Storage Capacity (MG)
Soma Sierra
Soma Sierra, Donner Trails
0.070
0.200
Ski Run
Upper Ski Run, Lower Ski
0.014
0.100
Run
Glacier, Upper Skislope,
Glacier
Middle Skislope, Lower
0.140
0.150
Skislope
Prosser Heights (includes
Prosser Annex,
original Upper Lakeview),
0.385
0.430
Prosser Heights
Heights Hydro
Glenshire Upper
Glenshire 1
0.490
0.490
Hirschdale
Hirschdale
0.042
0.100
The storage tanks identified in Table 5 do not have the capacity to share stored water with a downstream
neighboring zone during a 7-day power outage without stressing the currently served zone. The WDD in
neighboring zones is too high for it to make a significant impact; therefore, it was determined a new pump
station or pressure relief station for interzone transfer during a PSPS is not warranted.
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The remaining 26 storage tanks in the system have the available storage to serve the applicable zone(s) for
2.5 to 5.1 days, if the tanks were at full capacity. These tanks would require supplemental supply from well
production facilities to serve the zone during a 7-day power outage event. Appendix C details the available
storage, the demand, and the number of days a tank can serve a zone under full tank WDD conditions.
4.2.2 WDD Water System Supply
When tanks are full at 8.79 MG storage, approximately 1.25 MGD of production is needed to match WDD.
Currently, only two production facilities (Airport Well and Prosser Village Well) have back up power
supply. The total production from these two wells during a power outage is 3.11 MGD. Table 6 compares
the system demand with the production capacities of well sites with proposed and existing permanent
generators.
Table 6: WDD Well Production
Well Site
Capacity
Permanent Generator
WDD (Tanks at Full
(MGD)*
Capacity)
Yes (50% production
Airport
1.95
capacity due to shared
generator with pump station)
1.25 MGD
(Production needed in
Prosser Village
1.16
Yes
Total (Without Martis
3.11
Valley No 1)
addition to storage)
Martis Valley No. 1
2.23
Planned
Total (With Martis Valley
5.34
No 1)
* Production Capacities taken from the Inter -Zone Water Transfers 2018 Water Demands Figure. Airport well production when
running on generator reduced by half since existing generator supplying well and pump station does not have power to run both
facilities at maximum capacity.
The additional water volume required to meet the remaining 1.25 MGD WDD system demand over a 7-day
power outage is less than the 3.11 MGD total production from the Airport and Prosser Village Well sites.
Under these conditions, an additional permanent generator is not needed in the system.
4.3 STAGE 3 WATER CONSERVATION
The District's Stage 3 Water Conservation enforces a mandatory 30% reduction in water use and restricts
irrigation to 3 days per week. For this analysis, the MDD values for each zone were reduced to 70% of the
full demand value.
4.3.1 Stage 3 Water Conservation Water Tank Storage
Three storage tanks have the capacity to serve the applicable zones during a 7-day power outage. As with
the MDD and WDD analysis, the storage tanks identified in Table 7 do not have the capacity to share stored
water with a neighboring zone during a 7-day power outage without stressing the currently served zone.
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Table 7: Tanks with Available Storage Capacity Under Full Conditions
Tank
Zone
7-Day SW3C (MG)
Storage Capacity (MG)
Soma Sierra
Soma Sierra, Donner Trails
0.140
0.200
Ski Run
Upper Ski Run, Lower Ski
R
0.070
0.100
Hirschdale
Hirschdale
0.063
0.100
During the Stage 3 Water Conservation analysis, it was determined that the Glenshire Lower storage tank
does not have the capacity to serve the applicable zones under Stage 3 Water Conservation efforts and full
storage conditions for one day. The Glenshire 2, Waterloo, and Icknield zones have a higher demand than
available storage and can be sustained for less than one day. It is recommended to immediately implement
more stringent water use restrictions for these zones and load the storage tank to full capacity ahead of a
power outage.
The remaining 29 storage tanks in the system have the available storage to serve the applicable zone(s) for
0.8 to 3.5 days if the tanks were at full capacity. If the tanks are at half capacity, the remaining 29 storage
tanks have the available storage to serve the applicable zone(s) for 0.4 to 1.76 days. The storage tanks
identified in Table 7 would have available storage to sustain the applicable zones for approximately 4 days
if the tanks were at half capacity. Appendix C details the available storage, the demand, and the number of
days a tank can serve a zone under full tank and half tank MDD conditions.
4.3.2 Stage 3 Water Conservation Water System Supply
When tanks are full at 8.79 MG storage, approximately 4.04 MGD of supply is needed to match Stage 3
Water Conservation Water System demands of 5.28 MGD. Currently, only two production facilities
(Airport Well and Prosser Village Well) have back up power supply. The total production from these two
wells during a power outage is 3.11 MGD. The District has identified installation of a generator at the
Martis Valley No. 1 Well as a high priority project in the 2021 CIP. When the generator at the Martis
Valley No. 1 Well is installed, total production during a power outage will increase to 5.34 MGD. Table 8
compares the system demand with the production capacities of well sites with proposed and existing
permanent generators.
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Table 8: Stage 3 Water Conservation Well Production
Stage 3
Stage 3
Well Site
Capacity
Permanent Generator
(Tanks at
(Tanks at
(MGD)*
Full
Half
Capacity)
Capacity)
Yes (50% production
Airport
1.95
capacity due to shared
generator with pump station)
4.04 MGD
4.65 MGD
Prosser Village
1.16
Yes
(Production
(Production
Total (Without
3.11
needed in
needed in
Martis Valley No 1)
addition to
addition to
storage)
storage)
Martis Valley No. 1
2.23
Planned
Total (With Martis
5.34
Valley No 1)
* Production Capacities taken from the Inter -Zone Water Transfers 2018 Water Demands Figure. Airport well production when
running on generator reduced by half since existing generator supplying well and pump station does not have power to run both
facilities at maximum capacity.
Production from the Airport and Prosser Village wells is not sufficient to satisfy demands during a power
outage with Stage 3 Water Conservation implemented. However, after a generator is installed at the Martis
Valley No. 1 Well (as currently planned), Stage 3 Water Conservation demands (with tanks full or half full)
would not require additional water production facilities to be operational during a power outage scenario.
4.4 HIRSCHDALE WATER SYSTEM
The Hirschdale water system is a separate system within District boundaries, consisting of one well, one
storage tank, and one pressure zone. Demands for this system were provided by the District using data
collected from February 2019 (WDD) and July 2019 (MDD). At full capacity, the storage tank can sustain
the system for more than 7 days under MDD, WDD, and Stage 3 conditions. The Hirschdale Well can
produce approximately 35 gallons per minute, with system demands of approximately 9 gallons per minute
for MDD, 4 gallons per minute for WDD, and 6 gallons per minute for Stage 3 conditions.
The District anticipates connecting the Hirschdale System to the Truckee System in the future. It is not
recommended to install a permanent generator on the well site, as the well may be taken out of service when
the connection is made to relieve the District from maintaining the arsenic, iron, and manganese treatment
system. The District should consider the interconnection as a priority over other Hirschdale improvements.
Until the interconnection to the Truckee System can be made, it is recommended to fill the storage tank to
full capacity ahead of a potential power outage.
4.5 POWER OUTAGE ANALYSIS DISCUSSION AND RECOMMENDATIONS
It is understood that the District wishes to provide service to all customers during the entire duration of a
potential 7-day power outage event. Allowable customer demands on the system will largely govern the
scope and extent of projects to satisfy customer demands. The analysis in this study did not include
evaluation of additional system water storage as an option to satisfy system demands during a power outage.
Therefore, the means to keep customers supplied with water service will focus on ensuring emergency
power (generators) is established at facilities necessary to achieve system supply. The District is
recommended to consider additional system water storage in future system analyses.
The District currently has permanent generators at 20 pump stations and water production facilities
throughout the system. Two portable generators are currently assigned specifically to the Dormer Trails
and Soma Sierra Pump Stations.
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FWE #1785 11 Water Infrastructure Capital Improvement Plan Development
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As described in Section 4.0, an analysis was performed to understand the flow path of water from
production wells to storage tanks. Ultimately, this analysis was able to identify which pump stations are
critical to supplying water throughout the District's water system. Upon evaluation, existing generators
allow for water to be supplied and conveyed throughout most of the water system during a power outage.
During a power outage, system operation is dependent upon generators having sufficient fuel capacity to
continue operation during power outages. To fully understand a fuel consumption analysis of the District's
generators, additional detailed information would be required, and an in-depth study performed which is
beyond the scope of this memorandum. This complex effort should involve evaluation of an extended
simulation of the system hydraulic water model and operational requirements and specifications of system
generators. The District is encouraged to further evaluate the fuel consumption needs of system generators
during a power outage and develop a plan for operation necessary for water conveyance.
4.5.1 Pump Stations
District pump stations have the capacity to match, and in most cases, greatly exceed the demands of the
zone(s) supplied. Many pump stations throughout the system already have available emergency generators,
either permanent or mobile. Table 9 summarizes current generator status at pump stations throughout the
system. The District currently has the capability to provide emergency power at all but one of the critical
pump stations in the system through permanent or mobile generators. Critical pump stations are assumed
to be a single pathway for water to feed into the next zone and to supply each water storage tank.
The system is comprised of both traditional and hydropneumatic pump stations. Traditional pump stations
supply zones which include a storage tank. Hydropneumatic pump stations supply zones without storage
tanks. In a power outage situation, hydropneumatic zones would not have a water supply, even temporarily,
unless the associated pump station was supplied power from a generator. Zones with storage tanks would
have a temporary water supply from tanks, but in most cases, this supply is not enough to support zone
demands during WDD, Stage 3 Water Conservation, or MDD conditions. Therefore, generators are
necessary for both traditional and hydropneumatic pump stations.
Pump station facilities that do not have permanent generators include Gateway Hydropneumatic, Soma
Sierra, Donner Trails, Falcon Point, Alder Creek, West Palisades Hydropneumatic, and Martiswoods. The
Gateway hydropneumatic pump station currently has neither a permanent generator or a dedicated trailer
mounted generator and is the only existing critical facility without backup power. The Falcon Point and
Alder Creek pump stations are assumed to be redundant to the Innsbruck and Herringbone pump stations,
respectfully, and therefore do not require generators for critical water conveyance. The Donner Trails and
Soma Sierra pump stations are currently assigned mobile, trailer -mounted generators. The Soma Sierra,
Donner Trails, West Palisades, and Martiswoods pump stations are scheduled to have permanent generators
installed in 2021 as part of the 2021 CIP.
Installation of permanent generators at Soma Sierra and Donner Trails Pump Stations would alleviate
mobile generators assigned to these facilities for use at other sites or as emergency back-up for permanent
generators. The District may also consider the option of converting the mobile generators to permanent
generators at the Donner Trails and Soma Sierra pump stations if both meet current emissions standards.
This would reduce capital cost by removing the purchase of two new generators.
The District should consider an in-depth analysis of generators, pump stations, and zone demands to
understand system requirements. All pump stations in the system are over -sized and can convey current
demands for MDD, WDD, and Stage 3 Water Conservation conditions. Existing generators for all pump
stations are assumed to be appropriately sized and have the capacity to serve the facility demand during
emergency situations.
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Table 9: Generator Status at System Pump Stations
Pump Station
Capacity
(MGD)
MDD
(MGD)
WDD
(MGD)
Stage 3 Cons.
(MGD)
Generator Status
Airport
Unknown
-
-
-
Existing Permanent
Gateway Hydro
1.44
0.001
0.001
0.001
Needs Generator
Donner Trails
5.61
1.856
1.01
1.30
Trailer, Proposed
Permanent
Soma Sierra
5.61
1.828
1.00
1.30
Trailer, Proposed
Permanent
Sitzmark Hydro
0.720
0.018
0.003
0.013
Existing Permanent
Falcon Point*
2.16
0.693
0.404
0.485
Not Needed
(redundant booster)
Innsbruck*
2.30
0.693
0.404
0.485
Existing Permanent
Stockholm
1.58
0.116
0.04
0.081
Existing Permanent
Pinnacle Hydro
0.720
0.036
0.015
0.025
Existing Permanent
Roundhill Hydro
0.720
0.001
0.001
0.001
Existing Permanent
Herringbone**
1.51
0.270
0.211
0.189
Existing Permanent
Alder Creek**
1.30
0.270
0.211
0.189
Not Needed
(redundant booster)
Donner View Hydro
0.720
0.013
0.007
0.009
Existing Permanent
Ski Lodge
0.922
0.074
0.002
0.052
Existing Permanent
Ski Run
0.576
0.061
0.020
0.043
Existing Permanent
Richards
3.24
0.537
0.247
0.376
Existing Permanent
Wolfe Estates Hydro
1.19
0.011
0.002
0.008
Existing Permanent
Red Mountain Hydro
0.432
0.004
0.002
0.003
Existing Permanent
Sierra Meadows
1.72
0.512
0.078
0.358
Existing Permanent
Palisades Hydro
1.30
0.032
0.007
0.022
Existing Permanent
Martiswoods
0.864
0.063
0.006
0.044
Proposed Permanent
West Palisades Hydro
0.058
0.005
0.001
0.004
Proposed Permanent
China Camp
1.72
0.435
0.125
0.305
Existing Permanent
Prosser Heights
1.53
0.017
0.006
0.012
Existing Permanent
Strand
0.860
0.283
0.070
0.198
Existing Permanent
* The demand is assumed to be split between the two pump stations. During a power outage, the pump station with a permanent
generator has the capacity to manage full demands.
** The demand is assumed to be split between the two pump stations. During a power outage, the pump station with a permanent
generator has the capacity to manage full demands.
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FWE #1785 13 Water Infrastructure Capital Improvement Plan Development
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4.5.2 System Production (Wells)
Existing District storage tanks do not contain sufficient capacity to provide enough water to meet system
demands during a 7-day power outage event, as identified previously in Section 4.1.1. Therefore, sufficient
production capacity must be provided by wells with generator backup to supply the required additional
capacity.
Existing generators are located at the Airport and Prosser Village production facilities. The generator at the
Airport production facility was installed in 2019 after the project was identified in the 2012 CIP. Installation
of a generator at the Martis Valley No. 1 Well was also scheduled in the 2012 CIP but has not yet been
installed. Installation of the Martis Valley No. 1 production facility generator is scheduled to be installed
in 2021 as a high priority project in the 2021 CIP.
Planning for generator installation projects at water production facilities will depend upon the level of water
use restrictions the District is willing to impose on customers during a 7-day power outage event.
Assumptions for how full system tanks are at the onset of a power outage also play a critical role in planning
for water production facility generator installations. Table 10 summarizes current water production site
generator status throughout the system.
Table 10: Generator Status at System Water Production Sites
Well Site
Production Capacity (MGD)*
Generator Status
Airport
1.95
Existing
Glenshire Drive
2.62
None
Martis Valley No. 1
2.23
Planned
Sanders
0.41
None
Prosser Village
1.16
Existing
Old Greenwood
1.30
None
Prosser Annex
0.72
None
Prosser Heights
0.60
None
No. 20
0.89
None
Northside
0.83
None
Hirschdale
0.050
None
Total System Capacity
13.21 MGD
Generator Capacity
5.34 MGD
* Production Capacities taken from the Inter -Zone Water Transfers 2018 Water Demands Figure. Airport well production when
running on generator reduced by half since existing generator supplying well and pump station does not have power to run both
facilities at maximum capacity.
During a power outage, the Airport and Prosser Village Wells can produce 3.11 MGD. Existing power
outage production capacity exceeds the 1.25 MGD difference between demand and full tank storage volume
for WDD. However, the difference between demand and full tank storage volume for Stage 3 Water
Conservation demands and MDD cannot be met.
The addition of the planned generator installation at the Martis Valley No. 1 Well allows power outage
system production to make up the difference between demand and full tank (4.04 MGD) or half full tank
(4.65 MGD) storage in the Stage 3 Water Conservation scenario. However, even with the addition of the
generator at the Martis Valley No. 1 Well, production cannot match the difference between full tank storage
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volume and demand for MDD conditions. Additional wells would require generator installation to satisfy
an MDD scenario.
As previously discussed in Section 4.1.2, if all storage tanks are full the MDD requires an additional 3.17
MGD from well production. With the addition of the Martis Valley No. 1 Well generator, an additional
2.23 MGD is provided, reducing the production need to 0.94 MGD. The Old Greenwood Well site, with
the production rate of 1.30 MGD, is the ideal well that could make up the difference to fully supply the
District during MDD conditions through a power outage. Glenshire Well would also suffice, but is much
larger, would have excess capacity, and require a larger generator.
To meet MDD conditions with tanks half full during a power outage, generators would need to be installed
at production facilities producing a minimum of 1.57 MGD of supply in addition to the production
capacities of the Airport, Prosser Village, and Martis Valley No. 1 Well sites. Currently the Glenshire Well,
with a production rate of 2.62 MGD, appears to be the only well capable of producing the supply necessary
to meet MDD conditions with tanks half full. Therefore, the District should consider implementing
procedures to fill tanks ahead of conditions which may warrant a power outage.
The District may consider implementing a Stage 3 Water Conservation directive to its customers during
emergency power outages rather than installing an additional permanent generator at a fourth well site to
satisfy MDD. The capital cost for a generator at a fourth production facility may not justified to supply
MDD during power outages.
5.0 COST ESTIMATING CRITERIA
The preparation of the CIP's current and future cost estimates includes the development of specific
individual project costs and average unit pricing for future (non-specific) projects. Individual cost estimates
were developed for new projects identified from regulatory or power outage impacts and uncompleted 2012
CIP projects. Evaluation of multiple criteria to create average universal unit rates was performed which the
District can utilize for budgeting purposes for both near term and long-term project costs for non-specific
projects. The cost estimates include a cost basis analysis and a cost factor analysis.
A cost basis analysis involves the review of previous unit pricing as well as direct cost factors that affect
the baseline cost of the work. This includes the evaluation of special factors that affect the unit price or
scopes of work that do not have recent cost history. Cost basis analysis incorporates the following:
• Average unit price of previous District items of similar scope,
• Comparison of average unit price of items of similar scope from neighboring jurisdictions,
• Detailed cost estimates of items without recent cost history, and
• Current material pricing, labor rates, equipment rates, and operation costs.
Special factors and considerations include areas with an increased number of residential services (reduced
productivity), high traffic areas, ROW crossings and encroachment situations, and uncommon or unique
scopes of work.
Cost factor analysis is the evaluation of escalation, fee, and overhead factors that result in multipliers to the
base cost. The analysis incorporates projected overhead fees on completed work, projected fee/profit based
on current market and competition projects, labor escalations including short term (known) and long term
(projection), equipment escalation, and material escalation. A detailed cost analysis of the specific and most
frequent bid items was performed using the following basis shown in Table 11 for cost estimating.
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Table 11: Cost Anal sis Basis*
Cost Basis
Inclusions
Labor includes the wages, benefits, and taxes associated with separate trade
Labor
classifications. Examples include laborer, equipment operator, and carpenter trades.
Prevailing wage rates, Davis -Bacon wage rates, and Union wage scale are evaluated
to determine hourly labor cost.
Equipment rates include the typical rental equipment rates for heavy equipment, as
Equipment
well as fuel consumption, wear parts, and routine maintenance and preventative care.
These criteria are utilized to determine operated equipment hourly costs.
Material"
Material pricing for pipe, valve, fittings, and accessories are provided from local
wholesale and retail suppliers.
* All cost basis criteria are based on Q1-2020 data and no escalation is applied in the initial cost evaluation.
** Considerations for material cost analysis included current unit price rates from material suppliers in the Reno/Tahoe/Truckee
market with applicable submittals, certifications, delivery, and sales tax.
Using the cost basis information, a detailed estimate was created based on the average daily productivity
from location conditions and industry practice. The estimate includes all costs of the work associated with
a complete installation or rehabilitation. A pipeline would include, for example, sawcutting, AC removal
and disposal, excavation, pipeline installation, backfill, grading, street restoration, and associated traffic
control. Productivity would vary based on the number of service laterals or anticipated encumbrances and
size of pipe. Percentage allocation of valves and service laterals/meters are included. A project overhead
factor is included, as well as a factor for anticipated profit. Standard percentages for mobilization,
contingency, engineering, inspection, legal, and permitting were used. No land acquisition fees were
assumed or included. Generally, the applied contingency is 10%; however, a 20% contingency was used
for well replacement projects due to a higher likelihood of additional work developing when pump
assemblies are removed from the well. Planning level cost estimates for proposed projects are included in
Appendix D.
The detailed cost estimate was created using HCSS Heavy -Bid estimating software. A copy of each
project's cost estimate detail is included in Appendix E. Database productivity software was not used due
to the program's lack of ability to accurately represent the local conditions, market, and labor challenges.
The cost basis unit price was evaluated against the unit prices from recent bids from within the District's
system, as well as neighboring jurisdictions. The cost estimate was used to evaluate known escalation
percentages for labor and materials in the near term and the impact on the overall cost so an escalation
factor can be determined and included for subsequent years. A year over year escalation factor of 4.0% was
applied to the longer -term projects, as well as an increased contingency factor. A breakdown of the year
over year (YOY) escalation is shown in Table 12.
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Table 12: 4.0% Escalation Factor Breakdown
Cost Type
% of
%
% of Total
ote
mm
Total
Increase
Increase
mim
Labor market is expected to grow based on supply
and demand of labor. Indicators based on union wage
Labor
25%
4%
1.00%
negotiations show 2% - 7.5% YOY increases to base
wage, as well as fringe benefit packages consistently
across all trades.
Equipment costs are expected to have modest YOY
Equipment
15%
3%
0.45%
growth as newer equipment is acquired with
advanced tiered engine emissions standards, as well
as increased costs for maintenance (labor).
Material costs can fluctuate greatly as innovations
and varying raw material costs push cost up and
down. Long term growth is typically 2.0 % - 3.0%,
Materials
40%
5%
2.00%
however, raw material costs have been steady for
extended periods of time and are expected to
increase. Upward pressure on production and
delivery labor will have a greater impact on material
costs.
Overhead costs will increase as indirect labor and
Overhead*
10%
4%
0.40%
materials increase, as well as regulatory standards
continue to progress.
Fee/Profit
10%
0%
0.00%
Assume profit margins remain constant.
100%
3.9%
4.0% YOY
Escalation
* Future projections incorporate anticipated higher levels of effort required for additional safety personnel, supplies and reporting,
environmental personnel and reporting, and payroll systems and certification. These factors have increased direct project overhead
as a percentage from approximately 7-10% over the past 15-20 years, based on experience.
Cost estimates were prepared using a weighted average unit price. Due to the numerous factors that affect
unit pricing, as well as variations in the bid tabs, if no recent unit prices were available, the estimated unit
price was used. This unit pricing was incorporated into major items that could be quantified. Allowances
were included in each project estimate to create a total cost for each identified project and to create a
baseline estimate for projects which are similar in nature, such as storage tank coating or PRV replacement.
Projects such as well or pump station rehabilitation and emergency generator installation are unique to the
size of the pumps, flow rates, horsepower, and electrical demands in both MDD and WDD conditions.
These variations make generalizing project costs difficult and produce inaccurate results. For this reason,
well pump, pump station, and emergency generator projects have been identified separately and individual
budgets have been created.
Emergency generators typically have an integral fuel storage tank capable of providing average run times
for 12 — 24 hours depending on the engine load. In a prolonged outage, this may not be sufficient. It is
recommended the District develop a plan for daily fueling or additional fuel storage capacity. Sizing of fuel
tanks will depend on the expected outage duration, fuel demands for the anticipated outage, and desired
frequency of fueling. Alternately, a central fuel storage facility may be considered with mobile fueling
equipment and internal fuel delivery. Both options are accompanied by initial capital and periodic
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maintenance costs. Initial budgetary costs are between $10 - $12 per gallon of fuel storage for fixed site
storage.
6.0 10-YEAR CAPITAL IMPROVEMENT PLAN
Farr West produced an updated 10-year CIP for the District spanning the years 2021-2030. The 2021 CIP
is largely based on information from the 2012 CIP, input from the District, and analysis performed as part
of the project scope. Projects included in the CIP were established from the following sources:
1. Include 2012 CIP projects scheduled between the years 2012-2030 which have not been
constructed. Exclude projects not completed within the 2012 CIP that were originally proposed to
accommodate additional capacity to serve growth.
2. Add projects determined to be necessary resulting from the review of regulatory impacts or power
outage analysis.
3. Incorporate additional projects as directed by the District.
Assumptions regarding project scope (for both specific and generic projects) were presented to and
confirmed by the District. When evaluating the system during a 7-day power outage event, the assumption
was that the system goal is to provide water to all customers during a power outage scenario. However,
depending on the length of a power outage, supply to large irrigation services may be suspended. Service
priority will be to provide water to all residential customers for domestic use during a power outage
scenario. The District provided guidance on the remaining projects that were of higher priority. High
priority projects not completed from the 2012 CIP include the Martiswoods pump station replacement and
tower demolition, installing permanent stand-by generators at Martis Valley No. 1 Well, Donner Trails
pump station, Soma Sierra pump station, and the West Palisades Hydropneumatic pump station.
The updated CIP incorporates the District's preferences for adding projects, project prioritization, and
project frequency, including targeting three tank rehabilitations per year, two pump station rehabilitations
each year, one well rehabilitation per year, and highest priority for the Martiswoods pump station
replacement and other generator projects. Projects were prioritized using the following classifications:
1. High priority projects shall be considered critical to the continued operation of the water system
and the ability of the District to provide water services to its customers.
2. Medium priority projects shall be considered necessary to comply with regulatory requirements
and maintain the current condition of the existing water system assets.
3. Low priority projects represent all other projects shall be considered low priority.
6.1 PUMP STATIONS
Pump station projects were included in two categories: complete replacement, and pump and motor
assembly replacement. Pump and motor replacements are included for all pump stations not being replaced
during the 2021 CIP timeframe. Select pump stations have been chosen by the District to be completely
replaced. Complete replacement includes replacement of buildings, pumps and motors, associated piping,
valving, generators, meters, telemetry, VFDs, PLC, and SCADA systems to improve efficiency. Pump and
motor replacement (whether as a standalone project or facility replacement) is assumed to require the same
number of pumps and total horsepower for the pump station. Hydropneumatic pump stations were based
on the skid mounted pump station example by R.F. MacDonald Company supplied by the District, as well
as a permanent generator to ensure customer supply during a power outage event. Based on existing District
generator inventory, it is assumed new generators will be Cummins brand and housed in a weatherproof
enclosure not within a building.
As part of the 2012 CIP, the District had proposed to convert the existing Martiswoods pump station into a
hydropneumatic pump station and demolish the Martiswoods Tower storage tank, as well as upgrade the
West Palisades hydropneumatic pump station. Both projects are considered a high priority of the District
and are proposed to be completed in 2021. To comply with regulatory impacts, the projects include the
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installation of a permanent stand-by generator. Additional pump station projects requested by the District
include rehabilitation of the Pinnacle hydropneumatic pump station and Innsbruck pump station, proposed
to be completed in 2025 and 2029, respectively. The construction costs for the projects mentioned include
specific individual budgets.
The Donner Trails and Soma Sierra pump stations emergency power is currently served by a mobile, trailer
mounted generator. Installing permanent stand-by generators at both sites was proposed as part of the 2012
CIP. Since the District owns existing trailer mounted generators dedicated to these facilities, the District
should investigate the possibility of converting the trailer mounted generator units to permanent units. These
two generators are sized for two of the larger pump stations within the system and would be oversized if
used as mobile, trailer mounted generators. The District could possibly purchase a new mobile generator
that could be smaller in size. Nevertheless, the cost estimate for a permanent generator to be installed at
both sites in 2021 is based on the purchase of a new generator.
It is recommended the District install a new permanent generator at the Gateway Hydropneumatic pump
station to prepare for Public Safety Power Shutoffs. This project is considered to stem from regulatory
changes and is proposed to be completed in 2021.
6.2 STORAGE TANKS
Storage tank rehabilitation can include internal and external coating replacement, various appurtenance
maintenance, or structural and seismic upgrades to meet current seismic code. Current tank conditions are
unknown and individual assessments were not performed for this technical memorandum. A generic
approach based on the average size tank in the system was utilized to determine rehabilitation costs per
year.
The District's system currently has 31 active storage tanks which range in capacity from 100,000 gallons
to 1,500,000 gallons. The average tank capacity is 240,000 gallons. The storage tank inventory excludes
Martiswoods Tower, which is planned for demolition when the Martiswoods pump station is converted to
a hydropneumatic pump station. Of the 31 tanks in the system, 24 were constructed prior to 1990. Storage
tanks within this category are assumed to require both interior and exterior coating, as well as seismic
retrofitting, and are planned for rehabilitation at the rate of three per year from 2021 to 2028. The six tanks
constructed between 1990 to 1999 are assumed to only need interior and exterior coatings. The tanks are
planned for rehabilitation at three per year in 2029 and 2030. The two tanks constructed after 2000 are not
included in the 10-year CIP.
It is recommended the District implement a storage tank condition assessment program prior to prioritizing
older tanks for rehabilitation due to lack of condition records. The program should include, but is not limited
to, assessing the exterior coating by performing adhesion and lead paint tests, examining the roof for rusted
areas, and performing a dive inspection to assess the interior coating condition. The District should
rehabilitate and retrofit individual tanks as part of one project to minimize disturbance on new tank coatings
and facilities.
6.3 WELL SITES
Well rehabilitation can vary from pump and motor replacement to full above ground facility replacement.
Full facility replacements include the pump, motor, and cable assembly as well as any above ground
facilities including the building and sodium hypochlorite dosing system.
It is assumed only potable wells will require any rehabilitation. Generator additions and rehabilitation can
vary from installing generators at critical facilities for emergency power to general maintenance. Based on
existing District generator inventory, it is assumed new generators will be Cummins brand and housed in a
weatherproof enclosure, not within a building.
The District identified that the Northside Well and Sanders Well are planned for above ground facility
replacements in 2023 and 2027, respectively. During facility replacement, it is assumed the existing pumps
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and motors will be replaced and have been factored into the cost estimate. The Airport Well's well bore
and casing are not completely vertical and there is significant offset in the casing. As a result, the Airport
Well is on a five-year cycle for pump and motor replacement, which is proposed for rehabilitation in 2022
and 2027.
The eight remaining active potable wells in the system are each proposed to undergo a pump and motor
replacement within the next 10 years. Cost estimates were formed based on three well capacity categories:
300 to 500 GPM, 600 to 1,000 GPM, and 1,200 to 1,500 GPM. Pump and motor replacements were
prioritized based on well production rates, with the highest producing wells undergoing replacement in the
earlier years. It is recommended the District evaluate the condition of each well site and prioritize
rehabilitation based on the useful life of each pump and motor and reorder the project as needed.
6.4 PIPELINE REPLACEMENT
A condition assessment of existing pipeline infrastructure was not performed, and leak data was not
provided. For planning purposes, replacement pipeline costs have been calculated for 4", 6", 8", 10", and
12" DR 14 Class 305 PVC C900 in residential neighborhoods with basic traffic control requirements and a
fixed amount of service connections per linear foot of pipe.
The District currently accepts the installation of both PVC and ductile iron pipe. Table 13 compares the
single bid item cost per linear foot between Ductile Iron and the District's preferred PVC pipe.
Table 13: Ductile Iron (DI) Pipe vs. DR 14 Class 305 C900 Cost Comparison
Description MO
Unit
PVC Cost
% Increase for DI
Ductile Iron Cost
4" Water Main
LF
$76.00
74%
$132.24
6" Water Main
LF
$116.00
37%
$158.92
8" Water Main
LF
$170.00
29%
$219.30
10" Water Main
LF
$176.00
28%
$225.28
12" Water Main
LF
$208.00
24%
$257.92
The proposed linear footage for each year that includes replacement projects was derived from the average
length of pipeline replaced by the District between 2014 and 2018. These projects included installation of
8" and 12" water main at an average length of 3,300 LF and 550 LF, respectively. Table 14 compares the
generic complete average cost to install a new water main. A detailed cost breakdown of the difference
between water main sizes is included in Appendix E.
Table 14: All -In Average Cost for DR 14 C900 PVC Water Main Replacement
Description my
Cost per LF
Notes
4" Water Main
$564.87
Includes mobilization, pipe
material, water services, fire
6" Water Main
$632.79
hydrants, system connections,
8" Water Main
$648.75
rock excavation, AC pavement
and base material, miscellaneous
10" Water Main
$734.66
work, and contingencies
12" Water Main
$738.51
It is recommended the District maintain the pipeline replacement program to comply with Making
Conservation and CA Way of Life (AB 1668/SB 606) and limit system water loss through leaking
infrastructure. It is also recommended the District evaluate the condition of each potential water main
Farr West Engineering Truckee Donner Public Utility District
FWE #1785 20 Water Infrastructure Capital Improvement Plan Development
Technical Memorandum
replacement and prioritize rehabilitation based on the useful life and maintenance requirements and reorder
the project as needed. The average length of pipe to derive the presented costs should be used with caution
and economy of scale factors should be considered. If a project contains significantly less linear feet or
other parameters change that will slow production, the average unit price will increase.
6.5 CONTROL VALVE STATIONS
The District currently has 40 control valve stations throughout the Truckee System, with six being inactive.
The inactive control valves are not included in the 10-year CIP. The District provided a target budget of
$100,000 per year for control valve rehabilitation. Rehabilitations at a rate of four per year from 2021 to
2024 and three per year from 2025 to 2030 will allow the District to perform maintenance on all active
control valves in the system while meeting the target budget.
The District had proposed three new Pressure Relief Valve (PRV) stations as part of the 2012 CIP. The
Hirschdale PRV is proposed to be installed in conjunction with the Hirschdale connection pipeline in 2022.
The Oberwald and Pathway PRV stations are proposed to be completed in 2023.
6.6 COST ESTIMATES AND BUDGET
Cost estimates for existing and new projects are based on 2020/2021 labor, equipment, and material costs.
Projects proposed from 2022 to 2030 were applied with a year over year escalation factor of 4.0%. The
District provided a target yearly budget of $2,250,000 for CIP Projects. This target budget was intended as
a guideline to use to distribute projects throughout the duration of the CIP. However, the CIP was developed
primarily based on given factors (i.e. project requests, frequency, etc.) for the purposes of aligning with
initial direction held by the District. The 2021 — 2030 Capital Improvement Project List is displayed in
Table 15.
Based on discussion with District Staff, system buildout projections are less than estimated in the 2012
Water System Master Plan. Projects included in the 2021 CIP will address maintenance and operational
needs of existing District infrastructure. Projects to address maintenance and operations needs are expected
to be rate funded.
Calculated costs for all projects desired to be completed by the District in the 2021-2030 CIP greatly exceed
the target budget. Average yearly cost of the 2021-2030 CIP is approximately $7,000,000 including all
projects, assumptions, and inflation. The average yearly cost is an equivalent cost representing a
distribution of project costs evenly during the 10-year CIP period. Upon review and consideration by the
District, the CIP may be revised, reordered, and modified to better align with District financial needs. Actual
yearly expenditures for CIP projects could vary greatly from year to year based on District preference.
Farr West Engineering Truckee Donner Public Utility District
FWE #1785 21 Water Infrastructure Capital Improvement Plan Development
Appendix A
Upcoming Regulations
Potential Regulatory Impacts for TDPUD CIP Planning
Regulatory Origin
Nature of the Requirement
Timing of
Requirement
Local Regulations
Temporary discharge permit to flush water mains into
the sewer from TSD and TTSA (chlorine residual in
T-TSA/TSD
excess of 100 mg/L prohibited - TTSA Ordinance 2-
Ongoing
2015), neighborhoods with no sanitary sewer system
will need to flush into water trucks for delivery to T-
TSA
Stormwater
Stormwater protection under an NPDES permit may be
Ongoing
protection
necessary to protect Truckee River
State Regulations
General Permit for
Discharges from
Permits discharge of drinking water for water system
Ongoing
Drinking Water
operation, maintenance, and construction
Systems
Urban Water
Management Plans
(Water Code Section
Water shortage contingency plan, water loss audits
1-Jul-2021
10610-10656
Making Conservation
a CA Way of Life
proposed reporting requirements: Residential -Gallons
Proposed
AB 1668/SB 606
Per Capita per Day (R-GPCPD)
Making Conservation
a CA Way of Life
Urban Water Use Efficiency Standards
1-Jan-2021
AB 1668/SB 606
Making Conservation
Annual Water use reporting including estimated indoor
a CA Way of Life
and outdoor residential use, irrigation and landscaping
1-Nov-2023
(AB 1668/SB 606)
dedicated meter readings, and water losses
Additional water use efficiency standards to be
developed and implemented. Water loss control can be
Making Conservation
addressed through four foundational approaches:
a CA Way of Life
Detecting and locating leaks, efficient responses to
1-Jan-2027
(AB 1668/SB 606)
reported leaks, reducing operational pressure and
pressure variations, and prioritizing infrastructure
replacement
Require Urban Retail Water Suppliers (URWS) to
implement feasible technologies on a system -wide
Making Conservation
scale to effectively detect and locate leaks, prioritize
a CA Way of Life
infrastructure replacement and repair or replace
2028 - 2035
(AB 1668/SB 606)
infrastructure cost-effectively. For URWS s that opt for
pressure management in part or whole of their system,
large-scale implementation of pressure management
will be expected in this phase.
Farr West Engineering 1 Truckee -Donner PUD
Potential Regulatory Impacts for TDPUD CIP Planning
Regulatory Origin
Nature of the Requirement
Timing of
Requirement
Regular monitoring of the distribution system,
prioritizing infrastructure replacement and continued
Making Conservation
repair (and replacement as suitable) for system
a CA Way of Life
components. From 2036 onwards, URWS's would be
2036 and beyond
(AB 1668/SB 606)
required to comply with their final allowable water loss
volume on a three-year average basis with a maximum
allowed deviation of 5%
2019 Legislative
Proposals
Adoption or amendment of primary drinking water
AB 1204
standard equal to or more stringent than federal
2 Year Bill
standards
2020 Legislative
Proposals - Water
Related
SB 19
Stream Gages: DWR and SWRCB
Unknown
Water conservation/water losses. Would prohibit the
board from issuing an information order, written
notice, or conservation order to an urban retail water
supplier that does not meet its urban water use
objective if the board determines the URWS is not
SB 134
meeting its urban water use objective solely because
Unknown
the volume of water loss exceeds the urban retail water
supplier's standard for water loss and the board is
taking enforcement action against the urban retail water
supplier for not meeting the performance standards for
the volume of water losses.
Local agency utility services: extension of utility
services. Would revise the definition of "fee" to mean
a fee for the physical facilities necessary to make a
water connection or sewer connection, and that the
SB 646
estimated reasonable cost of labor and materials for
Unknown
installation of those facilities bears a fair or reasonable
relationship to the payor's burdens on, or benefits
received from, the water connection or sewer
connection.
Bill would authorize the SWRCB board, after a
SB 779
hearing, to change any other provision or condition of a
Unknown
permit or licenses to appropriate water.
SB 946
Local Flood Protection Plans requirement
Unknown
SB 996
SWRCB: Constituents of emerging concern- water
Unknown
quality standards
AB 352
Wildfire Prevention, Safe Drinking Water, Drought
Unknown
Preparation, and Flood Protection Bond Act of 2020
Farr West Engineering 2 Truckee -Donner PUD
Potential Regulatory Impacts for TDPUD CIP Planning
Regulatory Origin
Nature of the Requirement
Timing of
Requirement
AB 756/AB 841
Public water systems: perfluoroalkyl substances and
Unknown
polyfluoroalkyl substances.
Water, recycled water: backflow prevention
SWRCB make regs
AB 1180
requirements
prior to l/l/2023:
under Title 22 CCR
Water loss audit
reports would be
AB 1414
Urban Retail Water Suppliers: reporting
due on or before Oct
1, 2023 or January
1, 2024
Water Shortage Emergency: water supplier can declare
AB 1432
a shortage in emergency conditions of wildfire w/out a
Unknown
hearing
Drinking water and wastewater operator certification
AB 1588
programs. Gives reciprocity/equivalence for military
Unknown
status in hiring
Drinking water: pipes and fittings, lead content. Would
define "lead free," for purposes of manufacturing,
industrial processing, or conveying or dispensing water
AB 2060
for human consumption, to mean not more than one
Unknown
microgram of lead under certain tests and meeting a
specified certification when used with respect to end -
use devices.
Proposes to repeal current provisions requiring DWR
AB 2324
to make recommendations to SWRCB for studies and
Unknown
investigations and report to legislature by 1/1/2020.
2020 Legislative
Proposals -
Electrical Related
Assessment and
recommendations be
Energy: appliance standards and State Water Project
provided to the
SB 49
appropriate policy
assessment
committees of the
Legislature before
January 1, 2022.
SB 70/SB 167
Electricity: undergrounding of electrical infrastructure,
Unknown
wildfire mitigation plan
Farr West Engineering 3 Truckee -Donner PUD
Potential Regulatory Impacts for TDPUD CIP Planning
Regulatory Origin
Nature of the Requirement
Timing of
Requirement
Electricity: microgrids. Would require each electrical
corporation to collaborate with the Office of
SB 774
Emergency Services, and local governments and other
Unknown
interested parties in its service territory, to identify
locations where sources of back-up electricity may
provide increased electrical distribution grid resiliency
Emergency back up generators: water and wastewater
AB 2182
facilities exempt from regulation EXCEPT by the
Unknown
NFPA 110 standards
Federal Changes
US EPA
Water quality standards changes including perchlorate
Currently Ongoing
levels
US EPA Clean Water
Act
Changes to definition of "Waters of the United States"
Currently Ongoing
Farr West Engineering 4 Truckee -Donner PUD
Appendix B
Modified System HGL Exhibit
Appendix C
System Storage Assessment
MAX DAY DEMAND AND STORAGE ANALYSIS
* TANKS AT FULL CAPACITY
* HALF CAPACITY
Tank
Zone
Total Storage Capacity
(MG)
MDD (MGD)
Total MDD (MGD)
MDD Days
Additional MDD
Volume (MG)
MDD Days
Additional MDD
Volume (MG)
6170, Sierra Meadows
6170/Sierra Meadows
2
1.328
1.700
1.03
10.15
0.51
11.03
6040/01ympic Heights
0.205
Riverview
0.166
Gateway/Chez Hydro
0.001
Northside
Town
0.40
0.189
0.189
2.12
0.92
1.06
1.12
Gateway, Donner Trails
Gateway
0.75
0.700
0.700
1.07
4.15
0.54
4.53
Armstrong
Armstrong
0.10
0.064
0.064
1.56
0.35
0.78
0.40
DL-6323
Donner Lake-6323
0.30
0.108
0.198
1.52
1.09
0.76
1.24
Donner Lake -NE
0.066
Coldstream 6080
0.024
Wolf Estates
Donner Lake-6124
0.23
0.260
0.275
0.84
1.70
0.42
1.81
Red Mountain Hydro
0.004
Wolfe Hydro
0.011
Sitzmark, Falcon Point,
Innsbruck
Innsbruck
0.60
0.388
0.442
1.36
2.49
0.68
2.79
Sitzmark Hydro
0.018
Bennett Flat
0.036
Roundhill, Herringbone,
Stockholm
Stockholm
0.92
0.615
0.731
1.26
4.20
0.63
4.66
Trout Creek 6550
0.003
Alder Creek
0.012
Hillside
0.100
Roundhill Hydro
0.001
Pinnacle
Pinnacle
0.18
0.080
0.116
1.55
0.63
0.78
0.72
Pinnacle Hydro
0.036
Donner View, Ski Lodge
Donner View
0.70
0.414
0.465
1.51
2.56
0.75
2.91
Heidi Way
0.038
Donner View Hydro
0.013
Prosser Lakeview
Lower Lakeview
0.25
0.217
0.217
1.15
1.27
0.58
1.39
Ponderosa Palisades
Ponderosa Palisades
0.40
0.412
0.512
0.78
3.18
0.39
3.384
West Palisades Hydro
0.005
Palisades Hydro
0.032
Martiswoods
0.063
Glenshire Lower
Glenshire 2
0.74
1.218
1.312
0.56
8.45
0.28
8.82
Waterloo
0.052
Icknield
0.042
Soma Sierra
Some Sierra
0.20
0.013
0.028
7.14
-0.004
3.57
0.096
Donner Trails
0.015
Ski Run
Upper Ski Run
0.10
0.000
0.013
7.69
-0.009
3.85
0.041
Lower Ski Run
0.013
Glacier
Glacier
0.15
0.029
0.061
2.46
0.28
1.23
0.35
Upper Skislope
0.015
Middle Skislope
0.009
Lower Skislope
0.008
Prosser Annex, Prosser Heights
Prosser Heights/Upper Lakeview
0.43
0.201
0.22
1.97
1.10
0.99
1.31
Heights Hydro
0.017
Glenshire Upper
Glenshire 1
0.49
0.283
0.28
1.74
1.49
0.87
1.74
Hirschdale
Hirschdale
0.10
0.013
0.01
7.63
-0.0083
3.82
0.042
System MDD Additional Production
(MGD/day)
6.28
6.91
WINTER DAY DEMAND AND STORAGE ANALYSIS
* TANKS AT FULL CAPACITY
Tank
Zone
Total Storage Capacity
(MG)
WDD (MGD)
Total WDD (MGD)
WDD Days
Additional WDD
Volume (MG)
6170, Sierra Meadows
6170/Sierra Meadows
2
0.464
0.570
3.07
2.24
6040/01ympic Heights
0.042
Riverview
0.063
Gateway/Chez Hydro
0.001
Northside
Town
0.40
0.121
0.121
3.31
0.45
Gateway, Donner Trails
Gateway
0.75
0.289
0.289
2.60
1.27
Armstrong
Armstrong
0.10
0.041
0.041
2.44
0.19
DL-6323
Donner Lake-6323
0.30
0.029
0.121
2.48
0.55
Donner Lake -NE
0.037
Coldstream 6080
0.055
Wolf Estates
Donner Lake-6124
0.23
0.081
0.085
2.71
0.37
Red Mountain Hydro
0.002
Wolfe Hydro
0.002
Sitzmark, Falcon Point,
Innsbruck
Innsbruck
0.60
0.172
0.192
3.13
0.74
Sitzmark Hydro
0.003
Bennett Flat
0.017
Roundhill, Herringbone,
Stockholm
Stockholm
0.92
0.257
0.295
3.12
1.15
Trout Creek 6550
0.001
Alder Creek
0.002
Hillside
0.034
Roundhill Hydro
0.001
Pinnacle
Pinnacle
0.18
0.025
0.040
4.50
0.10
Pinnacle Hydro
0.015
Donner View, Ski Lodge
Donner View
0.70
0.135
0.162
4.32
0.43
Heidi Way
0.020
Donner View Hydro
0.007
Prosser Lakeview
Lower Lakeview
0.25
0.070
0.070
3.57
0.24
Ponderosa Palisades
Ponderosa Palisades
0.40
0.064
0.078
5.13
0.15
West Palisades Hydro
0.001
Palisades Hydro
0.007
Martiswoods
0.006
Glenshire Lower
Glenshire 2
0.74
0.220
0.235
3.14
0.91
Waterloo
0.009
Icknield
0.006
Soma Sierra
Some Sierra
0.20
0.007
0.010
20.00
-0.13
Donner Trails
0.003
Ski Run
Upper Ski Run
0.10
0.000
0.002
50.00
-0.086
Lower Ski Run
0.002
Glacier
Glacier
0.15
0.009
0.020
7.50
-0.01
Upper Skislope
0.006
Middle Skislope
0.002
Lower Skislope
0.003
Prosser Annex, Prosser Heights
Prosser Heights/Upper Lakeview
0.43
0.049
0.055
7.82
-0.045
Heights Hydro
0.006
Glenshire Upper
Glenshire 1
0.49
0.070
0.070
7.03
-0.002
Hirschdale
Hirschdale
0.10
0.006
0.006
16.67
-0.058
System WDD Additional Production (MGD/day)
1.25
STAGE 3 WATER CONSERVATION DEMAND AND STORAGE ANALYSIS
* TANKS
AT FULL CAPACITY STAGE 3 CONSERVATION
* HALF CAPACITY
Tank
Zone
Total Storage Capacity
(MG)
S3C (MGD)
Total S3C (MGD)
S3C Days
Additional SK
Volume (MG)
S3C Days
Additional S3C
Volume (MG)
6170, Sierra Meadows
6170/Sierra Meadows
2
1.328
1.19
1.47
6.58
0.74
7.46
6040/01ympic Heights
0.205
Riverview
0.166
Gateway/Chez Hydro
0.001
Northside
Town
0.40
0.189
0.13
3.02
0.53
1.51
0.73
Gateway, Donner Trails
Gateway
0.75
0.700
0.49
1.53
2.68
0.77
3.06
Armstrong
Armstrong
0.10
0.064
0.04
2.23
0.21
1.12
0.26
DL-6323
Donner Lake-6323
0.30
0.108
0.14
2.16
0.67
1.08
0.82
Donner Lake -NE
0.066
Coldstream 6080
0.024
Wolf Estates
Donner Lake-6124
0.23
0.260
0.19
1.19
1.12
0.60
1.23
Red Mountain Hydro
0.004
Wolfe Hydro
0.011
Sitzmark, Falcon Point,
Innsbruck
Innsbruck
0.60
0.388
0.31
1.94
1.57
0.97
1.87
Sitzmark Hydro
0.018
Bennett Flat
0.036
Roundhill, Herringbone,
Stockholm
Stockholm
0.92
0.615
0.512
1.80
2.66
0.90
3.12
Trout Creek 6550
0.003
Alder Creek
0.012
Hillside
0.100
Roundhill Hydro
0.001
Pinnacle
Pinnacle
0.18
0.080
0.08
2.22
0.39
1.11
0.48
Pinnacle Hydro
0.036
Donner View, Ski Lodge
Donner View
0.70
0.414
0.33
2.15
1.58
1.08
1.93
Heidi Way
0.038
Donner View Hydro
0.013
Prosser Lakeview
Lower Lakeview
0.25
0.217
0.15
1.65
0.81
0.82
0.94
Ponderosa Palisades
Ponderosa Palisades
0.40
0.412
0.36
1.12
2.11
0.56
2.3088
West Palisades Hydro
0.005
Palisades Hydro
0.032
Martiswoods
0.063
Glenshire Lower
Glenshire 2
0.74
1.218
0.92
0.80
5.69
0.40
6.06
Waterloo
0.052
Icknield
0.042
Soma Sierra
Some Sierra
0.20
0.013
0.02
10.20
-0.0628
5.10
0.0372
Donner Trails
0.015
Ski Run
Upper Ski Run
0.10
0.000
0.01
10.99
-0.0363
5.49
0.0137
Lower Ski Run
0.013
Glacier
Glacier
0.15
0.029
0.04
3.51
0.15
1.76
0.22
Upper Skislope
0.015
Middle Skislope
0.009
Lower Skislope
0.008
Prosser Annex, Prosser Heights
Prosser Heights/Upper Lakeview
0.43
0.201
0.15
2.82
0.64
1.41
0.85
Heights Hydro
0.017
Glenshire Upper
Glenshire 1
0.49
0.283
0.20
2.48
0.89
1.24
1.14
Hirschdale
Hirschdale
0.10
0.013
0.01
10.91
-0.03581
5.45
0.014
System MDD Additional Storage (MGD)
4.04
4.65
Appendix D
Planning Level Cost Estimates
Martiswoods Pump Station Replacement/Remove Tower
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 23,750.00
2
1
LS
Demo Exist Tower
$ 50,000.00
$ 50,000.00
3
1
LS
Sitework
$ 40,000.00
$ 40,000.00
4
1 1
LS
Hydropneumatic Pump Stataion
$ 180,000.00
$ 180,000.00
5
240
SF
jPump Station Building
$ 500.00
$ 120,000.00
6
1
LS
Emergency Generator
$ 35,000.00
$ 35,000.00
7
1
LS
Electrical
$ 50,000.00
$ 50,000.00
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 498,750.00
$ 49,875.00
$ 49,875.00
$ 119,700.00
$ -
$ 24,937.50
$ 24,937.50
$ 768,075.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Install Standby Generator at Martis Valley Well
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 13,250.00
2
1
LS
Sitework
$ 15,000.00
$ 15,000.00
3
1
LS
350 kW Generator
$ 220,000.00
$ 220,000.00
4
1 1
LS
Electrical
$ 30,000.00
$ 30,000.00
5
$ -
6
$ -
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 278,250.00
$ 27,825.00
$ 27,825.00
$ 66,780.00
$ -
$ 13,912.50
$ 13,912.50
$ 428,505.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Install Standby Generator at Donner Trails and Soma Sierra
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 42,000.00
2
1
LS
Sitework - Donner
$ 50,000.00
$ 50,000.00
3
1
LS
Sitework - Soma Sierra
$ 50,000.00
$ 50,000.00
4
1 1
LS
1550 kW Emergency Generator - Donner
$ 300,000.00
$ 300,000.00
5
1
LS
1550 kW Emergency Generator - Soma Sierra
$ 300,000.00
$ 300,000.00
6
1
LS
Electrical - Donner
$ 70,000.00
$ 70,000.00
7
1
LS
Electrical - Soma Sierra
$ 70,000.00
$ 70,000.00
8
$ -
9
$ -
10
1
$ -
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 882,000.00
$ 88,200.00
$ 88,200.00
$ 211,680.00
$ -
$ 44,100.00
$ 44,100.00
$ 1,358,280.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
West Palisades Hydropnuematic Pump Station Upgrade
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 14,500.00
2
1
LS
Demolition
$ 30,000.00
$ 30,000.00
3
1
LS
Sitework
$ 30,000.00
$ 30,000.00
4
1 1
LS
New Pump Station in Vault
$ 165,000.00
$ 165,000.00
5
1
LS
Emergency Generator
$ 25,000.00
$ 25,000.00
6
1
LS
Electrical
$ 40,000.00
$ 40,000.00
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 304,500.00
$ 30,450.00
$ 30,450.00
$ 73,080.00
$ -
$ 15,225.00
$ 15,225.00
$ 468,930.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Install Standby Generator at Gateway Hydro PS
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 4,750.00
2
1
LS
Sitework
$ 10,000.00
$ 10,000.00
3
1
LS
80 kW Generator
$ 65,000.00
$ 65,000.00
4
1
LS
Electrical
$ 20,000.00
$ 20,000.00
5
$ -
6
$ -
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)l
TOTAL
$ 99,750.00
$ 9,975.00
$ 9,975.00
$ 23,940.00
$ -
$ 4,987.50
$ 4,987.50
$ 153,615.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Hirschdale Connection Pipeline
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
12,480.72
2
2003
LF
4" Water Main
$ 76.00
$
152,228.00
3
2
EA
Connection to Existing Pipe
$ 6,500.00
$
13,000.00
4
1 40
HRS
Rock Excavation
$ 1,500.00
$
60,000.00
5
500
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
12,500.00
6
1
LS
All Other Work Required by the Contract Documents
$ 11,886.40
$
11,886.40
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
262,095.12
$
26,209.51
$
26,209.51
$
62,902.83
$
-
$
13,104.76
$
13,104.76
$
403,626.48
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Hirschdale PRV
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 1,883.75
2
1
LS
4" PRV
$ 27,000.00
$ 27,000.00
3
4
HRS
Rock Excavation
$ 1,500.00
$ 6,000.00
4
1 50
SF
AC Pavement and Base (Small Patching)
$ 25.00
$ 1,250.00
5
1
LS
All Other Work Required by the Contract Documents
$ 3,425.00
$ 3,425.00
6
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 39,558.75
$ 3,955.88
$ 3,955.88
$ 9,494.10
$ -
$ 1,977.94
$ 1,977.94
$ 60,920.48
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline from across Donner Pass Rd to South of Fire Station 92
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
9,143.75
2
550
LF
8" Water Main
$ 170.00
$
93,500.00
3
2
EA
Connection to Existing Pipe
$ 6,500.00
$
11,916.67
4
1 28
HRS
Rock Excavation
$ 1,500.00
$
41,250.00
5
2750
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$
27,500.00
6
1
LS
All Other Work Required by the Contract Documents
$ 8,708.33
$
8,708.33
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
192,018.75
$
19,201.88
$
19,201.88
$
46,084.50
$
-
$
9,600.94
$
9,600.94
$
295,708.88
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline from Royal Way to Royal Crest Extension
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
20,107.50
2
1500
LF
8" Water Main
$ 170.00
$
255,000.00
3
2
EA
Connection to Existing Pipe
$ 6,500.00
$
13,000.00
4
1 75
HRS
Rock Excavation
$ 1,500.00
$
112,500.00
5
100
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
2,500.00
6
1
LS
All Other Work Required by the Contract Documents
$ 19,150.00
$
19,150.00
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
422,257.50
$
42,225.75
$
42,225.75
$
101,341.80
$
-
$
21,112.88
$
21,112.88
$
650,276.55
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline from Sitzmark to Mougle Lane to extend Sitzmark Hydro Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
6,107.50
2
425
LF
8" Water Main
$ 170.00
$
72,250.00
3
1
EA
Connection to Existing Pipe
$ 6,500.00
$
9,208.33
4
1 21
HRS
Rock Excavation
$ 1,500.00
$
31,875.00
5
120
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
3,000.00
6
1
LS
All Other Work Required by the Contract Documents
$ 5,816.67
$
5,816.67
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
128,257.50
$
12,825.75
$
12,825.75
$
30,781.80
$
-
$
6,412.88
$
6,412.88
$
197,516.55
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Replace Cross Country Pipeline Between Schussing Way & St Bernard Drive
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
8,203.13
2
475
LF
8" Water Main
$ 170.00
$
80,750.00
3
2
EA
Connection to Existing Pipe
$ 6,500.00
$
13,000.00
4
1 40
HRS
Rock Excavation
$ 1,500.00
$
60,000.00
5
100
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
2,500.00
6
1
LS
All Other Work Required by the Contract Documents
$ 7,812.50
$
7,812.50
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
172,265.63
$
17,226.56
$
17,226.56
$
41,343.75
$
-
$
8,613.28
$
8,613.28
$
265,289.06
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Airport Well Pump & Motor Replacement
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
4,700.00
2
4
EA
Remove Existing Pumps
$ 5,000.00
$
20,000.00
3
4
EA
Install New Pump/Motors
$ 16,000.00
$
64,000.00
4
1
LS
Electrical
$ 10,000.00
$
10,000.00
5
$
-
6
$
-
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
12
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
98,700.00
$
9,870.00
$
9,870.00
$
23,688.00
$
-
$
4,935.00
$
4,935.00
$
151,998.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Oberwald PRV Site Piping
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 1,666.50
2
100
LF
8" Site Piping
$ 150.00
$ 15,000.00
3
1
EA
Tie in to Existing Piping
$ 6,300.00
$ 6,300.00
4
1 2
HRS
Rock Excavation
$ 1,500.00
$ 3,000.00
5
600
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 6,000.00
6
1
LS
All Other Work Required by the Contract Documents
$ 3,030.00
$ 3,030.00
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 34,996.50
$ 3,499.65
$ 3,499.65
$ 8,399.16
$ -
$ 1,749.83
$ 1,749.83
$ 53,894.61
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Oberwald PRV
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 2,598.75
2
1
LS
6" PRV (No 2" Bypass)
$ 40,000.00
$ 40,000.00
3
4
HRS
Rock Excavation
$ 1,500.00
$ 6,000.00
4
1 50
SF
AC Pavement and Base (Small Patching)
$ 25.00
$ 1,250.00
5
1
LS
All Other Work Required by the Contract Documents
$ 4,725.00
$ 4,725.00
6
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 54,573.75
$ 5,457.38
$ 5,457.38
$ 13,097.70
$ -
$ 2,728.69
$ 2,728.69
$ 84,043.58
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Pathway PRV Site Piping
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 1,666.50
2
100
LF
8" Site Piping
$ 150.00
$ 15,000.00
3
1
EA
Tie-in to Existing Piping
$ 6,300.00
$ 6,300.00
4
1 2
HRS
Rock Excavation
$ 1,500.00
$ 3,000.00
5
600
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 6,000.00
6
1
LS
All Other Work Required by the Contract Documents
$ 3,030.00
$ 3,030.00
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 34,996.50
$ 3,499.65
$ 3,499.65
$ 8,399.16
$ -
$ 1,749.83
$ 1,749.83
$ 53,894.61
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Pathway PRV
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 2,598.75
2
1
LS
6" PRV (No 2" Bypass)
$ 40,000.00
$ 40,000.00
3
4
HRS
Rock Excavation
$ 1,500.00
$ 6,000.00
4
1 50
SF
AC Pavement and Base (Small Patching)
$ 25.00
$ 1,250.00
5
1
LS
All Other Work Required by the Contract Documents
$ 4,725.00
$ 4,725.00
6
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 54,573.75
$ 5,457.38
$ 5,457.38
$ 13,097.70
$ -
$ 2,728.69
$ 2,728.69
$ 84,043.58
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Sitzmark Way to extend Sitzmark Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 6,339.38
2
300
LF
8" Water Main
$ 170.00
$ 51,000.00
3
150
LF
2" PE Water Service Lateral
$ 85.00
$ 12,750.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
1
EA
Connection to Existing Pipe
$ 6,500.00
$ 6,500.00
6
15
HRS
Rock Excavation
$ 1,500.00
$ 22,500.00
7
1500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 15,000.00
8
1
LS
All Other Work Required by the Contract Documents
$ 6,037.50
$ 6,037.50
9
$ -
10
$ -
11
$ -
12
$ -
13
t
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 133,126.88
$ 13,312.69
$ 13,312.69
$ 31,950.45
$ -
$ 6,656.34
$ 6,656.34
$ 205,015.39
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Davos Drive to extend Stockholm Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 23,765.88
2
1100
LF
8" Water Main
$ 170.00
$ 187,000.00
3
550
LF
2" PE Water Service Lateral
$ 85.00
$ 46,750.00
4
1 12
EA
Water Service
$ 3,250.00
$ 39,000.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
4
EA
Connection to Existing Pipe
$ 6,500.00
$ 23,833.33
8
55
HRS
Rock Excavation
$ 1,500.00
$ 82,500.00
9
5500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 55,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 22,634.17
$ 22,634.17
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 499,083.38
$ 49,908.34
$ 49,908.34
$ 119,780.01
$ -
$ 24,954.17
$ 24,954.17
$ 768,588.40
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Replace Cross Country Pipeline between Alder Creed Rd & Wolfgang
Rd
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
8,459.06
2
500
LF
8" Water Main
$ 170.00
$
85,000.00
3
2
EA
Connection to Existing Pipe
$ 6,500.00
$
13,000.00
4
1 40
HRS
Rock Excavation
$ 1,500.00
$
60,000.00
5
125
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
3,125.00
6
1
LS
All Other Work Required by the Contract Documents
$ 8,056.25
$
8,056.25
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
177,640.31
$
17,764.03
$
17,764.03
$
42,633.68
$
-
$
8,882.02
$
8,882.02
$
273,566.08
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Northside Well Facility Replacement
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
10,625.00
2
1
LS
New Well & Pump (575 GPM) (No Well Rehab)
$ 25,000.00
$
25,000.00
3
1
LS
Sitework
$ 15,000.00
$
15,000.00
4
1 225
SF
New Well House
$ 500.00
$
112,500.00
5
1
LS
Chemical Dosing System
$ 25,000.00
$
25,000.00
6
1
LS
Electrical
$ 35,000.00
$
35,000.00
7
$
8
$
9
$
-
10
$
-
11
$
-
12
$
-
Total Construction Estimate
Contingency (20%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
223,125.00
$
44,625.00
$
22,312.50
$
58,012.50
$
-
$
11,156.25
$
11,156.25
$
370,387.50
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
12" Pipeline in Glacier Way & Skislope Way
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 40,660.81
2
1750
LF
12" Water Main
$ 208.00
$ 364,000.00
3
875
LF
2" PE Water Service Lateral
$ 85.00
$ 74,375.00
4
13
EA
Water Service
$ 3,250.00
$ 42,250.00
5
4
EA
Fire Hydrant
$ 9,300.00
$ 37,200.00
6
6
EA
Connection to Existing Pipe
$ 6,500.00
$ 37,916.67
8
88
HRS
Rock Excavation
$ 1,500.00
$ 131,250.00
9
8750
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 87,500.00
10
1
LS
All Other Work Required by the Contract Documents
$ 38,724.58
$ 38,724.58
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 853,877.06
$ 85,387.71
$ 85,387.71
$ 204,930.50
$ -
$ 42,693.85
$ 42,693.85
$ 1,314,970.68
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Hansel Avenue Fire Hydrant Relocate
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 880.00
2
2
EA
Relocate Fire Hydrants
$ 6,000.00
$ 12,000.00
3
2
HRS
Rock Excavation
$ 1,500.00
$ 3,000.00
4
1 40
SF
AC Pavement and Base (Small Patching)
$ 25.00
$ 1,000.00
5
1
LS
All Other Work Required by the Contract Documents
$ 1,600.00
$ 1,600.00
6
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 18,480.00
$ 1,848.00
$ 1,848.00
$ 4,435.20
$ -
$ 924.00
$ 924.00
$ 28,459.20
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline from Martiswoods Tower to Kleckner Court
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
9,287.50
2
650
LF
8" Water Main
$ 170.00
$
110,500.00
3
2
EA
Connection to Existing Pipe
$ 6,500.00
$
14,083.33
4
1 33
HRS
Rock Excavation
$ 1,500.00
$
48,750.00
5
150
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
3,750.00
6
1
LS
All Other Work Required by the Contract Documents
$ 8,666.67
$
8,666.67
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
195,037.50
$
19,503.75
$
19,503.75
$
46,809.00
$
-
$
9,751.88
$
9,751.88
$
300,357.75
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Change Pressure Zone of Services on Hansel Avenue
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
2,549.25
2
6
EA
Water Service
$ 3,250.00
$
19,500.00
3
6
EA
3/4" PRV (Per Service)
$ 225.00
$
1,350.00
4
1 12
HRS
Rock Excavation
$ 1,500.00
$
18,000.00
5
300
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
7,500.00
6
1
LS
All Other Work Required by the Contract Documents
$ 4,635.00
$
4,635.00
7
$
-
8
$
-
9
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$
53,534.25
$
5,353.43
$
5,353.43
$
12,848.22
$
-
$
2,676.71
$
2,676.71
$
82,442.75
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
12" Pipeline in Skislope Way below Ski Lodge Tank Site
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 33,277.13
2
1500
LF
12" Water Main
$ 208.00
$ 312,000.00
3
750
LF
2" PE Water Service Lateral
$ 85.00
$ 63,750.00
4
1 6
EA
Water Service
$ 3,250.00
$ 19,500.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
5
EA
Connection to Existing Pipe
$ 6,500.00
$ 32,500.00
8
75
HRS
Rock Excavation
$ 1,500.00
$ 112,500.00
9
7500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 75,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 31,692.50
$ 31,692.50
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 698,819.63
$ 69,881.96
$ 69,881.96
$ 167,716.71
$ -
$ 34,940.98
$ 34,940.98
$ 1,076,182.22
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Skislope Way below Ski Lodge Tank Site
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 12,565.44
2
550
LF
8" Water Main
$ 170.00
$ 93,500.00
3
275
LF
2" PE Water Service Lateral
$ 85.00
$ 23,375.00
4
1 10
EA
Water Service
$ 3,250.00
$ 32,500.00
5
1
EA
Fire Hydrant
$ 9,300.00
$ 9,300.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 11,916.67
8
28
HRS
Rock Excavation
$ 1,500.00
$ 41,250.00
9
2750
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 27,500.00
10
1
LS
All Other Work Required by the Contract Documents
$ 11,967.08
$ 11,967.08
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 263,874.19
$ 26,387.42
$ 26,387.42
$ 63,329.81
$ -
$ 13,193.71
$ 13,193.71
$ 406,366.25
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Pinnacle Hydropnuematic Pump Station Upgrade
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 9,000.00
2
1
LS
Sitework
$ 20,000.00
$ 20,000.00
3
1
LS
Hydropneumatic PS Skid
$ 50,000.00
$ 50,000.00
4
1 150
SF
New Pump Station Building
$ 500.00
$ 75,000.00
5
1
LS
Electrical
$ 35,000.00
$ 35,000.00
6
$ -
7
$
8
$
9
$ -
10
$ -
11
$ -
12
$
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)l
TOTAL
$ 189,000.00
$ 18,900.00
$ 18,900.00
$ 45,360.00
$ -
$ 9,450.00
$ 9,450.00
$ 291,060.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Northwoods Blvd to extend Donner View Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 11,053.88
2
500
LF
8" Water Main
$ 170.00
$ 85,000.00
3
250
LF
2" PE Water Service Lateral
$ 85.00
$ 21,250.00
4
1 6
EA
Water Service
$ 3,250.00
$ 19,500.00
5
1
EA
Fire Hydrant
$ 9,300.00
$ 9,300.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 13,000.00
8
25
HRS
Rock Excavation
$ 1,500.00
$ 37,500.00
9
2500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 25,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 10,527.50
$ 10,527.50
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 232,131.38
$ 23,213.14
$ 23,213.14
$ 55,711.53
$ -
$ 11,606.57
$ 11,606.57
$ 357,482.32
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Rocky Lane to extend Donner Trail Hydro Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 32,332.13
2
1500
LF
8" Water Main
$ 170.00
$ 255,000.00
3
750
LF
2" PE Water Service Lateral
$ 85.00
$ 63,750.00
4
1 18
EA
Water Service
$ 3,250.00
$ 58,500.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
5
EA
Connection to Existing Pipe
$ 6,500.00
$ 32,500.00
8
75
HRS
Rock Excavation
$ 1,500.00
$ 112,500.00
9
7500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 75,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 30,792.50
$ 30,792.50
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 678,974.63
$ 67,897.46
$ 67,897.46
$ 162,953.91
$ -
$ 33,948.73
$ 33,948.73
$ 1,045,620.92
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
6" Pipeline in McPhetres Street
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
3,083.50
2
200
LF
6" Water Main
$ 116.00
$
23,200.00
3
1
EA
Fire Hydrant
$ 9,300.00
$
6,200.00
4
1 1
EA
Connection to Existing Pipe
$ 6,500.00
$
4,333.33
5
10
HRS
Rock Excavation
$ 1,500.00
$
15,000.00
6
1000
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$
10,000.00
7
1
LS
All Other Work Required by the Contract Documents
$ 2,936.67
$
2,936.67
8
$
-
9
$
-
10
$
-
11
$
-
12
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
64,753.50
$
6,475.35
$
6,475.35
$
15,540.84
$
-
$
3,237.68
$
3,237.68
$
99,720.39
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline
in Blueberry Rd and Purple Sage Rd to extend Palisades Hydro Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 12,029.94
2
550
LF
8" Water Main
$ 170.00
$ 93,500.00
3
275
LF
2" PE Water Service Lateral
$ 85.00
$ 23,375.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 11,916.67
8
28
HRS
Rock Excavation
$ 1,500.00
$ 41,250.00
9
2750
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 27,500.00
10
1
LS
All Other Work Required by the Contract Documents
$ 11,457.08
$ 11,457.08
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 252,628.69
$ 25,262.87
$ 25,262.87
$ 60,630.89
$ -
$ 12,631.43
$ 12,631.43
$ 389,048.18
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Roundhill Drive Pressure Zone Changes
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
1,897.50
2
7
EA
Water Service
$ 3,250.00
$
22,750.00
3
2
HRS
Rock Excavation
$ 1,500.00
$
3,000.00
4
1 350
SF
AC Pavement and Base (Small Patching)
$ 25.00
$
8,750.00
5
1
LS
All Other Work Required by the Contract Documents
$ 3,450.00
$
3,450.00
6
$
-
7
$
-
8
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
39,847.50
$
3,984.75
$
3,984.75
$
9,563.40
$
-
$
1,992.38
$
1,992.38
$
61,365.15
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Connect Piping at Glenshire Drive & Somerset Drive
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 1,860.00
2
20
LF
6" Water Main
$ 200.00
$ 4,000.00
3
1
LS
Pipe Fittings/Valve
$ 15,000.00
$ 15,000.00
4
1 2
HRS
Rock Excavation
$ 1,500.00
$ 3,000.00
5
200
SF
AC Pavement and Base (Small Patching)
$ 25.00
$ 5,000.00
6
1
LS
Traffic Control Allowance
$ 7,500.00
$ 7,500.00
7
1
LS
All Other Work Required by the Contract Documents
$ 2,700.00
$ 2,700.00
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 39,060.00
$ 3,906.00
$ 3,906.00
$ 9,374.40
$ -
$ 1,953.00
$ 1,953.00
$ 60,152.40
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Airport Well Pump & Motor Replacement
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
4,700.00
2
4
EA
Remove Existing Pumps
$ 5,000.00
$
20,000.00
3
4
EA
Install New Pump/Motors
$ 16,000.00
$
64,000.00
4
1
LS
Electrical
$ 10,000.00
$
10,000.00
5
$
-
6
$
-
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
12
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
98,700.00
$
9,870.00
$
9,870.00
$
23,688.00
$
-
$
4,935.00
$
4,935.00
$
151,998.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Sanders Well facility Replacement
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
8,600.00
2
1
LS
New Well & Pump (290 GPM) (No Well Rehab)
$ 12,000.00
$
12,000.00
3
1
LS
Sitework
$ 5,000.00
$
5,000.00
4
1 225
SF
New Well House
$ 500.00
$
112,500.00
5
1
LS
Chemical Dosing System
$ 22,500.00
$
22,500.00
6
1
LS
Electrical
$ 20,000.00
$
20,000.00
7
$
8
$
9
$
-
10
$
-
11
$
-
12
$
-
Total Construction Estimate
Contingency (20%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
180,600.00
$
36,120.00
$
18,060.00
$
46,956.00
$
-
$
9,030.00
$
9,030.00
$
299,796.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Olympic Blvd from East Ridge Road to Kayhoe Court
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 28,082.25
2
1300
LF
8" Water Main
$ 170.00
$ 221,000.00
3
650
LF
2" PE Water Service Lateral
$ 85.00
$ 55,250.00
4
1 21
EA
Water Service
$ 3,250.00
$ 68,250.00
6
3
EA
Fire Hydrant
$ 9,300.00
$ 27,900.00
7
65
HRS
Rock Excavation
$ 1,500.00
$ 97,500.00
8
6500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 65,000.00
9
1
LS
All Other Work Required by the Contract Documents
$ 26,745.00
$ 26,745.00
10
$ -
11
$ -
12
$ -
13
$ -
14
t
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 589,727.25
$ 58,972.73
$ 58,972.73
$ 141,534.54
$ -
$ 29,486.36
$ 29,486.36
$ 908,179.97
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Innsbruck Pump Station Upgrade
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 49,320.00
2
1
LS
Demolition
$ 50,000.00
$ 50,000.00
3
1
LS
Sitework
$ 40,000.00
$ 40,000.00
4
4
EA
New 50HP Pumps/Piping
$ 75,000.00
$ 300,000.00
5
720
SF
New Pump Station (36 x 20 Masonry Structure)
$ 600.00
$ 432,000.00
6
1
LS
Electrical
$ 164,400.00
$ 164,400.00
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 1,035,720.00
$ 103,572.00
$ 103,572.00
$ 248,572.80
$ -
$ 51,786.00
$ 51,786.00
$ 1,595,008.80
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
4" Pipeline in Northwoods Blvd to extend Stockholm Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 7,643.13
2
500
LF
4" Water Main
$ 76.00
$ 38,000.00
3
250
LF
2" PE Water Service Lateral
$ 85.00
$ 21,250.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 10,833.33
6
25
HRS
Rock Excavation
$ 1,500.00
$ 37,500.00
7
2500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 25,000.00
8
1
LS
All Other Work Required by the Contract Documents
$ 7,279.17
$ 7,279.17
9
$ -
10
$ -
11
$ -
12
$ -
13
t
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 160,505.63
$ 16,050.56
$ 16,050.56
$ 38,521.35
$ -
$ 8,025.28
$ 8,025.28
$ 247,178.66
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Aspenwood Rd to Extend Palisades Hydro Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 7,126.18
2
325
LF
8" Water Main
$ 170.00
$ 55,250.00
3
162
LF
2" PE Water Service Lateral
$ 85.00
$ 13,770.00
4
1 3
EA
Water Service
$ 3,250.00
$ 9,750.00
5
1
EA
Fire Hydrant
$ 9,300.00
$ 9,300.00
6
1
EA
Connection to Existing Pipe
$ 6,500.00
$ 7,041.67
8
16
HRS
Rock Excavation
$ 1,500.00
$ 24,375.00
9
1625
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 16,250.00
10
1
LS
All Other Work Required by the Contract Documents
$ 6,786.83
$ 6,786.83
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 149,649.68
$ 14,964.97
$ 14,964.97
$ 35,915.92
$ -
$ 7,482.48
$ 7,482.48
$ 230,460.50
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Sitzmark Way to extend Sitzmark Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 6,339.38
2
300
LF
8" Water Main
$ 170.00
$ 51,000.00
3
150
LF
2" PE Water Service Lateral
$ 85.00
$ 12,750.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
1
EA
Connection to Existing Pipe
$ 6,500.00
$ 6,500.00
6
15
HRS
Rock Excavation
$ 1,500.00
$ 22,500.00
7
1500
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 15,000.00
8
1
LS
All Other Work Required by the Contract Documents
$ 6,037.50
$ 6,037.50
9
$ -
10
$ -
11
$ -
12
$ -
13
t
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 133,126.88
$ 13,312.69
$ 13,312.69
$ 31,950.45
$ -
$ 6,656.34
$ 6,656.34
$ 205,015.39
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
8" Pipeline in Skislope Way to extend Donner View Hydro Zone
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 5,884.81
2
250
LF
8" Water Main
$ 170.00
$ 42,500.00
3
125
LF
2" PE Water Service Lateral
$ 85.00
$ 10,625.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
1
EA
Fire Hydrant
$ 9,300.00
$ 9,300.00
6
1
EA
Connection to Existing Pipe
$ 6,500.00
$ 5,416.67
8
13
HRS
Rock Excavation
$ 1,500.00
$ 18,750.00
9
1250
SF
AC Pavement and Base (Trench Restoration)
$ 10.00
$ 12,500.00
10
1
LS
All Other Work Required by the Contract Documents
$ 5,604.58
$ 5,604.58
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 123,581.06
$ 12,358.11
$ 12,358.11
$ 29,659.46
$ -
$ 6,179.05
$ 6,179.05
$ 190,314.84
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Tank Coating/Rehab
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
14,017.50
2
1
LS
Tank Re -Coating (400,000 Gallon Tank)
$ 192,000.00
$
192,000.00
3
1
LS
Tank Structural Repair & Seismic Retrofit Allowance
$ 75,000.00
$
75,000.00
4
1 1
LS
All Other Work Required by the Contract Documents
$ 13,350.00
$
13,350.00
5
$
-
6
$
-
7
$
-
8
$
-
9
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
294,367.50
$
29,436.75
$
29,436.75
$
70,648.20
$
-
$
14,718.38
$
14,718.38
$
453,325.95
Unit Price based on 400,000 Gallon Tank $ 1.13
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Tank Coating ONLY
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
10,080.00
2
1
LS
Tank Re -Coating (400,000 Gallon Tank)
$ 192,000.00
$
192,000.00
3
1
LS
All Other Work Required by the Contract Documents
$ 9,600.00
$
9,600.00
4
$
-
5
$
-
6
$
-
7
$
-
8
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
211,680.00
$
21,168.00
$
21,168.00
$
50,803.20
$
-
$
10,584.00
$
10,584.00
$
325,987.20
Unit Price based on 400,000 Gallon Tank $ 0.81
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic Well facility Replacement
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
1,750.00
2
1
LS
New Well & Pump (300-500 GPM) (No Well Rehab)
$ 30,000.00
$
30,000.00
3
1
LS
Electrical
$ 5,000.00
$
5,000.00
4
$
-
5
$
-
6
$
-
Total Construction Estimate
Contingency (20%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
36,750.00
$
7,350.00
$
3,675.00
$
9,555.00
$
-
$
1,837.50
$
1,837.50
$
61,005.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic Well facility Replacement
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
3,000.00
2
1
LS
New Well & Pump (800-1000 GPM) (No Well Rehab)
$ 55,000.00
$
55,000.00
3
1
LS
Electrical
$ 5,000.00
$
5,000.00
4
$
-
5
$
-
6
$
-
Total Construction Estimate
Contingency (20%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
63,000.00
$
12,600.00
$
6,300.00
$
16,380.00
$
-
$
3,150.00
$
3,150.00
$
104,580.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic Well facility Replacement
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
4,500.00
2
1
LS
New Well & Pump (1200-1500 GPM) (No Well Rehab)
$ 85,000.00
$
85,000.00
3
1
LS
Electrical
$ 5,000.00
$
5,000.00
4
$
-
5
$
-
6
$
-
Total Construction Estimate
Contingency (20%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
94,500.00
$
18,900.00
$
9,450.00
$
24,570.00
$
-
$
4,725.00
$
4,725.00
$
156,870.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic 6" PRV - Valve/Piping Replacement Project
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$
822.03
2
1
LS
6" PRV w/ 2" Bypass
$ 14,946.00
$
14,946.00
3
1
LS
All Other Work Required by the Contract Documents
$ 1,494.60
$
1,494.60
4
$
-
5
$
-
6
$
-
7
$
-
8
$
-
9
$
-
10
$
-
11
$
-
12
$
-
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$
17,262.63
$
1,726.26
$
1,726.26
$
4,143.03
$
-
$
863.13
$
863.13
$
26,584.45
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic - 4" Water Line
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 8,733.38
2
500
LF
4" Water Main
$ 76.00
$ 38,000.00
3
250
LF
2" PE Water Service Lateral
$ 85.00
$ 21,250.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 13,000.00
8
25
HRS
Rock Excavation
$ 1,500.00
$ 37,500.00
9
2500
SF
AC Pavement and Base (trench restoration)
$ 10.00
$ 25,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 8,317.50
$ 8,317.50
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 183,400.88
$ 18,340.09
$ 18,340.09
$ 44,016.21
$ -
$ 9,170.04
L 9,170.04
$ 282,437.35
Per LF $ 564.87
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic - 6" Water Line
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 9,783.38
2
500
LF
6" Water Main
$ 116.00
$ 58,000.00
3
250
LF
2" PE Water Service Lateral
$ 85.00
$ 21,250.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 13,000.00
8
25
HRS
Rock Excavation
$ 1,500.00
$ 37,500.00
9
2500
SF
AC Pavement and Base (trench restoration)
$ 10.00
$ 25,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 9,317.50
$ 9,317.50
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 205,450.88
$ 20,545.09
$ 20,545.09
$ 49,308.21
$ -
$ 10,272.54
$ 10,272.54
$ 316,394.35
Per LF $ 632.79
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic - 8" Water Line
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 20,060.25
2
1000
LF
8" Water Main
$ 170.00
$ 170,000.00
3
500
LF
2" PE Water Service Lateral
$ 85.00
$ 42,500.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 13,000.00
8
50
HRS
Rock Excavation
$ 1,500.00
$ 75,000.00
9
5000
SF
AC Pavement and Base (trench restoration)
$ 10.00
$ 50,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 19,105.00
$ 19,105.00
11
$ -
12
$ -
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 421,265.25
$ 42,126.53
$ 42,126.53
$ 101,103.66
$ -
$ 21,063.26
$ 21,063.26
$ 648,748.49
Per LF $ 648.75
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic -10" Water Line
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 11,358.38
2
500
LF
10" Water Main
$ 176.00
$ 88,000.00
3
250
LF
2" PE Water Service Lateral
$ 85.00
$ 21,250.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 13,000.00
8
25
HRS
Rock Excavation
$ 1,500.00
$ 37,500.00
9
2500
SF
AC Pavement and Base (trench restoration)
$ 10.00
$ 25,000.00
10
1
LS
All Other Work Required by the Contract Documents
$ 10,817.50
$ 10,817.50
11
$ -
12
$
13
$ -
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 238,525.88
$ 23,852.59
$ 23,852.59
$ 57,246.21
$ -
$ 11,926.29
$ 11,926.29
$ 367,329.85
Per LF $ 734.66
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Generic -12" Pipeline
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 17,126.81
2
750
LF
12" Water Main
$ 208.00
$ 156,000.00
3
375
LF
2" PE Water Service Lateral
$ 85.00
$ 31,875.00
4
1 4
EA
Water Service
$ 3,250.00
$ 13,000.00
5
2
EA
Fire Hydrant
$ 9,300.00
$ 18,600.00
6
2
EA
Connection to Existing Pipe
$ 6,500.00
$ 13,000.00
8
38
HRS
Rock Excavation
$ 1,500.00
$ 56,250.00
9
3750
SF
AC Pavement and Base (trench restoration)
$ 10.00
$ 37,500.00
10
1
LS
All Other Work Required by the Contract Documents
$ 16,311.25
$ 16,311.25
11
$ -
12
$
13
$
14
$ -
15
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTAL
$ 359,663.06
$ 35,966.31
$ 35,966.31
$ 86,319.14
$ -
$ 17,983.15
$ 17,983.15
$ 553,881.12
Per LF $ 738.51
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
3 EA - 25 HP Generic Pump Station Upgrade
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 36,900.00
2
1
LS
Demolition
$ 50,000.00
$ 50,000.00
3
1
LS
Sitework
$ 40,000.00
$ 40,000.00
4
3
EA
New 25 HP Pumps/Piping
$ 45,000.00
$ 135,000.00
5
600
SF
New Pump Station (Masonry Bldg - 20 x 30)
$ 650.00
$ 390,000.00
6
1
LS
Electrical
$ 123,000.00
$ 123,000.00
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 774,900.00
$ 77,490.00
$ 77,490.00
$ 185,976.00
$ -
$ 38,745.00
$ 38,745.00
$ 1,193,346.00
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
4 EA - 100 HP Generic Pump Station Upgrade
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 55,080.00
2
1
LS
Demolition
$ 50,000.00
$ 50,000.00
3
1
LS
Sitework
$ 40,000.00
$ 40,000.00
4
4
EA
New 100 HP Pumps/Piping
$ 90,000.00
$ 360,000.00
5
720
SF
New Pump Station (Masonry Bldg - 20 x 30)
$ 650.00
$ 468,000.00
6
1
LS
Electrical
$ 183,600.00
$ 183,600.00
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 1,156,680.00
$ 115,668.00
$ 115,668.00
$ 277,603.20
$ -
$ 57,834.00
$ 57,834.00
$ 1,781,287.20
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
4 EA - 150 HP Generic Pump Station Upgrade
Item
Quantity
Unit
Description
Unit Price
Total Price
1
1
LS
Mob/Demob
5%
$ 59,880.00
2
1
LS
Demolition
$ 50,000.00
$ 50,000.00
3
1
LS
Sitework
$ 40,000.00
$ 40,000.00
4
4
EA
New 150 HP Pumps/Piping
$ 110,000.00
$ 440,000.00
5
720
SF
New Pump Station (Masonry Bldg - 20 x 30)
$ 650.00
$ 468,000.00
6
1
LS
Electrical
$ 199,600.00
$ 199,600.00
7
$ -
8
$ -
9
$ -
10
$ -
11
$ -
12
$ -
13
$ -
14
$ -
Total Construction Estimate
Contingency (10%)
Engineering/Planning (10%)
Engineering Inspection (20%)
Land Acquisition
Legal (5%)
Permitting (5%)
TOTALI
$ 1,257,480.00
$ 125,748.00
$ 125,748.00
$ 301,795.20
$ -
$ 62,874.00
$ 62,874.00
$ 1,936,519.20
* Note - Estimate is based on 2020/2021 Labor/Equipment/Material costs. No escalation is included here. Escalation, if needed, will be added on the CIP
Summary Page
Appendix E
Detailed Cost Estimates
Cost Report
Pre -Construction Services Group
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis
Biditem
5
Base Labor
U. Cost 8.81
Total 2,467.34
Manhours
70.0000
4" Water Line
Takeoff Qty:
Bid Qty:
Burden Total Labor
8.39 17.20
2,348.80 4,816.14
Unit/MH MH/Unit
4.0000 0.2500
280.000 LF
280.000 LF
Equipment Perm Matls Const Matls
5.11 29.25 0.85
1,432.16 8,191.38 237.82
$/MH Base Labor/MH
243.7500 35.2477
Page 1 of 35
03/16/2020 7:29 AM
Sub
Total
8.52
60.94
2,385.00
17,062.50
Total Labor/MH
Unit/CH
68.8020
14.0000
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. Cost
0.23
0.22 0.45
0.12
0.00
0.04
0.00
0.61
Total
128.98 122.03
251.01
67.52
0.00
21.62
0.00
340.15
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
0.5688
0.0036
280.0000
159.2650
0.2500
2,240.0000
0.0004
1,360.6000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
4.0000
140.0000
0.0071
62.7525
0.2303
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 2.00 Equipment PCs: 2.00
Notes: Assume an
average of 4" pavement depth.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3MISCTOOL
Misc Tool Allowance
1.00
2.00 HR
10.00 108.10
10.81
21.62
8231
SAW CONCRETE 20-29HP
SELF PR 1.00
2.00 HR
22.90 108.10
24.76
49.52
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00 100.00
9.00
18.00
LAB4
Labor Foreman
1.00
2.00 MH
34.00 100.00
64.91
129.81
LABORER
Laborer
1.00
2.00 MH
30.49 100.00
60.60
121.20
Activity: 5.2
Excavate/
Install/ Backfill
• :•
Unit:
LF
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. Cost
4.35
4.05 8.39
2.97
0.00
0.39
6.57
18.32
Total
1,216.96 1,133.20
2,350.16
830.26
0.00
108.10 1,840.00
5,128.52
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
11.3586
0.0286
35.0000
397.5525
1.0000
280.0000
0.0036
5,128.5200
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
32.0000
8.7500
0.1143
73.4425
4.3463
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs: 4.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3TRAFFICPLAT
Traffic Plate
1.00
2.00 EA/D
50.00 108.10
54.05
108.10
4HAUL
Hauling - Sub
1.00
16.00 HR
115.00 100.00
115.00
1,840.00
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
8.00 HR
37.47 108.10
40.50
324.01
8243
BACKHOE/LOADER 60-90HP 4WD 1.00
8.00 HR
50.21 108.10
54.28
434.25
8UTLPU
Utility Pickup
1.00
8.00 HR
9.00 100.00
9.00
72.00
LABORER
Laborer
2.00
16.00 MH
30.49 100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00 MH
48.00 100.00
89.27
714.13
OPERATOR
Operator
1.00
8.00 MH
43.14 100.00
83.31
666.45
2020TDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 2 of 35
Base Labor
Burden Total Labor
U. Cost
0.46
0.43 0.90
Total
390.52
363.64 754.16
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
1.3582
0.0024
420.0000
Manhours
Unit/MH
10.0000
84.0000
Calendar: STD
Standard
Hrs/Shift: 8
Crew: BKFL
Backfill Crew
Prod: S 0.25
Resource
Description
Pcs/Wste
2A
ASPHALT
1.00
2TACKCOAT
Tack Coat
1.00
4HAUL
Hauling - Sub
1.00
8034
ROLLER 41-49" VIB SINGLE DRU 1.00
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
8324
TRUCK WATER 2000-2999
GALLON 1.00
8BITCHPOT
Bitch Pot
1.00
8UTLPU
Utility Pickup
1.00
LABORER
Laborer
2.00
OPER4
Operator Foreman
1.00
OPERATOR
Operator
2.00
Equipment
Perm Matls
Const Matls
Sub
Total
0.55
2.68
0.00
0.48
4.61
462.38
2,252.80
0.00
405.00
3,874.34
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
570.4350
0.2500
3,360.0000
0.0003
15,497.3600
MH/Unit
Total Labor/MH
Base Labor/Unit
0.0119
75.4160
0.4649
WC: 5221
Concrete Construction
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment PCs: 4.00
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
27.00
TON
72.00
108.10
77.83
2,101.46
280.00
LF
0.50
108.10
0.54
151.34
27.00
TON
15.00
100.00
15.00
405.00
2.00
HR
60.26
108.10
65.14
130.27
2.00
HR
50.21
108.10
54.28
108.56
2.00
HR
60.07
108.10
64.94
129.88
2.00
HR
35.00
108.10
37.84
75.67
2.00
HR
9.00
100.00
9.00
18.00
4.00
MH
30.49
100.00
60.60
242.40
2.00
MH
48.00
100.00
89.27
178.54
4.00
MH
43.14
100.00
83.31
333.22
Calendar: STD Standard Hrs/Shift: 8
Notes: Assume approx 50% of all trench will require re -striping
Resource Description Pcs/Wste Quantity Unit
4STRIPE Striping - Sub 1.00 140.00 LF
WC: 5221 Concrete Construction
Unit Cost Tax/OT % Actual UC Total
1.00 100.00 1.00 140.00
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Total
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts Units/Shift
Shifts/Unit
$/Shift
1,532.8100 8.0000
0.1250
191.6013
1.0000 1.0000
1.0000
1,640.9100
Manhours
Unit/MH
MH/Unit Total Labor/MH
Base Labor/Unit
24.0000
0.0417
24.0000 60.8671
730.8800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00 Labor PCs: 3.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3TCMTL
Traffic Control Materials 1.00
1.00 DAY
100.00 108.10
108.10
108.10
8UTLPU
Utility Pickup
1.00
8.00 HR
9.00 100.00
9.00
72.00
FLAG
Flagger
2.00
16.00 MH
28.68 100.00
58.85
941.58
LAB4
Labor Foreman
1.00
8.00 MH
34.00 100.00
64.90
519.23
Activity: 5.6
Street Reconstruction
Quantity: 1
Unit:
LS
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
4PAVE
AC Paving
1.00
0.00 LS
13,053.21 100.00
0.00
0.00
2O2OTDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 3 of 35
Base Labor Burdei
U. Cost
0.00 0.0(
Total
0.00 0.0(
Calendar: STD
Standard
Resource
Description
24"FITTING
4" MJ Fitting
24"H20
4" Waterline - C-900
24"MEGALUG
4" Megalug
2BASE
Base Rock
2PIPEACC
Pipe Accessories
2PIPEALLOW
Misc Pipe Matt Allowance
2SAND
Bedding Sand - FOB Plant
2VALVEALLOW
Valve Allowance
Biditem
10
Base Labor
U. Cost 9.87
Total 2,467.34
Manhours
70.0000
Total Labor
Equipment
0.00
0.00
0.00
0.00
Hrs/Shift: 8
Pcs/Wste
Quantity Unit
1.00
1.00 EA
1.05
300.00 LF
1.00
2.00 EA
1.00
60.00 TON
1.00
280.00 LF
1.00
6,213.83 LS
1.00
40.00 TON
1.00
0.50 EA
6" Water Line
Takeoff Qty:
Bid Qty:
Burden Total Labor
9.40 19.26
2,348.80 4,816.14
Unit/MH MH/Unit
3.5714 0.2800
250.000 LF
250.000 LF
Perm Matls Const Matls
Sub
Total
21.21
0.00
0.00
21.21
5,938.58
0.00
0.00
5,938.58
WC: 5221
Concrete Construction
Unit Cost
Tax/OT %
Actual UC
Total
365.89
108.10
395.53
395.53
7.19
108.10
7.77
2,331.72
38.12
108.10
41.21
82.42
9.75
108.10
10.54
632.39
1.60
108.10
1.73
484.29
0.10
108.10
0.11
671.72
6.00
108.10
6.49
259.44
2,162.14
100.00
2,162.14
1,081.07
Equipment Perm Matls Const Matls
5.70 41.24 0.95
1,424.21 10,310.59 237.82
$/MH Base Labor/MH
273.0773 35.2477
Sub
Total
9.31
76.46
2,326.65
19,115.41
Total Labor/MH
Unit/CH
68.8020
12.5000
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. cost 0.26
0.24 0.50
0.14
0.00
0.04
0.00
0.68
Total 128.98
122.03 251.01
67.52
0.00
21.62
0.00
340.15
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
0.6371 0.0040
250.0000
159.2650
0.2500
2,000.0000
0.0005
1,360.6000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
4.0000
125.0000
0.0080
62.7525
0.2580
Calendar: STD Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4 4 Man Labor Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 2.00 Equipment PCs: 2.00
Notes: Assume an average of 4" pavement
depth.
Resource Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3MISCTOOL Misc Tool Allowance 1.00
2.00 HR
10.00 108.10
10.81
21.62
8231 SAW CONCRETE 20-29HP
SELF PR 1.00
2.00 HR
22.90 108.10
24.76
49.52
8UTLPU Utility Pickup
1.00
2.00 HR
9.00 100.00
9.00
18.00
LAB4 Labor Foreman
1.00
2.00 MH
34.00 100.00
64.91
129.81
LABORER Laborer
1.00
2.00 MH
30.49 100.00
60.60
121.20
•
•
•
Unit:
LF
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. Cost 4.87
4.53 9.40
3.32
0.00
0.43
7.36
20.51
Total 1,216.96 1,133.20
2,350.16
830.26
0.00
108.10 1,840.00
5,128.52
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
12.7217 0.0320
31.2500
397.5525
1.0000
250.0000
0.0040
5,128.5200
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
32.0000
7.8125
0.1280
73.4425
4.8678
2020TDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 4 of 35
Calendar: STD
Standard Hrs/Shift: 8
Crew: MINIP
Mini Pipe Crew Prod: S
1
Resource
Description
Pcs/Wste
3TRAFFICPLAT
Traffic Plate
1.00
4HAUL
Hauling - Sub
1.00
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
8UTLPU
Utility Pickup
1.00
LABORER
Laborer
2.00
OPER4
Operator Foreman
1.00
OPERATOR
Operator
1.00
Base Labor
Burden Total Labor
U.Cost
0.52
0.48 1.01
Total
390.52
363.64 754.16
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
1.5212
0.0027
375.0000
Manhours
Unit/MH
10.0000
75.0000
Calendar: STD
Standard
Hrs/Shift: 8
Crew: BKFL
Backfill Crew
Prod: S 0.25
Resource
Description
Pcs/Wste
2A
ASPHALT
1.00
2TACKCOAT
Tack Coat
1.00
4HAUL
Hauling - Sub
1.00
8034
ROLLER 41-49" VIB SINGLE DRU 1.00
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
8324
TRUCK WATER 2000-2999
GALLON 1.00
8BITCHPOT
Bitch Pot
1.00
8UTLPU
Utility Pickup
1.00
LABORER
Laborer
2.00
OPER4
Operator Foreman
1.00
OPERATOR
Operator
2.00
WC:
5221
Concrete Construction
Eff: 100.00 Crew Hrs:
8.00
Labor PCs:
4.00 Equipment PCs: 3.00
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2.00
EA/D
50.00
108.10
54.05
108.10
16.00
HR
115.00
100.00
115.00
1,840.00
8.00
HR
37.47
108.10
40.50
324.01
8.00
HR
50.21
108.10
54.28
434.25
8.00
HR
9.00
100.00
9.00
72.00
16.00
MH
30.49
100.00
60.60
969.58
8.00
MH
48.00
100.00
89.27
714.13
8.00
MH
43.14
100.00
83.31
666.45
Equipment
Perm Matls
Const Matls
Sub
Total
0.61
2.68
0.00
0.48
4.78
454.43
2,011.66
0.00
361.65
3,581.90
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
570.4350
0.2500
3,000.0000
0.0003
14,327.6000
MH/Unit
Total Labor/MH
Base Labor/Unit
0.0133
75.4160
0.5207
WC: 5221
Concrete Construction
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment PCs: 4.00
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
24.11
TON
72.00
108.10
77.83
1,876.53
250.00
LF
0.50
108.10
0.54
135.13
24.11
TON
15.00
100.00
15.00
361.65
2.00
HR
60.26
108.10
65.14
130.27
2.00
HR
50.21
108.10
54.28
108.56
2.00
HR
60.07
108.10
64.94
129.88
1.79
HR
35.00
108.10
37.83
67.72
2.00
HR
9.00
100.00
9.00
18.00
4.00
MH
30.49
100.00
60.60
242.40
2.00
MH
48.00
100.00
89.27
178.54
4.00
MH
43.14
100.00
83.31
333.22
Calendar: STD Standard Hrs/Shift: 8
Notes: Assume approx 50 of all trench will require re -striping
Resource Description Pcs/Wste Quantity Unit
4STRIPE Striping - Sub 1.00 125.00 LF
Base Labor
U. cost 730.88
Total 730.88
Crew $/Unit Crew Hrs/Unit
1,532.8100 8.0000
Manhours
24.0000
Calendar: STD Standard
Burden Total Labor
Equipment
729.93 1,460.81
72.00
729.93 1,460.81
72.00
Units/Crew Hr
$/Crew Hour
0.1250
191.6013
Unit/MH
0.0417
Hrs/Shift: 8
WC: 5221
Concrete Construction
Unit Cost Tax/OT %
Actual UC
Total
1.00 100.00
1.00
125.00
• .
Perm Matls
Const Matls
Sub
Total
0.00
108.10
0.00
1,640.91
0.00
108.10
0.00
1,640.91
Shifts
Units/Shift
Shifts/Unit
$/Shift
1.0000
1.0000
1.0000
1,640.9100
MH/Unit
Total Labor/MH
Base Labor/Unit
24.0000
60.8671
730.8800
WC: 5221
Concrete Construction
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 5 of 35
Crew:
LAB4 4 Man Labor Crew
Resource
Description
3TCMTL
Traffic Control Materials
8UTLPU
Utility Pickup
FLAG
Flagger
LAB4
Labor Foreman
Prod: S 1
Eff: 100.00 Crew Hrs:
8.00
Labor PCs:
3.00 Equipment PCs: 1.00
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC Total
1.00
1.00
DAY
100.00
108.10
108.10 108.10
1.00
8.00
H R
9.00
100.00
9.00 72.00
2.00
16.00
MH
28.68
100.00
58.85 941.58
1.00
8.00
MH
34.00
100.00
64.90 519.23
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
4PAVE
AC Paving
1.00
0.00 LS
13,053.21 100.00
0.00
0.00
• ' Materials
• •
Unit:
LF
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
33.20 0.00
0.00
33.20
Total
0.00 0.00
0.00
0.00
8,298.93 0.00
0.00
8,298.93
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
26"H20
6" Waterline
1.00
280.00 LF
14.05 108.10
15.19
4,252.65
2BASE
Base Rock
1.00
54.00 TON
9.75 108.10
10.54
569.15
2MEGALUG
MJ Megalug Pack
1.00
2.00 EA
56.95 108.10
61.57
123.13
2MJFITTING
MJ Fitting
1.00
1.00 EA
498.83 108.10
539.24
539.24
2PIPEACC
Pipe Accessories
1.00
250.00 LF
1.60 108.10
1.73
432.40
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
8,546.30 LS
0.10 108.10
0.11
923.86
2SAND
Bedding Sand - FOB Plant
1.00
40.00 TON
6.00 108.10
6.49
259.44
2VALVEALLOW
Valve Allowance
1.00
0.50 EA
2,398.11 100.00
2,398.12
1,199.06
Biditem
8" Water Line
Takeoff Qty:
250.000 LF
2 O
Bid Qty:
250.000 LF
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
11.25 10.68
21.93
11.84
61.75 0.95
9.84
106.31
Total
2,812.46 2,670.12
5,482.58
2,959.05
15,437.26 237.82
2,460.00
26,576.71
Manhours Unit/MH
MH/Unit
$/MH Base Labor/MH Total Labor/MH
Unit/CH
78.0000 3.2051
0.3120
340.7271 36.0572
70.2895
12.5000
20.1
Sawcut
• ••
Unit:
LF
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U. cost
0.26 0.24
0.50
0.14
0.00 0.04
0.00
0.68
Total
128.98 122.03
251.01
67.52
0.00 21.62
0.00
340.15
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts Units/Shift
Shifts/Unit
$/Shift
0.6371
0.0040
250.0000
159.2650
0.2500 2,000.0000
0.0005
1,360.6000
Manhours
Unit/MH
MH/Unit Total Labor/MH
Base Labor/Unit
4.0000
125.0000
0.0080 62.7525
0.2580
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: LAB4
4 Man Labor Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00 Labor PCs:
2.00 Equipment Pcs: 2.00
Notes: Assume an
average of 4" pavement
depth.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3MISCTOOL
Misc Tool Allowance
1.00
2.00 HR
10.00 108.10
10.81
21.62
202OTDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 6 of 35
8231
SAW CONCRETE 20-29HP
SELF PR 1.00
2.00
HR
22.90
108.10
24.76
49.52
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LAB4
Labor Foreman
1.00
2.00
MH
34.00
100.00
64.91
129.81
LABORER
Laborer
1.00
2.00
MH
30.49
100.00
60.60
121.20
•
•
•
Unit:
LF
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
6.25
5.82 12.07
9.37
0.00
0.43
7.36
29.23
Total
1,562.08 1,454.52
3,016.60
2,342.39
0.00
108.10
1,840.00
7,307.09
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
21.4360
0.0320
31.2500
669.8738
1.0000
250.0000
0.0040
7,307.0900
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
6.2500
0.1600
75.4150
6.2483
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
3TRAFFICPLAT
Traffic Plate
1.00
2.00
EA/D
50.00
108.10
54.05
108.10
4HAUL
Hauling - Sub
1.00
16.00
HR
115.00
100.00
115.00
1,840.00
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
8.00
HR
37.47
108.10
40.50
324.01
8267
LOADER WHEEL 2.5-2.9
CUBIC Y 1.00
8.00
HR
103.25
108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00
HR
130.15
108.10
140.69
1,125.52
LABORER
Laborer
2.00
16.00
MH
30.49
100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00
MH
48.00
100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00
MH
43.14
100.00
83.31
1,332.89
20.3
AC Patch Paving
•
•••
Unit:
SF
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.39
0.36 0.75
0.48
2.70
0.00
0.50
4.43
Total
390.52
363.64 754.16
477.14
2,703.59
0.00
495.00
4,429.89
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1.1409
0.0020
500.0000
570.4350
0.2500
4,000.0000
0.0003
17,719.5600
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
10.0000
100.0000
0.0100
75.4160
0.3905
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: BKFL
Backfill Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2A
ASPHALT
1.00
33.00
TON
72.00
108.10
77.83
2,568.46
2TACKCOAT
Tack Coat
1.00
250.00
LF
0.50
108.10
0.54
135.13
4HAUL
Hauling - Sub
1.00
33.00
TON
15.00
100.00
15.00
495.00
8034
ROLLER 41-49" VIB SINGLE DRU 1.00
2.00
HR
60.26
108.10
65.14
130.27
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
2.00
HR
50.21
108.10
54.28
108.56
8324
TRUCK WATER 2000-2999
GALLON 1.00
2.00
HR
60.07
108.10
64.94
129.88
8BITCHPOT
Bitch Pot
1.00
2.39
HR
35.00
108.10
37.84
90.43
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00
MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00
MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
2.00
4.00
MH
43.14
100.00
83.31
333.22
Calendar: STD Standard Hrs/Shift: 8 WC: 5221 Concrete Construction
Notes: Assume approx 50% of all trench will require re -striping
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 7 of 35
Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT % Actual UC Total
4STRIPE Striping - Sub 1.00 125.00 LF 1.00 100.00 1.00 125.00
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Total
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts Units/Shift
Shifts/Unit
$/Shift
1,532.8100 8.0000
0.1250
191.6013
1.0000 1.0000
1.0000
1,640.9100
Manhours
Unit/MH
MH/Unit Total Labor/MH
Base Labor/Unit
24.0000
0.0417
24.0000 60.8671
730.8800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00 Labor PCs: 3.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3TCMTL
Traffic Control Materials 1.00
1.00 DAY
100.00 108.10
108.10
108.10
8UTLPU
Utility Pickup
1.00
8.00 HR
9.00 100.00
9.00
72.00
FLAG
Flagger
2.00
16.00 MH
28.68 100.00
58.85
941.58
LAB4
Labor Foreman
1.00
8.00 MH
34.00 100.00
64.90
519.23
20.6
Street ReconstructionQuantity:
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
4PAVE
AC Paving
1.00
0.00 LS
13,053.21 100.00
0.00
0.00
Base Labor Burden
Total Labor
Equipment
U.Cost
0.00 0.00
0.00
0.00
Total
0.00 0.00
0.00
0.00
Calendar: STD
Standard
Hrs/Shift: 8
Resource
Description
Pcs/Wste
Quantity Unit
28"H20
8" Water Line
1.00
280.00 LF
2BASE
Base Rock
1.00
72.00 TON
2MEGALUG
MJ Megalug Pack
1.00
2.00 EA
2MJFITTING
MJ Fitting
1.00
1.00 EA
2PIPEACC
Pipe Accessories
1.00
250.00 LF
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
12,950.26 LS
2SAND
Bedding Sand - FOB Plant
1.00
42.00 TON
2VALVEALLOW
Valve Allowance
1.00
0.50 EA
Biditem
10" Water Line
Takeoff Qty:
3 O
Bid Qty:
Base Labor
Burden
Total Labor
U.Cost
12.23
11.61
23.84
Total
2,812.46
2,670.12
5,482.58
Manhours
Unit/MH
MH/Unit
78.0000
2.9487
0.3391
Perm Matls Const Matls Sub
50.93 0.00 0.00
12,733.67 0.00 0.00
WC: 5221 Concrete Construction
Unit Cost
Tax/OT %
Actual UC
24.13
108.10
26.08
9.75
108.10
10.54
69.36
108.10
74.98
740.00
108.10
799.94
1.60
108.10
1.73
0.10
108.10
0.11
6.00
108.10
6.49
3,233.02
100.00
3,233.02
230.000 LF
230.000 LF
Equipment Perm Matls Const Matls
12.83 87.08 1.03
2,951.48 20,027.90 237.82
$/MH Base Labor/MH
398.7792 36.0572
Sub
10.46
2,405.00
Total Labor/MH
70.2895
Total
50.93
12,733.67
Total
7,303.67
758.86
149.96
799.94
432.40
1,399.92
272.41
1,616.51
Total
135.24
31,104.78
Unit/CH
11.5000
Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Total
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 8 of 35
U. Cost 0.28 0.27 0.55
Total 128.98 122.03 251.01
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
0.6925 0.0043 230.0000
Manhours Unit/MH
4.0000 115.0000
Calendar: STD Standard Hrs/Shift: 8
Crew: LAB4 4 Man Labor Crew Prod: S 0.25
Notes: Assume an average of 4" pavement depth.
0.15 0.00
67.52 0.00
$/Crew Hour Shifts
159.2650 0.2500
MH/Unit
0.0087
WC: 5221
Eff: 100.00 Crew Hrs: 2.00
0.05
0.00
0.74
21.62
0.00
340.15
Units/Shift
Shifts/Unit
$/Shift
1,840.0000
0.0005
1,360.6000
Total Labor/MH
Base Labor/Unit
62.7525
0.2804
Concrete Construction
Labor PCs: 2.00 Equipment PCs: 2.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
3MISCTOOL
Misc Tool Allowance
1.00
2.00
HR
10.00
108.10
10.81
21.62
8231
SAW CONCRETE 20-29HP
SELF PR 1.00
2.00
H R
22.90
108.10
24.76
49.52
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LAB4
Labor Foreman
1.00
2.00
MH
34.00
100.00
64.91
129.81
LABORER
Laborer
1.00
2.00
MH
30.49
100.00
60.60
121.20
•
•
•
Unit:
LF
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
6.79
6.32 13.12
10.18
0.00
0.47
8.00
31.77
Total
1,562.08 1,454.52
3,016.60
2,342.39
0.00
108.10
1,840.00
7,307.09
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
23.3000
0.0348
28.7500
669.8738
1.0000
230.0000
0.0043
7,307.0900
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
5.7500
0.1739
75.4150
6.7917
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
3TRAFFICPLAT
Traffic Plate
1.00
2.00
EA/D
50.00
108.10
54.05
108.10
4HAUL
Hauling - Sub
1.00
16.00
HR
115.00
100.00
115.00
1,840.00
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
8.00
HR
37.47
108.10
40.50
324.01
8267
LOADER WHEEL 2.5-2.9
CUBIC Y 1.00
8.00
HR
103.25
108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00
HR
130.15
108.10
140.69
1,125.52
LABORER
Laborer
2.00
16.00
MH
30.49
100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00
MH
48.00
100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00
MH
43.14
100.00
83.31
1,332.89
30.3
AC Patch Paving
•
•
Unit:
SIF
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.42
0.40 0.82
0.51
2.81
0.00
0.49
4.63
Total
390.52
363.64 754.16
469.57
2,583.59
0.00
450.00
4,257.32
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1.2401
0.0022
460.0000
570.4350
0.2500
3,680.0000
0.0003
17,029.2800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
10.0000
92.0000
0.0109
75.4160
0.4245
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: BKFL
Backfill Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment Pcs: 4.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2A
ASPHALT
1.00
30.00
TON
72.00
108.10
77.83
2,334.96
2TACKCOAT
Tack Coat
1.00
460.00
LF
0.50
108.10
0.54
248.63
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 9 of 35
4HAUL
Hauling - Sub
1.00
30.00
TON
15.00
100.00
15.00
450.00
8034
ROLLER 41-49" VIB SINGLE DRU
1.00
2.00
HR
60.26
108.10
65.14
130.27
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
2.00
HR
50.21
108.10
54.28
108.56
8324
TRUCK WATER 2000-2999 GALLON
1.00
2.00
HR
60.07
108.10
64.94
129.88
8BITCHPOT
Bitch Pot
1.00
2.19
HR
35.00
108.10
37.84
82.86
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00
MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00
MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
2.00
4.00
MH
43.14
100.00
83.31
333.22
Calendar: STD Standard Hrs/Shift: 8
Notes: Assume approx 50% of all trench will require re -striping
Resource Description Pcs/Wste Quantity Unit
4STRIPE Striping - Sub 1.00 115.00 LF
WC: 5221 Concrete Construction
Unit Cost Tax/OT % Actual UC Total
1.00 100.00 1.00 115.00
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
730.88 729.93
1,460.81
72.00
0.00 108.10
0.00
1,640.91
Total
730.88 729.93
1,460.81
72.00
0.00 108.10
0.00
1,640.91
Crew $/Unit
Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1,532.8100 8.0000
0.1250
191.6013
1.0000
1.0000
1.0000
1,640.9100
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
24.0000
0.0417
24.0000
60.8671
730.8800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4 4 Man Labor Crew Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
3.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
3TCMTL
Traffic Control Materials
1.00
1.00
DAY
100.00
108.10
108.10
108.10
8UTLPU
Utility Pickup
1.00
8.00
HR
9.00
100.00
9.00
72.00
FLAG
Flagger
2.00
16.00
MH
28.68
100.00
58.85
941.58
LAB4
Labor Foreman
1.00
8.00
MH
34.00
100.00
64.90
519.23
30.6
StreetReconstruction
Quantity:
1
Unit:
LS
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
4PAVE
AC Paving
1.00
0.00
LS
13,053.21
100.00
0.00
0.00
• ' Materials
•
•
Unit:
LF
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
75.84
0.00
0.00
75.84
Total
0.00 0.00
0.00
0.00
17,444.31
0.00
0.00
17,444.31
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
210"H20
10" Water Line
1.00
260.00
LF
36.70
108.10
39.67
10,314.90
2BASE
Base Rock
1.00
60.00
TON
9.75
108.10
10.54
632.39
2MEGALUG
MJ Megalug Pack
1.00
2.00
EA
166.90
108.10
180.42
360.84
2MJFITTING
MJ Fitting
1.00
1.00
EA
1,441.18
108.10
1,557.92
1,557.92
2PIPEACC
Pipe Accessories
1.00
230.00
LF
1.60
108.10
1.73
397.81
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
17,567.27
LS
0.10
108.10
0.11
1,899.02
2SAND
Bedding Sand - FOB Plant
1.00
40.00
TON
6.00
108.10
6.49
259.44
2VALVEALLOW
Valve Allowance
1.00
0.50
EA
4,043.97
100.00
4,043.98
2,021.99
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 10 of 35
Biditem
12" Water Line
Takeoff Qty:
230.000 LF
40
Bid Qty:
230.000 LF
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
12.23 11.61
23.84
12.83
113.69
1.03
14.46
165.85
Total
2,812.46 2,670.12
5,482.58
2,951.48
26,148.03
237.82
3,325.00
38,144.91
Manhours Unit/MH
MH/Unit
$/MH
Base Labor/MH Total Labor/MH
Unit/CH
78.0000 2.9487
0.3391
489.0373
36.0572
70.2895
11.5000
40.1
Sawcut
• .•
Unit:
LF
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. cost
0.28 0.27
0.55
0.15
0.00
0.05
0.00
0.74
Total
128.98 122.03
251.01
67.52
0.00
21.62
0.00
340.15
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
0.6925
0.0043
230.0000
159.2650
0.2500
1,840.0000
0.0005
1,360.6000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
4.0000
115.0000
0.0087
62.7525
0.2804
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4
4 Man Labor Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
2.00 Equipment PCs: 2.00
Notes: Assume an
average of 4" pavement
depth.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3MISCTOOL
Misc Tool Allowance
1.00
2.00 HR
10.00 108.10
10.81
21.62
8231
SAW CONCRETE 20-29HP SELF
PR 1.00
2.00 H R
22.90 108.10
24.76
49.52
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00 100.00
9.00
18.00
LAB4
Labor Foreman
1.00
2.00 MH
34.00 100.00
64.91
129.81
LABORER
Laborer
1.00
2.00 MH
30.49 100.00
60.60
121.20
•
• •
Unit:
LF
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
6.79 6.32
13.12
10.18
0.00
0.47
12.00
35.77
Total
1,562.08 1,454.52
3,016.60
2,342.39
0.00
108.10
2,760.00
8,227.09
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
23.3000
0.0348
28.7500
669.8738
1.0000
230.0000
0.0043
8,227.0900
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
5.7500
0.1739
75.4150
6.7917
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3TRAFFICPLAT
Traffic Plate
1.00
2.00 EA/D
50.00 108.10
54.05
108.10
4HAUL
Hauling - Sub
1.00
24.00 HR
115.00 100.00
115.00
2,760.00
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
8.00 HR
37.47 108.10
40.50
324.01
8267
LOADER WHEEL 2.5-2.9 CUBIC
Y 1.00
8.00 HR
103.25 108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00 HR
130.15 108.10
140.69
1,125.52
LABORER
Laborer
2.00
16.00 MH
30.49 100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00 MH
48.00 100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00 MH
43.14 100.00
83.31
1,332.89
40.3
AC Patch
Paving
• •
Unit:
SF
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
2020TDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 11 of 35
U.Cost
0.42
0.40 0.82
0.51
2.81
0.00
0.49
4.63
Total
390.52
363.64 754.16
469.57
2,583.59
0.00
450.00
4,257.32
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1.2401
0.0022
460.0000
570.4350
0.2500 3,680.0000
0.0003
17,029.2800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
10.0000
92.0000
0.0109
75.4160
0.4245
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: BKFL
Backfill Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2A
ASPHALT
1.00
30.00
TON
72.00
108.10
77.83
2,334.96
2TACKCOAT
Tack Coat
1.00
460.00
LF
0.50
108.10
0.54
248.63
4HAUL
Hauling - Sub
1.00
30.00
TON
15.00
100.00
15.00
450.00
8034
ROLLER 41-49" VIB SINGLE DRU 1.00
2.00
HR
60.26
108.10
65.14
130.27
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
2.00
HR
50.21
108.10
54.28
108.56
8324
TRUCK WATER 2000-2999
GALLON 1.00
2.00
HR
60.07
108.10
64.94
129.88
8BITCHPOT
Bitch Pot
1.00
2.19
HR
35.00
108.10
37.84
82.86
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00
MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00
MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
2.00
4.00
MH
43.14
100.00
83.31
333.22
Calendar: STD Standard Hrs/Shift: 8
Notes: Assume approx 50% of all trench will require re -striping
Resource Description Pcs/Wste Quantity Unit
4STRIPE Striping - Sub 1.00 115.00 LF
WC: 5221 Concrete Construction
Unit Cost Tax/OT % Actual UC Total
1.00 100.00 1.00 115.00
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Total
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts Units/Shift
Shifts/Unit
$/Shift
1,532.8100 8.0000
0.1250
191.6013
1.0000 1.0000
1.0000
1,640.9100
Manhours
Unit/MH
MH/Unit Total Labor/MH
Base Labor/Unit
24.0000
0.0417
24.0000 60.8671
730.8800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00 Labor PCs: 3.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3TCMTL
Traffic Control Materials 1.00
1.00 DAY
100.00 108.10
108.10
108.10
8UTLPU
Utility Pickup
1.00
8.00 HR
9.00 100.00
9.00
72.00
FLAG
Flagger
2.00
16.00 MH
28.68 100.00
58.85
941.58
LAB4
Labor Foreman
1.00
8.00 MH
34.00 100.00
64.90
519.23
40.6
StreetReconstruction
Quantity: 1
Unit:
LS
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
4PAVE
AC Paving
1.00
0.00 LS
13,053.21 100.00
0.00
0.00
Activity: 40.9
Materials
Quantity: 230
Unit:
LF
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
2O2OTDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 12 of 35
U. Cost
0.00 0.00
0.00
0.00
102.45
0.00
0.00
102.45
Total
0.00 0.00
0.00
0.00
23,564.44
0.00
0.00
23,564.44
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
212"H20
12" Water Line
1.00
260.00
LF
51.87
108.10
56.07
14,578.58
2BASE
Base Rock
1.00
60.00
TON
9.75
108.10
10.54
632.39
2MEGALUG
MJ Megalug Pack
1.00
2.00
EA
115.82
108.10
125.20
250.40
2MJFITTIN G
MJ Fitting
1.00
1.00
EA
1,935.30
108.10
2,092.06
2,092.06
2PIPEACC
Pipe Accessories
1.00
230.00
LF
2.20
108.10
2.38
546.99
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
23,574.84
LS
0.10
108.10
0.11
2,548.44
2SAND
Bedding Sand - FOB Plant
1.00
55.00
TON
6.00
108.10
6.49
356.73
2VALVEALLOW
Valve Allowance
1.00
0.50
EA
4,734.22
108.10
5,117.70
2,558.85
Biditem
50
Base Labor
U. Cost 12.78
Total 2,812.46
Manhours
78.0000
14" Water Line
Takeoff Qty:
Bid Qty:
Burden Total Labor
12.14 24.92
2,670.12 5,482.58
Unit/MH MH/Unit
2.8205 0.3545
220.000 LF
220.000 LF
Equipment Perm Matls
Const Matls
Sub
Total
13.38 140.24
1.08
11.32
190.94
2,944.29 30,851.99
237.82
2,490.00
42,006.68
$/MH
Base Labor/MH
Total Labor/MH
Unit/CH
538.5472
36.0572
70.2895
11.0000
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. Cost
0.29
0.28 0.57
0.15
0.00
0.05
0.00
0.77
Total
128.98
122.03 251.01
67.52
0.00
21.62
0.00
340.15
Crew $/Unit
Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
0.7239
0.0045
220.0000
159.2650
0.2500
1,760.0000
0.0006
1,360.6000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
4.0000
110.0000
0.0091
62.7525
0.2931
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 2.00 Equipment PCs: 2.00
Notes: Assume an average of 4" pavement
depth.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3MISCTOOL
Misc Tool Allowance 1.00
2.00 HR
10.00 108.10
10.81
21.62
8231
SAW CONCRETE 20-29HP
SELF PR 1.00
2.00 HR
22.90 108.10
24.76
49.52
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00 100.00
9.00
18.00
LAB4
Labor Foreman
1.00
2.00 MH
34.00 100.00
64.91
129.81
LABORER
Laborer
1.00
2.00 MH
30.49 100.00
60.60
121.20
•
•
•
Unit:
LF
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. Cost
7.10
6.61 13.71
10.65
0.00
0.49
8.36
33.21
Total
1,562.08 1,454.52
3,016.60
2,342.39
0.00
108.10 1,840.00
7,307.09
Crew $/Unit
Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
24.3590
0.0364
27.5000
669.8738
1.0000
220.0000
0.0045
7,307.0900
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
5.5000
0.1818
75.4150
7.1004
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 13 of 35
Crew: SMPIPE
Small Pipe Crew Prod: S
1
Eff: 100.00 Crew Hrs:
8.00
Labor PCs:
5.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
3TRAFFICPLAT
Traffic Plate
1.00
2.00
EA/D
50.00
108.10
54.05
108.10
4HAUL
Hauling - Sub
1.00
16.00
HR
115.00
100.00
115.00
1,840.00
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
8.00
HR
37.47
108.10
40.50
324.01
8267
LOADER WHEEL 2.5-2.9 CUBIC Y
1.00
8.00
HR
103.25
108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00
HR
130.15
108.10
140.69
1,125.52
LABORER
Laborer
2.00
16.00
MH
30.49
100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00
MH
48.00
100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00
MH
43.14
100.00
83.31
1,332.89
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.36
0.33 0.69
0.42
2.76
0.00
0.49
4.36
Total
390.52
363.64 754.16
462.38
3,039.77
0.00
540.00
4,796.31
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1.0372
0.0018
550.0000
570.4350
0.2500
4,400.0000
0.0002
19,185.2400
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
10.0000
110.0000
0.0091
75.4160
0.3550
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: BKFL
Backfill Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
2A
ASPHALT
1.00
36.00 TON
72.00 108.10
77.83
2,801.95
2TACKCOAT
Tack Coat
1.00
440.00 LF
0.50 108.10
0.54
237.82
4HAUL
Hauling - Sub
1.00
36.00 TON
15.00 100.00
15.00
540.00
8034
ROLLER 41-49" VIB SINGLE
DRU 1.00
2.00 HR
60.26 108.10
65.14
130.27
8243
BACKHOE/LOADER 60-90HP 4WD 1.00
2.00 HR
50.21 108.10
54.28
108.56
8324
TRUCK WATER 2000-2999 GALLON 1.00
2.00 HR
60.07 108.10
64.94
129.88
8BITCHPOT
Bitch Pot
1.00
2.00 HR
35.00 108.10
37.84
75.67
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00 100.00
9.00
18.00
LABORER
Laborer
2.00
4.00 MH
30.49 100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00 MH
48.00 100.00
89.27
178.54
OPERATOR
Operator
2.00
4.00 MH
43.14 100.00
83.31
333.22
50.4
StripingQuantity:
1
Unit:
LS
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Notes: Assume approx
50% of all trench
will require re -striping
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
4STRIPE
Striping - Sub
1.00
110.00 LF
1.00 100.00
1.00
110.00
50.5
Traffic Control
Quantity:
1
Unit:
LS
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
730.88
729.93 1,460.81
72.00
0.00
108.10
0.00
1,640.91
Total
730.88
729.93 1,460.81
72.00
0.00
108.10
0.00
1,640.91
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1,532.8100 8.0000
0.1250
191.6013
1.0000
1.0000
1.0000
1,640.9100
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
24.0000
0.0417
24.0000
60.8671
730.8800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor Pcs:
3.00 Equipment PCs: 1.00
2O2OTDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 14 of 35
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
3TCMTL
Traffic Control Materials
1.00
1.00 DAY
100.00
108.10
108.10
108.10
8UTLPU
Utility Pickup
1.00
8.00 HR
9.00
100.00
9.00
72.00
FLAG
Flagger
2.00
16.00 MH
28.68
100.00
58.85
941.58
LAB4
Labor Foreman
1.00
8.00 MH
34.00
100.00
64.90
519.23
50.6 StreetReconstruction
Quantity:
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
4PAVE
AC Paving
1.00
0.00 LS
13,053.21
100.00
0.00
0.00
• ' Materials
•
•
Unit:
LF
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
126.42
0.00
0.00
126.42
Total
0.00 0.00
0.00
0.00
27,812.22
0.00
0.00
27,812.22
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
214"H20
14" Water Line
1.00
240.00 LF
67.43
108.10
72.89
17,494.04
2BASE
Base Rock
1.00
60.00 TON
9.75
108.10
10.54
632.39
2MEGALUG
MJ Megalug Pack
1.00
2.00 EA
166.90
108.10
180.42
360.84
2MJFITTING
MJ Fitting
1.00
1.00 EA
2,500.00
108.10
2,702.50
2,702.50
2PIPEACC
Pipe Accessories
1.00
220.00 LF
2.20
108.10
2.38
523.20
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
27,573.82 LS
0.10
108.10
0.11
2,980.73
2SAND
Bedding Sand - FOB Plant
1.00
58.00 TON
6.00
108.10
6.49
376.19
2VALVEALLOW
Valve Allowance
1.00
0.50 EA
5,484.66
100.00
5,484.66
2,742.33
Biditem
16" Water Line
Takeoff Qty:
200.000 LF
60
Bid Qty:
200.000 LF
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
13.93 13.23
27.16
15.17
191.55
1.01
9.55
244.45
Total
2,786.66 2,645.70
5,432.36
3,034.92
38,309.86 202.69
1,909.45
48,889.28
Manhours Unit/MH
MH/Unit
$/MH Base Labor/MH
Total Labor/MH
Unit/CH
77.2000 2.5907
0.3860
633.2808 36.0966
70.3674
10.2041
60.1
Sawcut
•
••
Unit:
LF
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U. Cost
0.26 0.24
0.50
0.14
0.00
0.04
0.00
0.68
Total
103.18 97.61
200.79
54.01
0.00
17.30
0.00
272.10
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
0.6370 0.0040
250.0000
159.2500
0.2000 2,000.0000
0.0005
1,360.5000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
3.2000
125.0000
0.0080
62.7469
0.2580
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4
4 Man Labor Crew Prod: S 0.2
Eff: 100.00
Crew Hrs: 1.60
Labor PCs:
2.00 Equipment Pcs: 2.00
Notes: Assume an average of 4" pavement
depth.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
3MISCTOOL
Misc Tool Allowance
1.00
1.60 HR
10.00
108.10
10.81
17.30
8231
SAW CONCRETE 20-29HP SELF
PR 1.00
1.60 HR
22.90
108.10
24.76
39.61
8UTLPU
Utility Pickup
1.00
1.60 HR
9.00
100.00
9.00
14.40
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 15 of 35
LAB4 Labor Foreman
LABORER Laborer
1.00 1.60 MH 34.00 100.00 64.90 103.84
1.00 1.60 MH 30.49 100.00 60.59 96.95
Base Labor
Burden Total Labor
U. cost
7.81
7.27 15.08
Total
1,562.08 1,454.52
3,016.60
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
27.3157 0.0400
25.0000
Manhours
Unit/MH
40.0000
5.0000
Calendar: STD
Standard
Hrs/Shift: 8
Crew: sMPIPE
Small Pipe Crew
Prod: S 1
Resource
Description
Pcs/Wste
3TRAFFICPLAT
Traffic Plate
1.00
4HAUL
Hauling - Sub
1.00
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
8267
LOADER WHEEL 2.5-2.9
CUBIC Y 1.00
8277
EXCAVATOR 40000-42999#
1.00
LABORER
Laborer
2.00
OPER4
Operator Foreman
1.00
OPERATOR
Operator
2.00
.•
AC Patch Paving
.3
Base Labor
Burden Total Labor
U. Cost
0.39
0.36 0.75
Total
390.52
363.64 754.16
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
1.1409
0.0020
500.0000
Manhours
Unit/MH
10.0000
100.0000
Calendar: STD
Standard
Hrs/Shift: 8
Crew: BKFL
Backfill Crew
Prod: S 0.25
Resource
Description
Pcs/Wste
2A
ASPHALT
1.00
2TACKCOAT
Tack Coat
1.00
4HAUL
Hauling - Sub
1.00
8034
ROLLER 41-49" VIB SINGLE DRU 1.00
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
8324
TRUCK WATER 2000-2999
GALLON 1.00
8BITCHPOT
Bitch Pot
1.00
8UTLPU
Utility Pickup
1.00
LABORER
Laborer
2.00
OPER4
Operator Foreman
1.00
OPERATOR
Operator
2.00
Equipment
Perm Matls
Const Matls
Sub
Total
12.23
0.00
0.39
6.57
34.27
2,446.53
0.00
77.29
1,314.45
6,854.87
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
682.8913
1.0000
200.0000
0.0050
6,854.8700
MH/Unit
Total Labor/MH
Base Labor/Unit
0.2000
75.4150
7.8104
WC: 5221
Concrete Construction
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment PCs: 3.00
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
1.43
EA/D
50.00
108.10
54.05
77.29
11.43
HR
115.00
100.00
115.00
1,314.45
8.00
HR
37.47
108.10
40.50
324.01
8.00
HR
103.25
108.10
111.61
892.86
8.00
HR
142.19
108.10
153.71
1,229.66
16.00
MH
30.49
100.00
60.60
969.58
8.00
MH
48.00
100.00
89.27
714.13
16.00
MH
43.14
100.00
83.31
1,332.89
•
•••
Unit:
SF
Equipment
Perm Matls
Const Matls
Sub
Total
0.46
2.78
0.00
0.50
4.50
462.38
2,784.66
0.00
495.00
4,496.20
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
570.4350
0.2500
4,000.0000
0.0003
17,984.8000
MH/Unit
Total Labor/MH
Base Labor/Unit
0.0100
75.4160
0.3905
WC: 5221
Concrete Construction
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment PCs: 4.00
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
33.00
TON
72.00
108.10
77.83
2,568.46
400.00
LF
0.50
108.10
0.54
216.20
33.00
TON
15.00
100.00
15.00
495.00
2.00
HR
60.26
108.10
65.14
130.27
2.00
HR
50.21
108.10
54.28
108.56
2.00
HR
60.07
108.10
64.94
129.88
2.00
HR
35.00
108.10
37.84
75.67
2.00
HR
9.00
100.00
9.00
18.00
4.00
MH
30.49
100.00
60.60
242.40
2.00
MH
48.00
100.00
89.27
178.54
4.00
MH
43.14
100.00
83.31
333.22
Calendar: STD Standard Hrs/Shift: 8
Notes: Assume approx 50% of all trench will require re -striping
Resource Description Pcs/Wste Quantity Unit
4STRIPE Striping - Sub 1.00 100.00 LF
WC: 5221 Concrete Construction
Unit Cost Tax/OT % Actual UC Total
1.00 100.00 1.00 100.00
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 16 of 35
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Total
730.88
729.93 1,460.81
72.00
0.00 108.10
0.00
1,640.91
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts Units/Shift
Shifts/Unit
$/Shift
1,532.8100 8.0000
0.1250
191.6013
1.0000 1.0000
1.0000
1,640.9100
Manhours
Unit/MH
MH/Unit Total Labor/MH
Base Labor/Unit
24.0000
0.0417
24.0000 60.8671
730.8800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00 Labor PCs: 3.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3TCMTL
Traffic Control Materials 1.00
1.00 DAY
100.00 108.10
108.10
108.10
8UTLPU
Utility Pickup
1.00
8.00 FIR
9.00 100.00
9.00
72.00
FLAG
Flagger
2.00
16.00 MH
28.68 100.00
58.85
941.58
LAB4
Labor Foreman
1.00
8.00 MH
34.00 100.00
64.90
519.23
60.6
Street ReconstructionQuantity:
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
4PAVE
AC Paving
1.00
0.00 LS
13,053.21 100.00
0.00
0.00
Base Labor Burden
Total Labor
Equipment
U.Cost
0.00 0.00
0.00
0.00
Total
0.00 0.00
0.00
0.00
Calendar: STD
Standard
Hrs/Shift: 8
Resource
Description
Pcs/Wste
Quantity Unit
216"H20
16" Water Line
1.00
220.00 LF
2BASE
Base Rock
1.00
66.00 TON
2MEGALUG
MJ Megalug Pack
1.00
2.00 EA
2MJFITTING
MJ Fitting
1.00
1.00 EA
2PIPEACC
Pipe Accessories
1.00
200.00 LF
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
36,025.27 LS
2SAND
Bedding Sand - FOB Plant
1.00
58.00 TON
2VALVEALLOW
Valve Allowance
1.00
0.50 EA
Biditem
8" PRV
Takeoff Qty:
70
Bid Qty:
Base Labor
Burden
Total Labor
U. cost
3,124.16
2,909.04
6,033.20
Total
3,124.16
2,909.04
6,033.20
Manhours
Unit/MH
MH/Unit
80.0000
0.0125
80.0000
Perm Matls Const Matls
Sub
177.63
0.00
0.00
35,525.20
0.00
0.00
WC: 5221
Concrete Construction
Unit Cost
Tax/OT %
Actual UC
89.70
108.10
96.97
9.75
108.10
10.54
239.18
108.10
258.56
3,491.77
108.10
3,774.60
2.50
108.10
2.70
0.10
108.10
0.11
6.00
108.10
6.49
8,788.80
100.00
8,788.80
1.000 EA
1.000 EA
Equipment Perm Matls Const Matls
4,360.77 21,378.13 0.00
4,360.77 21,378.13 0.00
$/MH Base Labor/MH
408.6513 39.0520
Sub
920.00
920.00
Total Labor/MH
75.4150
Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub
U.Cost 0.00 0.00 0.00 0.00 21,272.73 0.00 0.00
Total 0.00 0.00 0.00 0.00 21,272.73 0.00 0.00
Total
177.63
35, 525.20
Total
21,332.45
695.62
517.11
3,774.60
540.50
3,894.33
376.19
4,394.40
Total
32,692.10
32,692.10
Unit/CH
0.0625
Total
21,272.73
21,272.73
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 17 of 35
Calendar: STD
Standard
Resource
Description
2BNGKIT
Bolt/Nut/Gasket Kit
2PIPEALLOW
Misc Pipe Matt Allowance
2PIPESPOOL
Pipe Spool
2PRV
Pressure Reducing Valve
2PRVVAULT
Precast PRV Vault
Hrs/Shift: 8
Pcs/Wste
Quantity
Unit
1.00
2.00
EA
1.00
19,197.48
LS
1.00
2.00
EA
1.00
1.00
EA
1.00
1.00
EA
WC: 5221
Concrete Construction
Unit Cost
Tax/OT %
Actual UC
Total
125.00
108.10
135.13
270.25
0.10
108.10
0.11
2,075.25
748.00
108.10
808.59
1,617.18
7,513.00
108.10
8,121.55
8,121.55
8,500.00
108.10
9,188.50
9,188.50
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
1,562.08 1,454.52
3,016.60
2,342.39
105.40
0.00
920.00
6,384.39
Total
1,562.08 1,454.52
3,016.60
2,342.39
105.40
0.00
920.00
6,384.39
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
5,358.9900 8.0000
0.1250
669.8738
1.0000
1.0000
1.0000
6,384.3900
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
0.0250
40.0000
75.4150
1,562.0800
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment Pcs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
2BASE
Base Rock
1.00
10.00 TON
9.75
108.10
10.54
105.40
4HAUL
Hauling - Sub
1.00
8.00 HR
115.00
100.00
115.00
920.00
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
8.00 HR
37.47
108.10
40.50
324.01
8267
LOADER WHEEL 2.5-2.9 CUBIC Y
1.00
8.00 HR
103.25
108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00 HR
130.15
108.10
140.69
1,125.52
LABORER
Laborer
2.00
16.00 MH
30.49
100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00 MH
48.00
100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00 MH
43.14
100.00
83.31
1,332.89
•
-
Quantity:
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
1,562.08 1,454.52
3,016.60
2,018.38
0.00
0.00
0.00
5,034.98
Total
1,562.08 1,454.52
3,016.60
2,018.38
0.00
0.00
0.00
5,034.98
Crew $/Unit Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
5,034.9800 8.0000
0.1250
629.3725
1.0000
1.0000
1.0000
5,034.9800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
0.0250
40.0000
75.4150
1,562.0800
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment PCs: 2.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8267
LOADER WHEEL 2.5-2.9 CUBIC Y
1.00
8.00 HR
103.25
108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00 HR
130.15
108.10
140.69
1,125.52
LABORER
Laborer
2.00
16.00 MH
30.49
100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00 MH
48.00
100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00 MH
43.14
100.00
83.31
1,332.89
Biditem 12" PRV
71 Takeoff Qty: 1.000 EA
Bid Qty: 1.000 EA
Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Total
202OTDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 18 of 35
U.Cost
3,124.16 2,909.04
6,033.20
4,360.77
28,111.28
0.00
920.00
39,425.25
Total
3,124.16 2,909.04
6,033.20
4,360.77
28,111.28
0.00
920.00
39,425.25
Manhours Unit/MH
MH/Unit
$/MH Base Labor/MH
Total Labor/MH
Unit/CH
80.0000 0.0125
80.0000
492.8156
39.0520
75.4150
0.0625
71.1
PRV Materials
Quantity:Activity:
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
28,005.88
0.00
0.00
28,005.88
Total
0.00 0.00
0.00
0.00
28,005.88
0.00
0.00
28,005.88
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
2BNGKIT
Bolt/Nut/Gasket Kit
1.00
2.00 EA
125.00
108.10
135.13
270.25
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
25,273.78 LS
0.10
108.10
0.11
2,732.10
2PIPESPOOL
Pipe Spool
1.00
2.00 EA
748.00
108.10
808.59
1,617.18
2PRV
Pressure Reducing Valve
1.00
1.00 EA
12,134.00
108.10
13,116.85
13,116.85
2PRVVAULT
Precast PRV Vault
1.00
1.00 EA
9,500.00
108.10
10,269.50
10,269.50
71.2
Install PRV
Vault
Quantity:Activity:
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
1,562.08 1,454.52
3,016.60
2,342.39
105.40
0.00
920.00
6,384.39
Total
1,562.08 1,454.52
3,016.60
2,342.39
105.40
0.00
920.00
6,384.39
Crew $/Unit Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
5,358.9900 8.0000
0.1250
669.8738
1.0000
1.0000
1.0000
6,384.3900
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
0.0250
40.0000
75.4150
1,562.0800
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
2BASE
Base Rock
1.00
10.00 TON
9.75
108.10
10.54
105.40
4HAUL
Hauling - Sub
1.00
8.00 HR
115.00
100.00
115.00
920.00
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
8.00 HR
37.47
108.10
40.50
324.01
8267
LOADER WHEEL 2.5-2.9 CUBIC Y
1.00
8.00 HR
103.25
108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00 HR
130.15
108.10
140.69
1,125.52
LABORER
Laborer
2.00
16.00 MH
30.49
100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00 MH
48.00
100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00 MH
43.14
100.00
83.31
1,332.89
71.3
Install PRV
Piping/Valve
Quantity:Activity:
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
1,562.08 1,454.52
3,016.60
2,018.38
0.00
0.00
0.00
5,034.98
Total
1,562.08 1,454.52
3,016.60
2,018.38
0.00
0.00
0.00
5,034.98
Crew $/Unit Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
5,034.9800 8.0000
0.1250
629.3725
1.0000
1.0000
1.0000
5,034.9800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
40.0000
0.0250
40.0000
75.4150
1,562.0800
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs:
5.00 Equipment PCs: 2.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8267
LOADER WHEEL 2.5-2.9 CUBIC Y
1.00
8.00 HR
103.25
108.10
111.61
892.86
8276
EXCAVATOR 35000-39999#
1.00
8.00 HR
130.15
108.10
140.69
1,125.52
2020TDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 19 of 35
LABORER
Laborer
2.00
16.00 MH
30.49 100.00
60.60
969.58
OPER4
Operator Foreman
1.00
8.00 MH
48.00 100.00
89.27
714.13
OPERATOR
Operator
2.00
16.00 MH
43.14 100.00
83.31
1,332.89
Biditem
Water Meter
Takeoff Qty:
1.000 EA
90
Bid Qty:
1.000 EA
Base Labor
Burden
Total Labor
Equipment Perm Matls
Const Matls
Sub
Total
U.Cost
304.24
283.31
587.55
207.56 2,291.54
0.00
0.00
3,086.65
Total
304.24
283.31
587.55
207.56 2,291.54
0.00
0.00
3,086.65
Manhours
Unit/MH
MH/Unit
$/MH
Base Labor/MH
Total Labor/MH
Unit/CH
8.0000
0.1250
8.0000
385.8313
38.0300
73.4438
0.5000
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
U.Cost
0.00 0.00
0.00
0.00
2,291.54
0.00
0.00
Total
0.00 0.00
0.00
0.00
2,291.54
0.00
0.00
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
21"POLY
1" Poly Pipe
1.00
20.00 LF
1.06
108.10
1.15
2CORP
Corp Stop
1.00
1.00 EA
68.58
108.10
74.13
2PIPEALLOW
Misc Pipe Matt Allowance
1.00
2,067.99 LS
0.10
108.10
0.11
2PITSET
Pit Setter
1.00
1.00 EA
1,648.25
108.10
1,781.76
2SADDLE
Pipe Saddle
1.00
1.00 EA
175.00
108.10
189.18
Total
2,291.54
2,291.54
Total
22.92
74.13
223.55
1,781.76
189.18
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
304.24
283.31 587.55
207.56
0.00
0.00
0.00
795.11
Total
304.24
283.31 587.55
207.56
0.00
0.00
0.00
795.11
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
795.1100
2.0000
0.5000
397.5550
0.2500
4.0000
0.2500
3,180.4400
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 4.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8031
ROLLER18-29" WALKBEHIND DBL 1.00
2.00 FIR
37.47
108.10
40.50
81.00
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
2.00 FIR
50.21
108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00 MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00 MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
1.00
2.00 MH
43.14
100.00
83.31
166.61
Biditem Fire Hydrant
100 Takeoff Qty: 1.000 EA
Bid Qty: 1.000 EA
Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Total
U.Cost 912.72 849.91 1,762.63 595.10 6,647.98 0.00 0.00 9,005.71
Total 912.72 849.91 1,762.63 595.10 6,647.98 0.00 0.00 9,005.71
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 20 of 35
Manhours Unit/MH
24.0000 0.0417
MH/Unit $/MH Base Labor/MH
24.0000 375.2379 38.0300
Total Labor/MH
73.4429
Unit/CH
0.1667
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.00
0.00 0.00
0.00
6,566.90
0.00
0.00
6,566.90
Total
0.00
0.00 0.00
0.00
6,566.90
0.00
0.00
6,566.90
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
26"H20
6" Water Line
1.00
20.00 LF
14.05
108.10
15.19
303.76
26"PVC
6" PVC
1.00
5.00 LF
7.50
108.10
8.11
40.54
2FIREH YD
Fire Hydrant
1.00
1.00 EA
4,428.00
108.10
4,786.67
4,786.67
2G5
G5 Valve Box
1.00
1.00 EA
78.00
108.10
84.32
84.32
2GATEVLV
Gate Valve
1.00
1.00 EA
836.23
108.10
903.96
903.96
2PIPEALLOW
Misc Pipe Matt Allowance 1.00
8,282.11 LS
0.05
108.10
0.05
447.65
••
.
Quantity:
1
Unit:
EA
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
608.48
566.60 1,175.08
415.13
0.00
0.00
0.00
1,590.21
Total
608.48
566.60 1,175.08
415.13
0.00
0.00
0.00
1,590.21
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1,590.2100 4.0000
0.2500
397.5525
0.5000
2.0000
0.5000
3,180.4200
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
16.0000
0.0625
16.0000
73.4425
608.4800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew
Prod: S 0.5
Eff: 100.00
Crew Hrs: 4.00
Labor Pcs:
4.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
4.00 HR
37.47
108.10
40.50
162.00
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
4.00 HR
50.21
108.10
54.28
217.13
8UTLPU
Utility Pickup
1.00
4.00 HR
9.00
100.00
9.00
36.00
LABORER
Laborer
2.00
8.00 MH
30.49
100.00
60.60
484.79
OPER4
Operator Foreman
1.00
4.00 MH
48.00
100.00
89.27
357.07
OPERATOR
Operator
1.00
4.00 MH
43.14
100.00
83.31
333.22
••3
Raise/Collar Valve
Quantity:
1
Unit:
EA
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
304.24
283.31 587.55
179.97
81.08
0.00
0.00
848.60
Total
304.24
283.31 587.55
179.97
81.08
0.00
0.00
848.60
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
767.5200
2.0000
0.5000
383.7600
0.2500
4.0000
0.2500
3,394.4000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
4.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete 1.00
0.50 CY
150.00
108.10
162.16
81.08
8001
COMPRESSOR 155-175
CFM DIESE 1.00
2.00 HR
15.93
108.10
17.22
34.44
8016
BREAKER PAVEMENT AIR 90# 1.00
2.00 HR
8.77
108.10
9.49
18.97
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
2.00 HR
50.21
108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00 MH
30.49
100.00
60.60
242.40
202OTDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 21 of 35
OPER4
Operator Foreman
1.00
2.00 MH
48.00 100.00
89.27
178.54
OPERATOR
Operator
1.00
2.00 MH
43.14 100.00
83.31
166.61
Biditem
4" Valve
Takeoff Qty:
1.000 EA
105
Bid Qty:
1.000 EA
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
456.36
424.97 881.33
283.75
997.06
0.00
0.00
2,162.14
Total
456.36
424.97 881.33
283.75
997.06
0.00
0.00
2,162.14
Manhours Unit/MH MH/Unit
$/MH
Base Labor/MH Total
Labor/MH
Unit/CH
12.0000 0.0833
12.0000
180.1783
38.0300
73.4442
0.3333
105.1
Valve Materials
Quantity:
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.00
0.00 0.00
0.00
915.98
0.00
0.00
915.98
Total
0.00
0.00 0.00
0.00
915.98
0.00
0.00
915.98
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
24'MEGALUG
4" Megalug
1.00
2.00 EA
38.12 108.10
41.21
82.42
24"MJVLV
4" MJ Gate Valve
1.00
1.00 EA
655.60 108.10
708.70
708.70
26"PVC
6" PVC
1.00
5.00 LF
7.50 108.10
8.11
40.54
2G5
G5 Valve Box
1.00
1.00 EA
78.00 108.10
84.32
84.32
105.2
Install Valve
Quantity:
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
152.12
141.66 293.78
103.78
0.00
0.00
0.00
397.56
Total
152.12
141.66 293.78
103.78
0.00
0.00
0.00
397.56
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
397.5600
1.0000
1.0000
397.5600
0.1250
8.0000
0.1250
3,180.4800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
4.0000
0.2500
4.0000
73.4450
152.1200
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew
Prod: S 0.125
Eff: 100.00
Crew Hrs: 1.00
Labor PCs: 4.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
1.00 HR
37.47 108.10
40.50
40.50
8243
BACKHOE/LOADER 60-90HP
4WD 1.00
1.00 HR
50.21 108.10
54.28
54.28
8UTLPU
Utility Pickup
1.00
1.00 HR
9.00 100.00
9.00
9.00
LABORER
Laborer
2.00
2.00 MH
30.49 100.00
60.60
121.20
OPER4
Operator Foreman
1.00
1.00 MH
48.00 100.00
89.27
89.27
OPERATOR
Operator
1.00
1.00 MH
43.14 100.00
83.31
83.31
•5.3
Raise/Collar Valve
Quantity:
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
304.24
283.31 587.55
179.97
81.08
0.00
0.00
848.60
Total
304.24
283.31 587.55
179.97
81.08
0.00
0.00
848.60
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
767.5200
2.0000
0.5000
383.7600
0.2500
4.0000
0.2500
3,394.4000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 22 of 35
Crew: MINIP Mini Pipe Crew Prod: S 0.25 Eff: 100.00 Crew Hrs: 2.00 Labor PCs: 4.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete
1.00
0.50
CY
150.00
108.10
162.16
81.08
8001
COMPRESSOR 155-175 CFM DIESE
1.00
2.00
HR
15.93
108.10
17.22
34.44
8016
BREAKER PAVEMENT AIR 90#
1.00
2.00
HR
8.77
108.10
9.49
18.97
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
2.00
HR
50.21
108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00
MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00
MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
1.00
2.00
MH
43.14
100.00
83.31
166.61
Biditem
110
6" Valve
Takeoff Qty: 1.000 EA
Bid Qty: 1.000 EA
Base Labor
Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
456.36
424.97
881.33
283.75
1,233.03
0.00
0.00
2,398.11
Total
456.36
424.97
881.33
283.75
1,233.03
0.00
0.00
2,398.11
Manhours Unit/MH
MH/Unit
$/MH
Base Labor/MH
Total Labor/MH
Unit/CH
12.0000 0.0833
12.0000
199.8425
38.0300
73.4442
0.3333
110.1
Valve Materials
Quantity:
1
Unit:
EA
Base Labor
Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.00
0.00
0.00
0.00
1,151.95
0.00
0.00
1,151.95
Total
0.00
0.00
0.00
0.00
1,151.95
0.00
0.00
1,151.95
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
26"PVC
6" PVC
1.00
5.00 LF
7.50
108.10
8.11
40.54
2G5
G5 Valve Box
1.00
1.00 EA
78.00
108.10
84.32
84.32
2GATEVLV
Gate Valve
1.00
1.00 EA
836.23
108.10
903.96
903.96
2MEGALUG
MJ Megalug Pack
1.00
2.00 EA
56.95
108.10
61.57
123.13
Activity: 110.2
Install Valve
Quantity:
1
Unit:
EA
Base Labor
Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
152.12
141.66
293.78
103.78
0.00
0.00
0.00
397.56
Total
152.12
141.66
293.78
103.78
0.00
0.00
0.00
397.56
Crew $/Unit
Crew Hrs/Unit
Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
397.5600 1.0000
1.0000
397.5600
0.1250
8.0000
0.1250
3,180.4800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
4.0000
0.2500
4.0000
73.4450
152.1200
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew
Prod: S 0.125
Eff: 100.00
Crew Hrs: 1.00
Labor PCs:
4.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
1.00 HR
37.47
108.10
40.50
40.50
8243
BACKHOE/LOADER 60-90HP
4WD
1.00
1.00 HR
50.21
108.10
54.28
54.28
8UTLPU
Utility Pickup
1.00
1.00 HR
9.00
100.00
9.00
9.00
LABORER
Laborer
2.00
2.00 MH
30.49
100.00
60.60
121.20
OPER4
Operator Foreman
1.00
1.00 MH
48.00
100.00
89.27
89.27
OPERATOR
Operator
1.00
1.00 MH
43.14
100.00
83.31
83.31
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 23 of 35
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. Cost
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Total
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Crew $/Unit Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
767.5200
2.0000
0.5000
383.7600
0.2500
4.0000
0.2500
3,394.4000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 4.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete
1.00
0.50
CY
150.00
108.10
162.16
81.08
8001
COMPRESSOR 155-175 CFM DIESE
1.00
2.00
HR
15.93
108.10
17.22
34.44
8016
BREAKER PAVEMENT AIR 90#
1.00
2.00
HR
8.77
108.10
9.49
18.97
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
2.00
HR
50.21
108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00
MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00
MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
1.00
2.00
MH
43.14
100.00
83.31
166.61
Biditem
120
Base Labor
U. Cost 499.50
Total 499.50
Manhours
13.0000
Base Labor
U. Cost
0.00
Total
0.00
Calendar: STD
Standard
Resource
Description
26"PVC
6" PVC
2G5
G5 Valve Box
2GATEVLV
Gate Valve
2MEGALUG
MJ Megalug Pack
8" Valve
Takeoff Qty:
Bid Qty:
Burden Total Labor
465.13 964.63
465.13 964.63
Unit/MH MH/Unit
0.0769 13.0000
Base Labor
U. Cost
195.26
Total
195.26
Crew $/Unit
Crew Hrs/Unit
669.8800
1.0000
Manhours
5.0000
Calendar: STD
Standard
Crew: SMPIPE
Small Pipe Crew
1.000 EA
1.000 EA
Equipment Perm Matls
Const Matls
Sub
472.77 1,795.62
0.00
0.00
472.77 1,795.62
0.00
0.00
$/MH
Base Labor/MH
Total Labor/MH
248.6938
38.4231
74.2023
Burden Total Labor
Equipment
0.00 0.00
0.00
0.00 0.00
0.00
Hrs/Shift: 8
Pcs/Wste
Quantity Unit
1.00
5.00 LF
1.00
1.00 EA
1.00
1.00 EA
1.00
2.00 EA
Perm Matls Const Matls
Sub
1,714.54
0.00
0.00
1,714.54
0.00
0.00
WC: 5221
Concrete Construction
Unit Cost
Tax/OT %
Actual UC
7.50
108.10
8.11
78.00
108.10
84.32
1,331.84
108.10
1,439.72
69.36
108.10
74.98
Burden Total Labor
Equipment
Perm Matls
181.82 377.08
292.80
0.00
181.82 377.08
292.80
0.00
Units/Crew Hr
$/Crew Hour
Shifts
1.0000
669.8800
0.1250
Unit/MH
MH/Unit
0.2000
5.0000
Hrs/Shift: 8
WC: 5221
Prod: S 0.125
Eff: 100.00
Crew Hrs: 1.00
Total
3,233.02
3,233.02
Unit/CH
0.3333
Total
1,714.54
1,714.54
Total
40.54
84.32
1,439.72
149.96
Const Matls
Sub
Total
0.00
0.00
669.88
0.00
0.00
669.88
Units/Shift
Shifts/Unit
$/Shift
8.0000
0.1250
5,359.0400
Total Labor/MH
Base Labor/Unit
75.4160
195.2600
Concrete Construction
Labor PCs: 5.00 Equipment PCs: 3.00
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 24 of 35
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
1.00
HR
37.47
108.10
40.50
40.50
8267
LOADER WHEEL 2.5-2.9 CUBIC Y
1.00
1.00
HR
103.25
108.10
111.61
111.61
8276
EXCAVATOR 35000-39999#
1.00
1.00
HR
130.15
108.10
140.69
140.69
LABORER
Laborer
2.00
2.00
MH
30.49
100.00
60.60
121.20
OPER4
Operator Foreman
1.00
1.00
MH
48.00
100.00
89.27
89.27
OPERATOR
Operator
2.00
2.00
MH
43.14
100.00
83.31
166.61
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U. Cost
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Total
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Crew $/Unit Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
767.5200
2.0000
0.5000
383.7600
0.2500
4.0000
0.2500
3,394.4000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor Pcs: 4.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete
1.00
0.50
CY
150.00
108.10
162.16
81.08
8001
COMPRESSOR 155-175 CFM DIESE
1.00
2.00
HR
15.93
108.10
17.22
34.44
8016
BREAKER PAVEMENT AIR 90#
1.00
2.00
HR
8.77
108.10
9.49
18.97
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
2.00
HR
50.21
108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00
MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00
MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
1.00
2.00
MH
43.14
100.00
83.31
166.61
Biditem
130
Base Labor
U. Cost 499.50
Total 499.50
Manhours
13.0000
Base Labor
U. Cost
0.00
Total
0.00
Calendar: STD
Standard
Resource
Description
26"PVC
6" PVC
2G5
G5 Valve Box
2GATEVLV
Gate Valve
2MEGALUG
MJ Megalug Pack
Base Labor
10" Valve
Takeoff Qty:
Bid Qty:
Burden
Total Labor
465.13
964.63
465.13
964.63
Unit/MH
MH/Unit
0.0769
13.0000
1.000 EA
1.000 EA
Equipment Perm Matls
Const Matls
Sub
472.77 2,606.57
0.00
0.00
472.77 2,606.57
0.00
0.00
$/MH
Base Labor/MH
Total Labor/MH
311.0746
38.4231
74.2023
Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
0.00
0.00
0.00
2,525.49
0.00
0.00
0.00
0.00
0.00
2,525.49
0.00
0.00
Hrs/Shift: 8
WC: 5221
Concrete Construction
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
1.00
5.00 LF
7.50
108.10
8.11
1.00
1.00 EA
78.00
108.10
84.32
1.00
1.00 EA
2,076.59
108.10
2,244.79
1.00
2.00 EA
72.08
108.10
77.92
istall
Valve
Quantity:
1
Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
4,043.97
4,043.97
Unit/CH
0.3333
Total
2,525.49
2,525.49
Total
40.54
84.32
2,244.79
155.84
Total
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 25 of 35
U.Cost
195.26
181.82 377.08
292.80
0.00
0.00
0.00
669.88
Total
195.26
181.82 377.08
292.80
0.00
0.00
0.00
669.88
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
669.8800
1.0000
1.0000
669.8800
0.1250
8.0000
0.1250
5,359.0400
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
5.0000
0.2000
5.0000
75.4160
195.2600
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew
Prod: S 0.125
Eff: 100.00
Crew Hrs: 1.00
Labor PCs: 5.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
1.00
HR
37.47
108.10
40.50
40.50
8267
LOADER WHEEL 2.5-2.9
CUBIC Y 1.00
1.00
HR
103.25
108.10
111.61
111.61
8276
EXCAVATOR 35000-39999#
1.00
1.00
HR
130.15
108.10
140.69
140.69
LABORER
Laborer
2.00
2.00
MH
30.49
100.00
60.60
121.20
OPER4
Operator Foreman
1.00
1.00
MH
48.00
100.00
89.27
89.27
OPERATOR
Operator
2.00
2.00
MH
43.14
100.00
83.31
166.61
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Total
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Crew $/Unit Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
767.5200
2.0000
0.5000
383.7600
0.2500
4.0000
0.2500
3,394.4000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 4.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete
1.00
0.50
CY
150.00
108.10
162.16
81.08
8001
COMPRESSOR 155-175 CFM DIESE
1.00
2.00
HR
15.93
108.10
17.22
34.44
8016
BREAKER PAVEMENT AIR 90#
1.00
2.00
HR
8.77
108.10
9.49
18.97
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
2.00
HR
50.21
108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00
HR
9.00
100.00
9.00
18.00
LABORER
Laborer
2.00
4.00
MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00
MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
1.00
2.00
MH
43.14
100.00
83.31
166.61
Biditem
140
Base Labor
U. Cost 499.50
Total 499.50
Manhours
13.0000
12" Valve
Takeoff Qty:
Bid Qty:
Burden
Total Labor
465.13
964.63
465.13
964.63
Unit/MH
MH/Unit
0.0769
13.0000
1.000 EA
1.000 EA
Equipment Perm Matls Const Matls
472.77 3,296.82 0.00
472.77 3,296.82 0.00
$/MH Base Labor/MH
364.1708 38.4231
Sub
Total
0.00
4,734.22
0.00
4,734.22
Total Labor/MH
Unit/CH
74.2023
0.3333
Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Total
U.Cost 0.00 0.00 0.00 0.00 3,215.74 0.00 0.00 3,215.74
Total 0.00 0.00 0.00 0.00 3,215.74 0.00 0.00 3,215.74
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM Page 26 of 35
Calendar: STD
Standard
Hrs/Shift: 8
Resource
Description
Pcs/Wste
26"PVC
6" PVC
1.00
2G5
G5 Valve Box
1.00
2GATEVLV
Gate Valve
1.00
2MEGALUG
MJ Megalug Pack
1.00
Base Labor
Burden Total Labor
U.Cost
195.26
181.82 377.08
Total
195.26
181.82 377.08
Crew $/Unit Crew Hrs/Unit
Units/Crew Hr
669.8800
1.0000
1.0000
Manhours
Unit/MH
5.0000
0.2000
Calendar: STD
Standard
Hrs/Shift: 8
Crew: SMPIPE
Small Pipe Crew
Prod: S 0.125
Resource
Description
Pcs/Wste
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
8267
LOADER WHEEL 2.5-2.9
CUBIC Y 1.00
8276
EXCAVATOR 35000-39999#
1.00
LABORER
Laborer
2.00
OPER4
Operator Foreman
1.00
OPERATOR
Operator
2.00
Base Labor Burden
Total Labor
U.Cost
304.24 283.31
587.55
Total
304.24 283.31
587.55
Crew $/Unit Crew Hrs/Unit Units/Crew
Hr
767.5200
2.0000
0.5000
Manhours
Unit/MH
8.0000
0.1250
Calendar: STD
Standard Hrs/Shift: 8
Crew: MINIP
Mini Pipe Crew Prod: S 0.25
Resource
Description
Pcs/Wste
2CONC
Ready -Mix Concrete
1.00
8001
COMPRESSOR 155-175 CFM DIESE
1.00
8016
BREAKER PAVEMENT AIR 90#
1.00
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
8UTLPU
Utility Pickup
1.00
LABORER
Laborer
2.00
OPER4
Operator Foreman
1.00
OPERATOR
Operator
1.00
Biditem 14" Valve
150 Qty:
WC:
5221
Concrete Construction
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
5.00
LF
7.50
108.10
8.11
40.54
1.00
EA
78.00
108.10
84.32
84.32
1.00
EA
2,627.64
108.10
2,840.48
2,840.48
2.00
EA
115.82
108.10
125.20
250.40
Equipment
Perm Matls
Const Matls
Sub
Total
292.80
0.00
0.00
0.00
669.88
292.80
0.00
0.00
0.00
669.88
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
669.8800
0.1250
8.0000
0.1250
5,359.0400
MH/Unit
Total Labor/MH
Base Labor/Unit
5.0000
75.4160
195.2600
WC: 5221
Concrete Construction
Eff: 100.00
Crew Hrs: 1.00
Labor PCs: 5.00 Equipment PCs: 3.00
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
1.00 HR
37.47
108.10
40.50
40.50
1.00 HR
103.25
108.10
111.61
111.61
1.00 HR
130.15
108.10
140.69
140.69
2.00 MH
30.49
100.00
60.60
121.20
1.00 MH
48.00
100.00
89.27
89.27
2.00 MH
43.14
100.00
83.31
166.61
Equipment
Perm Matls
Const Matls
Sub
Total
179.97
81.08
0.00
0.00
848.60
179.97
81.08
0.00
0.00
848.60
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
383.7600
0.2500
4.0000
0.2500
3,394.4000
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
73.4438
304.2400
WC: 5221
Concrete Construction
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 4.00 Equipment Pcs: 4.00
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
0.50 CY
150.00
108.10
162.16
81.08
2.00 HR
15.93
108.10
17.22
34.44
2.00 HR
8.77
108.10
9.49
18.97
2.00 HR
50.21
108.10
54.28
108.56
2.00 HR
9.00
100.00
9.00
18.00
4.00 MH
30.49
100.00
60.60
242.40
2.00 MH
48.00
100.00
89.27
178.54
2.00 MH
43.14
100.00
83.31
166.61
1.000 EA
1.000 EA
Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Total
202OTDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 27 of 35
U.Cost
694.76 646.95
1,341.71
765.57
3,377.38
0.00
0.00
5,484.66
Total
694.76 646.95
1,341.71
765.57
3,377.38
0.00
0.00
5,484.66
Manhours Unit/MH
MH/Unit
$/MH
Base Labor/MH
Total Labor/MH
Unit/CH
18.0000 0.0556
18.0000
304.7033
38.5978
74.5394
0.2500
150.1
Valve Materials
Quantity:
1
Unit:
EA
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
3,296.30
0.00
0.00
3,296.30
Total
0.00 0.00
0.00
0.00
3,296.30
0.00
0.00
3,296.30
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
24"MEGALUG
4" Megalug
1.00
2.00 EA
166.90
108.10
180.42
360.84
24"MJVLV
4" MJ Gate Valve
1.00
1.00 EA
2,600.00
108.10
2,810.60
2,810.60
26"PVC
6" PVC
1.00
5.00 LF
7.50
108.10
8.11
40.54
2G5
G5 Valve Box
1.00
1.00 EA
78.00
108.10
84.32
84.32
150.2
Install Valve
Quantity:
1
Unit:
EA
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
390.52 363.64
754.16
585.60
0.00
0.00
0.00
1,339.76
Total
390.52 363.64
754.16
585.60
0.00
0.00
0.00
1,339.76
Crew $/Unit
Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
1,339.7600 2.0000
0.5000
669.8800
0.2500
4.0000
0.2500
5,359.0400
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
10.0000
0.1000
10.0000
75.4160
390.5200
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMPIPE
Small Pipe Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
5.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8031
ROLLER 18-29" WALKBEHIND DBL
1.00
2.00 HR
37.47
108.10
40.50
81.00
8267
LOADER WHEEL 2.5-2.9 CUBIC Y
1.00
2.00 HR
103.25
108.10
111.61
223.22
8276
EXCAVATOR 35000-39999#
1.00
2.00 HR
130.15
108.10
140.69
281.38
LABORER
Laborer
2.00
4.00 MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00 MH
48.00
100.00
89.27
178.54
OPERATOR
Operator
2.00
4.00 MH
43.14
100.00
83.31
333.22
•3 Raise/Collar Valve
Quantity:
1
Unit:
LS
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Total
304.24 283.31
587.55
179.97
81.08
0.00
0.00
848.60
Crew $/Unit
Crew Hrs/Unit Units/Crew
Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
767.5200 2.0000
0.5000
383.7600
0.2500
4.0000
0.2500
3,394.4000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs:
4.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete
1.00
0.50 CY
150.00
108.10
162.16
81.08
8001
COMPRESSOR 155-175 CFM DIESE
1.00
2.00 HR
15.93
108.10
17.22
34.44
8016
BREAKER PAVEMENT AIR 90#
1.00
2.00 HR
8.77
108.10
9.49
18.97
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
2.00 HR
50.21
108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00
100.00
9.00
18.00
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 28 of 35
LABORER
OPER4
OPERATOR
Laborer
Operator Foreman
Operator
2.00
1.00
1.00
4.00 MH
2.00 MH
2.00 MH
30.49 100.00
48.00 100.00
43.14 100.00
60.60
89.27
83.31
242.40
178.54
166.61
Biditem
16" Valve
160
Takeoff Qty:
Bid
1.000 EA
1.000 EA
Qty:
Base Labor
Burden
Total Labor
Equipment Perm Matls
Const Matls
Sub
Total
U.Cost
560.48
525.35
1,085.83
484.19 7,218.78
0.00
0.00
8,788.80
Total
560.48
525.35
1,085.83
484.19 7,218.78
0.00
0.00
8,788.80
Manhours
Unit/MH
MH/Unit
$/MH
Base Labor/MH
Total Labor/MH
Unit/CH
15.0000
0.0667
15.0000
585.9200
37.3653
72.3887
0.2500
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.00
0.00 0.00
0.00
7,137.70
0.00
0.00
7,137.70
Total
0.00
0.00 0.00
0.00
7,137.70
0.00
0.00
7,137.70
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
26"PVC
6" PVC
1.00
5.00 LF
7.50
108.10
8.11
40.54
2G5
G5 Valve Box
1.00
1.00 EA
78.00
108.10
84.32
84.32
2GATEVLV
Gate Valve
1.00
1.00 EA
6,009.00
108.10
6,495.73
6,495.73
2MEGALUG
MJ Megalug Pack
1.00
2.00 EA
239.18
108.10
258.56
517.11
160.2
Install Valve
Quantity:
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
256.24
242.04 498.28
304.22
0.00
0.00
0.00
802.50
Total
256.24
242.04 498.28
304.22
0.00
0.00
0.00
802.50
Crew $/Unit
Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
802.5000 2.0000
0.5000
401.2500
0.2500
4.0000
0.2500
3,210.0000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
7.0000
0.1429
7.0000
71.1829
256.2400
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: SMBF
Small Backfill Crew
Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00
Labor PCs: 3.50 Equipment PCs: 2.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8031
ROLLER 18-29" WALKBEHIND DBL 1.00
2.00 HR
37.47
108.10
40.50
81.00
8267
LOADER WHEEL 2.5-2.9
CUBIC Y 1.00
2.00 HR
103.25
108.10
111.61
223.22
LABORER
Laborer
2.00
4.00 MH
30.49
100.00
60.60
242.40
OPER4
Operator Foreman
0.50
1.00 MH
48.00
100.00
89.27
89.27
OPERATOR
Operator
1.00
2.00 MH
43.14
100.00
83.31
166.61
.•3
Raise/Collar Valve
Quantity:
Base Labor
Burden Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
304.24
283.31 587.55
179.97
81.08
0.00
0.00
848.60
Total
304.24
283.31 587.55
179.97
81.08
0.00
0.00
848.60
Crew $/Unit
Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
767.5200 2.0000
0.5000
383.7600
0.2500
4.0000
0.2500
3,394.4000
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
8.0000
0.1250
8.0000
73.4438
304.2400
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
202OTDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 29 of 35
Crew: MINIP
Mini Pipe Crew Prod: S 0.25
Eff: 100.00
Crew Hrs: 2.00 Labor PCs:
4.00 Equipment PCs: 4.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete
1.00
0.50 CY
150.00 108.10
162.16
81.08
8001
COMPRESSOR 155-175 CFM DIESE
1.00
2.00 HR
15.93 108.10
17.22
34.44
8016
BREAKER PAVEMENT AIR 90# 1.00
2.00 HR
8.77 108.10
9.49
18.97
8243
BACKHOE/LOADER 60-90HP 4WD 1.00
2.00 HR
50.21 108.10
54.28
108.56
8UTLPU
Utility Pickup
1.00
2.00 HR
9.00 100.00
9.00
18.00
LABORER
Laborer
2.00
4.00 MH
30.49 100.00
60.60
242.40
OPER4
Operator Foreman
1.00
2.00 MH
48.00 100.00
89.27
178.54
OPERATOR
Operator
1.00
2.00 MH
43.14 100.00
83.31
166.61
Biditem
(Non Additive) Standby Generator
Takeoff Qty:
1.000 EA
170
Bid Qty:
1.000 EA
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
8,229.52 7,055.04
15,284.56
1,721.64
273,281.66
324.30
54,712.50
345,324.66
Total
8,229.52 7,055.04
15,284.56
1,721.64
273,281.66
324.30
54,712.50
345,324.66
Manhours Unit/MH
MH/Unit
$/MH Base
Labor/MH
Total Labor/MH
Unit/CH
192.0000 0.0052
192.0000
1,798.5659
42.8621
79.6071
0.0179
170.1
(Non Equipment
Additive)Activity:
•..Quantity:
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
4,475.76 3,745.40
8,221.16
0.00
2,728.98
324.30
5,312.50
16,586.94
Total
4,475.76 3,745.40
8,221.16
0.00
2,728.98
324.30
5,312.50
16,586.94
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
8,221.1600 24.0000
0.0417
342.5483
3.0000
0.3333
3.0000
5,528.9800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
96.0000
0.0104
96.0000
85.6371
4,475.7600
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: 4CARP
4 Man Carp Crew Prod: S 3
Eff: 100.00
Crew Hrs: 24.00
Labor PCs:
4.00 Equipment PCs: 0.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
2CONC
Ready -Mix Concrete
1.10
18.70 CY
135.00 108.10
145.93
2,728.98
3FORMMTL
Form Materials
1.00
120.00 SF
2.50 108.10
2.70
324.30
4REBAR
Rebar
1.00
4,250.00 LB
1.25 100.00
1.25
5,312.50
CARP
Carpenter - Journeyman
2.00
48.00 MH
50.50 100.00
92.14
4,422.87
CARP4
Carpenter Foreman
1.00
24.00 MH
55.00 100.00
97.66
2,343.91
LABORER
Laborer
1.00
24.00 MH
30.49 100.00
60.60
1,454.38
170.2
(Non Generator..Quantity:
Additive)Activity:
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Notes: Generator
Supply includes assumed
1150 kVa genset
with house and
ATS
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
2GENERATOR
Generator
1.00
1.00 LS
250,000.00 108.10
270,250.00
270,250.00
170.3
(Non . ..Quantity:
Additive)Activity:
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
2,087.84 1,703.50
3,791.34
853.14
302.68
0.00
4,400.00
9,347.16
Total
2,087.84 1,703.50
3,791.34
853.14
302.68
0.00
4,400.00
9,347.16
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
4,644.4800 16.0000
0.0625
290.2800
2.0000
0.5000
2.0000
4,673.5800
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 30 of 35
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
48.0000
0.0208
48.0000
78.9863
2,087.8400
Calendar: STD
Standard
Hrs/Shift: 8
WC:
5221
Concrete Construction
Crew: MECHSM
Small Mechanical Crew
Prod: S 2
Eff: 100.00
Crew Hrs:
16.00
Labor PCs: 3.00 Equipment
PCs: 2.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2AB
Anchor Bolts
1.00
8.00
EA
35.00
108.10
37.84
302.68
4CRANE
Sub Crane Allowance
1.00
8.00
HR
550.00
100.00
550.00
4,400.00
8'FORK8
Reach Forklift - 8000 lb
1.00
16.00
HR
41.00
108.10
44.32
709.14
8UTLPU
Utility Pickup
1.00
16.00
HR
9.00
100.00
9.00
144.00
LABORER
Laborer
1.00
16.00
MH
30.49
100.00
60.60
969.58
MECHHLP
Mech Helper/Oiler
1.00
16.00
MH
45.00
100.00
85.40
1,366.35
MILLWR
Millwright
1.00
16.00
MH
55.00
100.00
90.96
1,455.41
Calendar: STD
Standard
Hrs/Shift: 8 WC:
5221
Concrete Construction
Resource
Description
Pcs/Wste Quantity Unit
Unit Cost
Tax/OT % Actual UC Total
4ELEC
Electric - Sub
1.00 1.00 LS
45,000.00
100.00 45,000.00 45,000.00
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
1,665.92
1,606.14 3,272.06
868.50
0.00
0.00
0.00
4,140.56
Total
1,665.92
1,606.14 3,272.06
868.50
0.00
0.00
0.00
4,140.56
Crew $/Unit
Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
4,140.5600
16.0000 0.0625
258.7850
2.0000
0.5000
2.0000
2,070.2800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
48.0000
0.0208
48.0000
68.1679
1,665.9200
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MINIP
Mini Pipe Crew
Prod: S 2
Eff: 100.00
Crew Hrs: 16.00
Labor PCs: 3.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8243
BACKHOE/LOADER
60-90HP 4WD 1.00
16.00 HR
50.21
108.10
54.28
868.50
LABORER
Laborer
2.00
32.00 MH
30.49
100.00
60.60
1,939.17
OPERATOR
Operator
1.00
16.00 MH
43.14
100.00
83.31
1,332.89
Biditem
(Non Additive) Tank Coating
Takeoff Qty: 400,000.000 GAL
180
Bid Qty: 400,000.000 GAL
Base Labor
Burden
Total Labor Equipment Perm Matls
Const Matls
Sub
Total
U.Cost 0.03
0.02
0.05 0.02 0.00
0.05
0.25
0.37
Total 10,014.40
9,253.28
19,267.68 6,730.06 1,135.05
19,144.51
101,000.00
147,277.30
Manhours
Unit/MH
MH/Unit $/MH
Base Labor/MH
Total Labor/MH
Unit/CH
296.0000
1,351.3514
0.0007 497.5584
33.8324
65.0935
3,333.3333
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost 1,519.68 1,457.96
2,977.64
911.06
0.00
0.00
0.00
3,888.70
Total 1,519.68 1,457.96
2,977.64
911.06
0.00
0.00
0.00
3,888.70
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
3,888.7000 16.0000
0.0625
243.0438
2.0000
0.5000
2.0000
1,944.3500
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
202OTDPUDCIP Truckee Donner PUD CIP Cost Basis 03/16/2020 7:29 AM Page 31 of 35
48.0000
0.0208
48.0000
62.0342
1,519.6800
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4
4 Man Labor Crew
Prod: S 2
Eff: 100.00
Crew Hrs: 16.00
Labor PCs:
3.00 Equipment PCs: 3.00
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
8088
GENERATOR 19-29 KVA
1.00
16.00
HR
36.01
108.10
38.93
622.83
8205
PUMP 2" ELECTRIC SUBMERSIBLE
1.00
16.00
HR
8.34
108.10
9.01
144.23
8UTLPU
Utility Pickup
1.00
16.00
HR
9.00
100.00
9.00
144.00
LAB4
Labor Foreman
1.00
16.00
MH
34.00
100.00
64.90
1,038.47
LABORER
Laborer
2.00
32.00
MH
30.49
100.00
60.60
1,939.17
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
6,078.72 5,831.85
11,910.57
5,459.00
0.00 19,144.51
0.00
36,514.08
Total
6,078.72 5,831.85
11,910.57
5,459.00
0.00 19,144.51
0.00
36,514.08
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
17,369.5700 64.0000
0.0156
271.3995
8.0000
0.1250
8.0000
4,564.2600
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
192.0000
0.0052
192.0000
62.0342
6,078.7200
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: LAB4
4 Man Labor Crew Prod: S 8
Eff: 100.00
Crew Hrs: 64.00
Labor PCs:
3.00 Equipment Pcs: 3.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
3BLASTSAND
Blast Sand Media
1.00
450.00 BAG
35.00
108.10
37.84
17,025.75
3SANDPOT
Sandblasing Pot
1.00
8.00 DAY
245.00
108.10
264.85
2,118.76
8*BOOM45
45' Boomlift
1.00
64.00 HR
31.00
108.10
33.51
2,144.70
8005
COMPRESSOR 350-450 CFM 150 P 1.00
64.00 HR
39.58
108.10
42.79
2,738.30
8UTLPU
Utility Pickup
1.00
64.00 HR
9.00
100.00
9.00
576.00
LAB4
Labor Foreman
1.00
64.00 MH
34.00
100.00
64.90
4,153.89
LABORER
Laborer
2.00
128.00 MH
30.49
100.00
60.60
7,756.68
Additive)Activity: 180.3 (Non ..
. .Quantity:
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
1,600.00 1,221.76
2,821.76
144.00
864.80
0.00
1,000.00
4,830.56
Total
1,600.00 1,221.76
2,821.76
144.00
864.80
0.00
1,000.00
4,830.56
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
2,965.7600 16.0000
0.0625
185.3600
2.0000
0.5000
2.0000
2,415.2800
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
32.0000
0.0313
32.0000
88.1800
1,600.0000
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Crew: MECHSM
Small Mechanical Crew Prod: S 2
Eff: 100.00
Crew Hrs: 16.00
Labor Pcs:
2.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
2MISCMTL
Misc Materials
1.00
1.00 LS
800.00
108.10
864.80
864.80
4WELD
Welding Sub
1.00
8.00 HR
125.00
100.00
125.00
1,000.00
8UTLPU
Utility Pickup
1.00
16.00 HR
9.00
100.00
9.00
144.00
MECHHLP
Mech Helper/Oiler
1.00
16.00 MH
45.00
100.00
85.40
1,366.35
MILLWR
Millwright
1.00
16.00 MH
55.00
100.00
90.96
1,455.41
Additive)Activity: 180.4 (Non ..Quantity:
1
Unit:
LS
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221
Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
4PAINT
Paint Coatings Sub
1.00
3,500.00 SF
20.00
100.00
20.00
70,000.00
202OTDPUDCIP
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Page 32 of 35
:05
(Non Additive). .
.
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT % Actual UC
Total
4NACETEST
NACE Testing QA/QC 1.00
10.00 DAY
2,500.00 100.00 2,500.00
25,000.00
i6
(Non Additive).Quantity:
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT % Actual UC
Total
4PAINT
Paint Coatings Sub
1.00
250.00 SF
20.00 100.00 20.00
5,000.00
:07
(Non Additive).Quantity:
1 Unit:
LS
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls Sub
Total
U.Cost
816.00
741.71 1,557.71
216.00
270.25 0.00 0.00
2,043.96
Total
816.00
741.71 1,557.71
216.00
270.25 0.00 0.00
2,043.96
Crew $/Unit
Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts Units/Shift Shifts/Unit
$/Shift
1,773.7100 24.0000
0.0417
73.9046
3.0000 0.3333 3.0000
681.3200
Manhours
Unit/MH
MH/Unit Total Labor/MH
Base Labor/Unit
24.0000
0.0417
24.0000 64.9046
816.0000
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: LAB4 4 Man Labor Crew
Prod: S 3
Eff: 100.00
Crew Hrs: 24.00 Labor PCs: 1.00 Equipment Pcs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT % Actual UC
Total
2MISCMTL
Misc Materials
1.00
1.00 LS
250.00 108.10 270.25
270.25
8UTLPU
Utility Pickup
1.00
24.00 HR
9.00 100.00 9.00
216.00
LAB4
Labor Foreman
1.00
24.00 MH
34.00 100.00 64.90
1,557.71
Biditem
(Non Additive) Street Reconstruction
190
TakeoffQty:
10,000.000 SF
Bid Qty:
10,000.000 SF
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls Sub
Total
U.Cost
0.33
0.31 0.64
0.41
2.02 0.01 2.49
5.56
Total
3,265.52 3,100.99
6,366.51
4,084.31
20,160.65 108.10 24,875.00
55,594.57
Manhours
Unit/MH MH/Unit
$/MH Base Labor/MH Total Labor/MH
Unit/CH
88.8000
112.6126 0.0089
626.0650 36.7739 71.6949
625.0000
Activity: 190.1
(Non Additive) AC Paving
Quantity: 10000 Unit:
SF
Base Labor
Burden Total Labor
Equipment
Perm Matls Const Matls Sub
Total
U. Cost
0.25
0.24 0.49
0.40
2.02 0.00 0.26
3.17
Total
2,534.64 2,371.06
4,905.70
4,012.31
20,160.65 0.00 2,625.00
31,703.66
Crew $/Unit
Crew Hrs/Unit
Units/Crew Hr
$/Crew Hour
Shifts Units/Shift Shifts/Unit
$/Shift
0.7215
0.0008
1,250.0000
901.9163
1.0000 10,000.0000 0.0001
31,703.6600
Manhours
Unit/MH
MH/Unit Total Labor/MH
Base Labor/Unit
64.8000
154.3210
0.0065 75.7052
0.2535
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: BKFL
Backfill Crew
Prod: S 1
Eff: 100.00
Crew Hrs: 8.00 Labor PCs: 8.10 Equipment PCs: 5.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT % Actual UC
Total
2A
ASPHALT
1.05
262.50 TON
68.00 108.10 73.51
19,295.85
2TACKCOAT
Tack Coat
1.00
10,000.00 SF
0.08 108.10 0.09
864.80
4HAUL
Hauling - Sub
1.00
262.50 TON
10.00 100.00 10.00
2,625.00
202OTDPUDCIP
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Page 33 of 35
8036
ROLLER 50-56" VIB SINGLE DRU
2.00
16.00
HR
74.23
108.10
80.24
1,283.86
8243
BACKHOE/LOADER 60-90HP 4WD
1.00
8.00
HR
50.21
108.10
54.28
434.25
8324
TRUCK WATER 2000-2999 GALLON
1.00
8.00
HR
60.07
108.10
64.94
519.52
8BITCHPOT
Bitch Pot
1.00
8.00
HR
35.00
108.10
37.84
302.68
8PAVER
AC Paver
1.00
8.00
HR
175.00
100.00
175.00
1,400.00
8UTLPU
Utility Pickup
1.00
8.00
HR
9.00
100.00
9.00
72.00
LABORER
Laborer
3.00
24.00
MH
30.49
100.00
60.60
1,454.38
OPER4
Operator Foreman
1.10
8.80
MH
48.00
100.00
89.27
785.55
OPERATOR
Operator
4.00
32.00
MH
43.14
100.00
83.31
2,665.77
Activity: 190.2
(Non Additive)
Striping
Et Signage
Quantity:
0.52
Unit:
LS
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
0.00
0.00
6,730.77
6,730.77
Total
0.00 0.00
0.00
0.00
0.00
0.00
3,500.00
3,500.00
Calendar: STD
Standard Hrs/Shift:
8
WC: 5221
Concrete
Construction
Notes: Assume
approx 50% of all trench will
require re -striping
Resource
Description
PCs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
4SIG N
Signage
1.00
2.00
EA
750.00
100.00
750.00
1,500.00
4STRIPE
Striping - Sub
1.00
2,000.00
LF
1.00
100.00
1.00
2,000.00
Activity: 190.3
(Non Additive)
AC Milling
Quantity:
10000
Unit:
SF
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
0.00
0.00
1.88
1.88
Total
0.00 0.00
0.00
0.00
0.00
0.00
18,750.00
18,750.00
Calendar: STD
Standard Hrs/Shift:
8
WC: 5221
Concrete
Construction
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
4HAUL
Hauling - Sub
1.00
250.00
TON
15.00
100.00
15.00
3,750.00
4MILL
Asphalt Milling Sub
1.00
10,000.00
SF
1.50
100.00
1.50
15,000.00
Base Labor Burden
Total Labor
Equipment
Perm Matls
Const Matls
Sub
Total
U.Cost
1,405.54 1,403.71
2,809.25
138.46
0.00
207.88
0.00
3,155.60
Total
730.88 729.93
1,460.81
72.00
0.00
108.10
0.00
1,640.91
Crew $/Unit Crew Hrs/Unit Units/Crew Hr
$/Crew Hour
Shifts
Units/Shift
Shifts/Unit
$/Shift
2,947.7115
15.3846
0.0650
191.6013
1.0000
0.5200
1.9231
1,640.9100
Manhours
Unit/MH
MH/Unit
Total Labor/MH
Base Labor/Unit
24.0000
0.0217
46.1538
60.8671
1,405.5385
Calendar: STD
Standard
Hrs/Shift: 8
WC: 5221 Concrete Construction
Crew: LAB4
4 Man Labor Crew Prod: S 1
Eff: 100.00
Crew Hrs: 8.00
Labor PCs: 3.00 Equipment PCs: 1.00
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost Tax/OT %
Actual UC
Total
3TCMTL
Traffic Control Materials
1.00
1.00 DAY
100.00 108.10
108.10
108.10
8UTLPU
Utility Pickup
1.00
8.00 HR
9.00 100.00
9.00
72.00
FLAG
Flagger
2.00
16.00 MH
28.68 100.00
58.85
941.58
LAB4
Labor Foreman
1.00
8.00 MH
34.00 100.00
64.90
519.23
Biditem General Account
990001 Bid Qty: 1.000 LS
Base Labor Burden Total Labor Equipment Perm Matls Const Matls Sub Total
202OTDPUDCIP
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Page 34 of 35
U.Cost
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Activity: 99
CONTINGENCY
Quantity:
1
Unit:
LS
Calendar:
Code not found.
Hrs/Shift: 8
WC:
Code not found.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
8224*TD
Contingency
1.00
337,954.90 TDC$
0.00
108.10
0.00
0.00
Activity: 999
PROJECT
SUPPORTQuantity:
1
Unit:
LS
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Calendar:
Code not found.
Hrs/Shift: 8
WC:
Code not found.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
4*CRANESUB
Crane Subcontractor
1.00
0.00 HR
500.00
100.00
0.00
0.00
4*QAQC
QA/QC Testing
1.00
0.00 LS
0.00
100.00
0.00
0.00
4*SURVEY
Land Surveyor
1.00
0.00 HR
165.00
100.00
0.00
0.00
5*CRANE-CRAW
Crawler Crane
1.00
0.00 HR
400.00
100.00
0.00
0.00
5*CRANE-HYDR
Hydrolic Crane
1.00
0.00 HR
200.00
100.00
0.00
0.00
8*BOOM45
45' Boomlift
1.00
0.00 HR
31.00
108.10
0.00
0.00
8*FORK10
Reach Forklift - 10000 lb
1.00
0.00 HR
47.00
108.10
0.00
0.00
8*FORK8
Reach Forklift - 8000 lb
1.00
0.00 HR
41.00
108.10
0.00
0.00
8*SHOPLIFT
Shop Forklift
1.00
0.00 HR
26.00
108.10
0.00
0.00
OPERATOR
Operator
1.00
0.00 MH
43.14
100.00
0.00
0.00
RIGGER
Crane Rigger
1.00
0.00 MH
48.00
100.00
0.00
0.00
Activity: 9999 MOB/DEMOB
Quantity:
1
Unit:
LS
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Calendar:
Code not found.
Hrs/Shift: 8
WC:
Code not found.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
4*9AXL
9 axe[ Heavy Equipment Trans
1.00
0.00 HR
175.00
100.00
0.00
0.00
4*TRUCKING
Flat bed material transport
1.00
0.00 HR
110.00
100.00
0.00
0.00
Activity: 9
GENERAL
CONDITIONS
Quantity:
1
Unit:
LS
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
U.Cost
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Calendar:
Code not found.
Hrs/Shift: 8
WC:
Code not found.
Resource
Description
Pcs/Wste
Quantity Unit
Unit Cost
Tax/OT %
Actual UC
Total
1*ADMIN
Project Ad min
1.00
0.00 MO
6,000.00
110.00
0.00
0.00
1*APM
Assistant PM
1.00
0.00 MO
12,000.00
110.00
0.00
0.00
1*PE
Project Engineer
1.00
0.00 MO
8,000.00
110.00
0.00
0.00
1*PM
Project Manager
1.00
0.00 MO
14,000.00
110.00
0.00
0.00
1*SAFETY
Safety Professional
1.00
0.00 MO
8,000.00
110.00
0.00
0.00
1*SUPT
Project Superintendent
1.00
0.00 MO
13,000.00
110.00
0.00
0.00
1*TRADESUPT
Trade Superintendent
1.00
0.00 MO
10,000.00
110.00
0.00
0.00
3*AIRPHOTO
Aerial Photography
1.00
0.00 EA
2,000.00
108.10
0.00
0.00
3*COMPUTER
Computer Cost
1.00
0.00 EA
2,500.00
108.10
0.00
0.00
3*CONEX
Conex storage box
1.00
0.00 MO
150.00
108.10
0.00
0.00
3*COPIER
Office Copier
1.00
0.00 MO
250.00
108.10
0.00
0.00
2020TDPUDCIP
Truckee Donner PUD CIP Cost Basis
03/16/2020 7:29 AM
Page 35 of 35
3*DH
SMALL TOOLS Et SAFETY SUPPLIE
1.00
817.20
LBHR
0.00
108.10
0.00
0.00
3*DUMPSTER
Dumpster
1.00
0.00
EA
500.00
108.10
0.00
0.00
3*MAIL/FEDEX
Mail/ Fedex/ Postage
1.00
0.00
MO
250.00
108.10
0.00
0.00
3*OFFICE
Project Office - Per Single
1.00
0.00
MO
800.00
108.10
0.00
0.00
3*OFFICESUP
Office Supplies
1.00
0.00
MO
400.00
108.10
0.00
0.00
3*PHOTOS
Jobsite Photos
1.00
0.00
MO
100.00
108.10
0.00
0.00
3*PRINT
Printing Et Copying Service
1.00
0.00
MO
250.00
108.10
0.00
0.00
3*SNOWREMOVE
Snow Removal
1.00
0.00
MO
350.00
108.10
0.00
0.00
3*TC
Gross Receipts Tax
1.00
337,954.90
TOT$
0.00
108.10
0.00
0.00
3*TD
Builders Risk INsurance
1.00
337,954.90
TDC$
0.00
108.10
0.00
0.00
3*TEMPELESET
Temp Electrical Setup
1.00
0.00
LS
1,000.00
108.10
0.00
0.00
3*TEMPELEUSE
Temp Electric Use
1.00
0.00
MO
200.00
108.10
0.00
0.00
3*TEMPFENCE
Temp Fence
1.00
0.00
LF
2.00
108.10
0.00
0.00
3*TEMPH2OSET
Temp Water Setup
1.00
0.00
LS
1,000.00
108.10
0.00
0.00
3*TEMPH2OUSE
Temp Water Usage
1.00
0.00
KGAL
3.00
108.10
0.00
0.00
3*TEMPHEAT
Temp Heat
1.00
0.00
GAL
5.00
108.10
0.00
0.00
3*TEMPTOILET
Temp Toilets
1.00
0.00
MO
125.00
108.10
0.00
0.00
3*WINTERPRO
Winter Protection
1.00
0.00
CY
3.00
108.10
0.00
0.00
8*PICKUP
Admin Pickup
1.00
0.00
MO
1,100.00
108.10
0.00
0.00
9*PERMITS
Permit Fees
1.00
0.00
LS
500.00
100.00
0.00
0.00
Report Summary
Base Labor Burden
Total Labor
Equipment
Perm Matls Const Matls
Sub
Total
Total
30,103 28,393
58,496
30,457
228,231
1,630
19,141
337,955
Job Notes
Estimate created on: 03/18/2018 by User#: 0 -
Source estimate used: C:\HEAVYBID\EST\ESTMAST
************Estimate created on: 06/17/2019 by User#: 0 -
Source estimate used: C:\HEAVYBID\EST\ESTMASTNV
************Estimate created on: 01 /09/2020 by User#: 0 -
Source estimate used: C:\HEAVYBID\EST\2019MSTPWNV
************Estimate created on: 03/04/2020 by User#: 0 -
Source estimate used: C:\HEAVYBID\EST\2020MSTRNV-W
Calendars Used In Estimate
STD Standard