City Council Meeting Agenda
Monday, January 06, 2025 at 6:00 PM
33 Church Street, Sutter Creek, CA 95685
The Agenda can be found on the City’s Website: www.cityofsuttercreek.org The City of Sutter Creek City Council Meeting will be available via Zoom and in person.
Join Zoom meeting:
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Or Dial by phone: 301 715 8592 Webinar ID: 816 8589 0182 Passcode: 186036 Unless stated otherwise on the agenda, every item on the agenda is exempt from review under the California Environmental Quality Act (“CEQA”) per CEQA Guidelines Sections 15060(c), 15061(b)(3), 15273, 15378, 15301, 15323 and/or Public Resources Code Section 21065.
1. Call to Order and Establish a Quorum for Regular Meeting
2. Pledge of Allegiance to the Flag
3. Public Forum
At this time, the public is permitted to address the City Council on items not appearing on the agenda.
Comments may not exceed 5 minutes. In accordance with State Law, however, no action or discussion may take place on any item not appearing on the posted agenda. The City Council may respond to statements made or questions asked or may request Staff to report back at a future meeting on the matter. The exceptions under which the City Council may discuss and/or take action on items not appearing on the agenda are contained in Government Code §54954.2. Public comment on any item listed below shall be limited to five minutes, unless additional time is permitted by the Mayor/Council.
1 4. City Manager’s Report
This section is an opportunity to provide Council members with a brief status update on staff activities. No action is expected to be taken by the Council.
5. Presentations
A. Amador County Animal Control Services
Information presentation
B. Proclamation Recognizing Toni Linde
For her efforts over many years to organize the Festival of Lights C. Proclamation Recognizing Creekside Methodist Church
Thanks for all their efforts supporting Christmas events
6. Approval of Minutes
A. City Council Minutes of Dec 16, 2024
Recommendation: By motion approve minutes as presented.
7. Consent Agenda
Items listed on the consent agenda are considered routine and shall be enacted in one motion. Any item may be removed for discussion at the request of Council or the Public.
8. Ordinances and Public Hearing - None
9. Administrative Agenda
A. Water Balance Responses to Water Board
Information presentation with city consultant, Bill Slenter from Hydrosciences, on ARSA, Ione and CDCR responses to Water Board Order
B. Capital Improvement Plan
Action Item to review and approve the five year capital improvement plan
10. Mayor and Council Member Reports
This section is to provide Council members an opportunity to present updates on their activities and to request items be placed on future agendas.
11. City Attorney’s Report
This section provides an opportunity for the City Attorney to report on any activities or upcoming legislation of importance to the City. No action is expected to be taken by the Council.
12. Future Agenda Items
2 This section provides an opportunity for Council members to request items to be added to the agenda in the future with a majority Council vote.
13. Information and Correspondence
14. Closed Session
A. Public employee performance evaluation
Title: City Manager
B. CONFERENCE WITH LABOR NEGOTIATORS
Agency designated representatives: Mayor and City Attorney Unrepresented employee: City Manager
15. Report from Closed Session
16. Adjournment
The next regularly scheduled meeting is Tuesday, Jan 21, 2025 because of Martin Luther King Day on Jan 20th.
3 City Council Meeting Minutes
Monday, December 16, 2024 at 6:00 PM
33 Church Street, Sutter Creek, CA 95685
The Agenda can be found on the City’s Website: www.cityofsuttercreek.org The City of Sutter Creek City Council Meeting was available via Zoom and in person.
In attendance:
Council members Feist, Gunselman, Riordan, Sierk and Swift Staff:
Tom DuBois, Dan Lafontaine, Derek Cole, Mason Peters, Jim O’Connell
1. Closed Session (5 PM Start)
A. PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Title: City Manager
2. Report from Closed Session
No reportable action
3. Call to Order and Establish a Quorum for Regular Meeting (6 PM Regular Start time)
4. Pledge of Allegiance to the Flag
5. Public Forum
Buddy White - 295 Golden Hills, concerned about weed abatement on Broadmeadow street in the county.
6. City Manager’s Report - None
7. Presentations - None
8. Approval of Minutes
A. City Council Minutes of December 2, 2024
Recommendation: By motion approve minutes as presented with some typo fixes.
Motion made by CM Riordan, Seconded by CM Sierk
4 Section 6, Item A.
Motion passed 5-0
9. Consent Agenda - None
10. Ordinances and Public Hearing - None
11. Administrative Agenda
A. November 2024 Election Results Recommendation:
Adopt Resolution 24-25-* Confirming the canvass of the regular municipal election which was held in the City of Sutter Creek on November 5, 2024 and declaring the results of said election.
Motion made by CM Riordan, Seconded by CM Sierk
Motion passed 5-0
B. Swearing in of Council Members
City Manager DuBois administered the Oath of Office for newly elected council members Gunselman, Riordan and Sierk. Sworn in as a group.
C. Election of Mayor and Vice Mayor
Recommendation:
1. Elect a Mayor for the next 12 months
2.Elect a Vice Mayor for the next 12 months
Mayor Gunselman announces that this time of year the Council conducts its Mayoral reorganization. She noted that currently she is serving as Mayor and Council member Sierk is serving as Vice Mayor.
CM Sierk moved that CM Gunselman stay on as Mayor.
CM Swift seconded and proposed an amendment to also retain CM Sierk as Vice Mayor.
CM Sierk accepted the amendment
Motion passed 5 - 0
D. PARCEL MAP No. 2920 ROMAN CATHOLIC BISHOP OF SACRAMENTO Approve Final Map No. 2920
Questions from Council Member Swift on how the parking lot will be reconfigured. REpresentative of the applicant, Jim Aldera responded. Parking spaces in the easement will be removed, gates will remain open and a portion of the fence will be taken down to make it easier to use the next exit.
CM Sierk made a motion to approve, Seconded by CM Feist Motion Passed 5 - 0
12. Mayor and Council Member Reports
5 Section 6, Item A.
CM Sierk - Bike / Ped update - updated plan, finalized plan. City Manager DuBois noted next step is for one of the city’s to propose implementation to ACTC as the project manager.
CM Feist - Amador tourism council thursday
Mayor Gunselman - Thanks for efforts on Christmas events, like to recognize people in January
13. City Attorney’s Report - Thanks for another year, commended Council on professionalism and civility.
14. Future Agenda Items - None
15. Information and Correspondence
A. Nov 2024 Treasurer Report
B. Finance Monthly Report
C. Monthly Cash Flow Report
D. Nov 2024 Revenue Report
E. Nov 2024 Expense Report
F. Monthly Public Works Report
G. Nov 2024 Engineering Report
H. November Police Department Report
I. November Planning Department Report
Housing element submitted -
16. Adjournment
Meeting adjourned at 6:20
The next regularly scheduled meeting is Jan 6, 2025.
6 Section 6, Item A.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer ______________________________________________________________________________
STAFF REPORT
TO: THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL MEETING DATE: JANUARY 6, 2025
FROM: CITY MANAGER TOM DUBOIS
SUBJECT: CAPITAL INFRASTRUCTURE PLAN
RECOMMENDATION:
Review proposed Capital Infrastructure plan, propose changes, and approve subject to those changes.
BACKGROUND:
For too long, the City has had a lengthy list of infrastructure projects needed without the means to get them done. Well, as Dolly Parton says, “If you don’t like the road you’re walking, start paving another one.” It is time to start paving in Sutter Creek.
This CIP outlines the top priority projects to be funded in the next five years, followed by a backlog of more projects to be funded further out or sooner if funds become available. It shows a way forward utilizing the new local use and transaction fees, impact fees and rates paid by residents. It also highlights areas where grants are necessary. If we want to get these projects done, the CIP is a good high-level estimation of what it will take – a full press by all of us to line up the funding including by saving for a few years to build up reserves.
THE biggest variable is development impact fees. These fees are meant to provide funding for infrastructure to alleviate impacts caused by new developments. Historically, development has been slow, and these fees have not been that meaningful. A CIP is required however to keep collecting impact fees. If development were to occur, we need to have a CIP in place so that those funds can be collected and used.
So, from one point of view, you can view this document as justifying our impact fees.
As importantly, this plan is a means for us to collectively agree on the project priorities. Plans are of little importance, but planning is essential. The details over five years will of course change. What is important is that we have thought through our approach and know what we need to do to accomplish positive improvements for the City.
As you review the plan, you may see some projects that you personally don’t consider important. Please realize that impact fees must be used in the category for which they are collected, for capital improvements. For example, we cannot use a park impact fee for streets. A large challenge in creating this document was balancing uses with sources. You may find it useful to review the plan by category – street projects, city facilities, parks and community centers, and wastewater projects. 7 Section 9, Item B.
2 DISCUSSION:
The CIP is complicated and makes several assumptions in terms of funding.
Local sales tax
We assumed that the local sales tax will have 75% of its revenue directly dedicated to CIP projects. New tax revenues generated this fiscal year (24-25) will be reserved as part of the 25-26 budget. Once funds are built up, we can fund one major street project per year starting in FY26/27. To complete a major project, like a section of Gopher Flat Road, we still require a grant of $1.3M from ACTC or another source.
Growth
We assume 150 housing units pay impact fees over the next five years, with most of them coming in year five.
Housing Growth Assumption
Fiscal Year 25/26 26/27 27/28 2/29/30 29/30 Total
New Homes 5 10 20 40 80 150
Impact
Fees
$119,000 $243,000 $495,000 $1,010,000 $2,061,000 $3,928,000 As noted in the report, IF the impact fees ARE NOT generated, many fewer projects will be funded. Out of the twenty-six projects identified to be completed in the next five years, if we do not have impact fees, only eight (8) of them could be completed, most of those wastewater projects.
This is a philosophical decision for council – do we want some growth or not? Your staff feels that this is a critical point for the council and the public to really understand. If Council agrees that some sensible development is needed, Council will need to communicate this clearly and frequently to bring the public along.
Grants / Developer contributions
Grants will be sought but are treated as unknown at this time. Key projects for grant funding are the new wastewater plant ($15-20M), solar power generation and storage projects (at least $250,000) and key street projects ($1.4M). The council can play a crucial role here, helping lobby county, state, and federal representatives for funding. With wastewater in particular, developer contributions will be needed.
Wastewater Enterprise Fund
The wastewater projects are funded by the wastewater enterprise fund. Many of these projects are built into the Council approved rate increases. Our wholesale customers in Amador City and Martell pay a portion as well. It is assumed that a major upgrade to the wastewater plant will be funded by a 30-year bond, reserves, rate payer fees, grants, and developer contributions. Based on the state of current discussions with construction firms, we used a $50M estimate and showed the first four years of paying back the bond, starting in FY26/27. Many of the capital investments in the current plant are backloaded.
If we move forward on a new plant, we will attempt to avoid doing these projects and apply the funds to the new plant. If a new plant is not started, it will be necessary to make more capital investments in the existing system. The council should also note that the Wastewater reserves will grow large in the next few years. This is necessary to contribute funds to the new plant.
CONCLUSION:
The CIP must be approved prior to the updated Nexus study. Staff continues to refine the CIP, and we fully anticipate changes from Council. We do want to get a CIP approved so we can make sure our Nexus study is completed and impact fees approved, BEFORE projects are approved. Otherwise, current fees would apply. The CIP assumes the current fees with modest growth year by year. 8 Section 9, Item B.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer MOTION – Staff would like Council to adopt the CIP, incorporating any suggested changes. If the changes are extensive, staff can bring the CIP back in a future meeting.
BUDGET IMPACT:
WGA provided significant support in pulling together the CIP and providing cost estimates for projects.
Project costs will escalate in future years, so these should only be considered planning estimates. We did attempt to be conservative.
This is a long-term plan. Individual projects will be budgeted, reviewed, and approved by the Council when they occur.
9 Section 9, Item B.
i
CITY OF
CAPITAL IMPROVEMENT PROGRAM
DECEMBER 2024
10 Section 9, Item B.
i
TABLE OF CONTENTS
EXECUTIVE SUMMARY......................................................................................................................................... 1 INTRODUCTION...................................................................................................................................................... 1 PROJECT COSTS................................................................................................................................................... 2 FUNDING SOURCES.............................................................................................................................................. 2 PRIORITY PROJECTS WITH 5-YEAR FUNDING PROGRAM.......................................................................... 4 Spanish Street Rehabilitation ............................................................................................................................................................... 5 Sutter Hill Road Rehabilitation.............................................................................................................................................................. 7 Gopher Flat Road Widening & Rehabilitation........................................................................................................................................ 9 Fifield Alley / Keyes St. / Hayden Alley Road Rehabilitation................................................................................................................. 11 Solar Power at City Hall – Roof Option................................................................................................................................................ 13 Solar Power at Community Center...................................................................................................................................................... 15 Auditorium – HVAC/Windows/Insulation............................................................................................................................................ 17 Knight’s Foundry Building Foundation Rehabilitation.......................................................................................................................... 19 Grammar School - HVAC..................................................................................................................................................................... 21 Grammar School – Floor/Window Repair............................................................................................................................................ 23 Monte Verde Museum - HVAC ........................................................................................................................................................... 25 Monte Verde Museum – Floor & Wall Rehabilitation.......................................................................................................................... 27 Minnie Provis Park – Playground Shade & Safety Surface.................................................................................................................... 29 Bryson Park – Playground Shade & Safety Surface .............................................................................................................................. 31 Central Eureka Mine Walking Trail...................................................................................................................................................... 33 New City Park – Land Acquisition........................................................................................................................................................ 35 Restroom – 8’x8’ at Bryson Park......................................................................................................................................................... 36 Police Car Fleet.................................................................................................................................................................................. 38 Wastewater – Treatment Plant Upgrade ............................................................................................................................................ 39 ARSA – Fresh Water Diversion............................................................................................................................................................ 41 ARSA – Henderson Reservoir Under Drain Repair................................................................................................................................ 43 ARSA – Henderson Reservoir Replace Pier/Catwalk ............................................................................................................................ 45 Wastewater – Clarjusters #2............................................................................................................................................................... 47 Wastewater – E-Pump Rehab............................................................................................................................................................. 49 Wastewater – Mechanical Screen Bar................................................................................................................................................. 51 Wastewater – Trickling Filter Tower ................................................................................................................................................... 53 Infiltration and Inflow (I/I) Wastewater Collection Line Replacement.................................................................................................. 55 APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS ...............................................................58
11 Section 9, Item B.
ii
APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS
TABLE OF CONTENTS
APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS ...............................................................58 Marre Street Rehabilitation................................................................................................................................................................ 59 Gold Dust Trail Rehabilitation............................................................................................................................................................. 61 Greenstone Terrace Rehabilitation..................................................................................................................................................... 63 Hanford Street Bicycle & Sidewalk Improvements .............................................................................................................................. 65 South Main Street Rehabilitation........................................................................................................................................................ 67 Hanford Street Rehabilitation............................................................................................................................................................. 69 * Spanish Street Rehabilitation........................................................................................................................................................... 71 Patricia Lane Microsurfacing .............................................................................................................................................................. 73 Judy Drive Microsurfacing .................................................................................................................................................................. 75 * Sutter Hill Road Rehabilitation......................................................................................................................................................... 77 Old Ridge Road Rehabilitation............................................................................................................................................................ 79 Church Street Rehabilitation .............................................................................................................................................................. 81 Badger Street Road Rehabilitation...................................................................................................................................................... 83 Gopher Flat Road Rehabilitation......................................................................................................................................................... 85 * Gopher Flat Road Widening & Rehabilitation................................................................................................................................... 87 Gopher Flat Road Rehabilitation......................................................................................................................................................... 89 Valley View Rehabilitation.................................................................................................................................................................. 91 Bowers Drive Rehabilitation ............................................................................................................................................................... 93 * Fifield Alley / Keyes St. / Hayden Alley Rehabilitation....................................................................................................................... 95 Main St. Sidewalk Replacement – Loc #1 ............................................................................................................................................ 97 Main St. Sidewalk Replacement – Loc #2 ............................................................................................................................................ 99 Main St. Sidewalk Replacement – Loc #3 .......................................................................................................................................... 101 Main St. Sidewalk Replacement – Loc #4 .......................................................................................................................................... 103 Main St. Sidewalk Replacement – Loc #5 .......................................................................................................................................... 105 Concrete Walking Path..................................................................................................................................................................... 107 Restroom–10’x24’ at Boitano Parking Lot......................................................................................................................................... 109 * Solar Power at City Hall – Roof Option........................................................................................................................................... 111 Solar Power at City Hall – Parking Lot with Carports.......................................................................................................................... 113 * Solar Power at Community Center................................................................................................................................................. 115 Street Lights on Main Street............................................................................................................................................................. 117 Gateway Improvement Project......................................................................................................................................................... 119 Johnson Property Trail ..................................................................................................................................................................... 121 * Central Eureka Mine Walking Trail................................................................................................................................................. 123 Additional City Parking Lot ............................................................................................................................................................... 125 * Restroom – 8’x8’ at Bryson Park .................................................................................................................................................... 127 New City Hall ................................................................................................................................................................................... 129 MINNIE PROVIS PARK – PAVER INSTALLATION.................................................................................................................................. 131 SUTTER CREEK/AMADOR CITY BICYCLE/PEDESTRIAN PROJECT.......................................................................................................... 132 * KNIGHTS FOUNDRY BUILDING FOUNDATION REHABILITATION ...................................................................................................... 133 * MONTE VERDE STORE – FLOOR & WALL REMODEL ........................................................................................................................ 134 * MONTE VERDE STORE – NEW HVAC............................................................................................................................................... 135 12 Section 9, Item B.
iii
* GRAMMAR SCHOOL – NEW HVAC & WINDOWS ............................................................................................................................ 136 DRAINAGE STUDY AT BRYSON PARK/MOBILE HOME PARK................................................................................................................ 138 Drainage Improvements at Intersection of Badger/Spanish St........................................................................................................... 139 DRAINAGE IMPROVEMENTS AT THE INTERSECTION OF BADGERT STREET AND SPANISH STREET....................................................... 141 DRAINAGE IMPROVEMENTS AT KARSAN ROAD................................................................................................................................. 142 DRAINAGE IMPROVEMENTS AT 310 GOPHER FLAT ROAD ................................................................................................................. 143 SPANISH STREET DRAINAGE INLET REPLACEMENT............................................................................................................................ 144 DRAINAGE IMPROVEMENTS AT 154 TO 180 BADGERT STREET.......................................................................................................... 145 Completed Projects............................................................................................................................................146 Oro Madre Way Overlay................................................................................................................................................................... 147 Eureka Road Overlay........................................................................................................................................................................ 149
13 Section 9, Item B.
1 EXECUTIVE SUMMARY
A Capital Improvement Plan (CIP) is a 5-year City wide plan that invests critical resources to valuable assets including roads, sidewalks, drainage and miscellaneous improvements. CIPs typically provide key information for each project, including how the project was identified, a work description, anticipated costs, potential funding, and a delivery schedule.
The CIP identifies current and future capital improvements and other large-scale purchases over a 5- year time-frame. The goal of the CIP is the create a blueprint of the projected infrastructure improvement needs of the City of Sutter Creek to assist in planning and budgeting process. It is intended to achieve the following goals;
1. Systematic evaluation of all potential projects at the same time.
2. Framework by which the City Council can focus on improving the City of Sutter Creek’s infrastructure while ensuring the efficient use of public funds.
3. Aligns planned capital projects with the city’s strategic plan.
INTRODUCTION
The City Engineers office prepared the CIP over the last 18 months at the direction of the City Manager. Project scopes and cost estimates were established based on industry standards for similar projects, including but not limited to recent public works projects the City has had performed.
The City has an abundance of project needs. The City is not unique in this situation; infrastructure is a significant challenge across the country. Almost all cities/counties have some aged infrastructure.
Some are more committed to maintaining it then others, but many communities are falling behind.
The City of Sutter Creek historically has focused on paved roads. They have made infrastructure improvements typically when grant funds are received. With the limited funding, a backlog of maintenance and improvements has been created. This CIP shows a short list of projects that could potentially be funded in the next five years and then a longer, separate backlog of projects that are unfunded.
The Capital Improvement Plan spans 5-years from FY25/26 to FY29/28. While the CIP shows the long term plan, nothing is committed until the City Council reviews and approves the individual projects, holds public hearings, makes recommendations, and votes on the capital budget in conjunction with the City’s Annual Operating Budget.
14 Section 9, Item B.
2 PROJECT COSTS
The estimated project costs are located in Table 1 below.
Table 1: Project Costs by Project Type
PROJECT
TYPE
TOTAL
COST
Street/sidewalk $4,627,105
Facilities $700,000
Parks $2,407,500
Public Safety $74,000
Wastewater $33,667,000
FUNDING SOURCES
Infrastructure can be funded via a variety of sources. Typical sources include State sources like SB1 and Active Transportation Program (ATP) grants, debt financing through bonds, and development impact fees. Enterprise fees are dedicated to solely to uses within that category. Sutter Creek recently did a wastewater rate study, which determines funding of the wastewater capital reserve to fund sewer related projects. Wastewater funds also include our existing enterprise fund reserve, wholesale customer revenue, debt financing, grants connection fees, and additional contributions from developers.
General fund resources have not typically been dedicated to major infrastructure projects. However, the local sales tax has passed and Council has committed to spending a major portion of the new tax on roads and infrastructure. The five-year plan assumes 75% of $580,000 in the first year of the new local sales tax revenue will go towards local streets otherwise not eligible for street funding from ACTC.
ACTC typically only pays for major arterials.
For most cities, developer impact fees are a major source of capital improvements. New developments can be assessed fees which can only be used for capital investment. Sutter Creek has impact fees for streets, parks, city facilities, police and fire. The five-year plan assumes that 150 new homes will be constructed within five years, generating significant impact fees.
If the development does not occur, the timelines of the projects will need to be delayed.
If more development occurs, impact fees will be used to tackle key projects listed in the backlog. NOTE:
The city is engaged in a new nexus study and several past impact fees are being combined into a single new fee – for example separate fees for city facilities are grouped into a single city facility fee.
Grants will be leveraged as much as possible. Priority projects with undetermined funding show that amount as “unsecured funds”. It is the intention that grants will be fund to complete the needed funding.
2% annual increases are assumed in impact fees and sales tax. 15 Section 9, Item B.
3 Table 2: Available Funds by Project Type
.
The difference between costs and available funds represents the funding gap of unsecured funds that must be sought out from other sources such as grants. We assume there is no debt for these projects, because the city’s debt capacity must be reserved for the wastewater treatment plant.
The wastewater plan assumed $19M in grants and developer contributions in addition to $25M in debt financing.
AVAILABLE FUNDS Total
General Fund -
Unsecured Funds/Grants
(without Wastewater) $1,553,175
Street Enterprise Fund $3,282,138
Police Impact fee $240,905
Local Parks Reserve $2,382,531
City Facility Reserve $516,810
Wastewater Funds $46,846,157
16 Section 9, Item B.
4 PRIORITY CIP PROJECTS
With 5-year Funding Program
17 Section 9, Item B.
5 Spanish Street Rehabilitation
Description
This project will rehabilitate the existing roadway which consists of an asphalt concrete overlay and drainage improvements from North Amelia to Main Street. Additive Alternate #1 will add a new sidewalk on the east side of the road only.
Project Justification
This project will enhance pedestrian and vehicular traffic. The Pavement Management Program Report – Pavement Condition Index (PCI) = 34-44. . It is a secondary evacuation route if Main street is blocked. Street condition is very poor and it is a safe route to school.
Additional detail on costs on page 69
Notes
Street Rehabilitation Costs Only Additive Alternate #1 Cost Surveying $ 20,000 $ 5,250
Engineering $ 40,000 $ 10,500
Construction $ 480,000 $ 126,000
Construction Management $ 60,000 $ 15,750_____________
Total $ 600,000 $ 157,500
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - 25,250 - - - - 25,250
Preliminary Engineering - - 50,500 - - - - 50,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - 75,750 - - - 75,750
Construction - - - 606,000 - - - 606,000
Total Capital Costs - - 75,750 681,750 - - - 757,500
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - 43,000 - - - 43,000
Local Sales Tax - 25,250 315,000 374,250 - - - 714,500
Total Program Financing - 25,250 315,000 417,250 - - - 757,500 18 Section 9, Item B.
6 Spanish Street Rehabilitation
Project Location Map
19 Section 9, Item B.
7 Sutter Hill Road Rehabilitation
Description
This project will rehabilitate the existing roadway which consists of an asphalt concrete overlay and drainage improvements from Main Street to Eureka Road.
Project Justification
This project will enhance vehicular traffic. It is a highly travelled access point to/from the city and the pavement condition is poor.
Additional detail on costs on page 75
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - 23,500 - - - - - 23,500
Preliminary Engineering - 46,500 - - - - - 46,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - 70,000 - - - - 70,000
Construction - - 563,125 - - - - 563,125
Total Capital Costs - 70,000 633,125 - - - - 703,125
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - 26,000 53,000 - - - - 79,000
Local Sales Tax - 514,000 110,125 - - - - 624,125
20 Section 9, Item B.
8 Total Program Financing - 540,000 163,125 - - - - 703,125 Sutter Hill Road Rehabilitation
Project Location Map
21 Section 9, Item B.
9 Gopher Flat Road Widening & Rehabilitation – Cole to 248 Gopher Flat Description
Install curb, gutter and sidewalk and widen existing roadway to City Standards. Also rehabilitate the existing roadway which includes an asphalt concrete overlay, drainage and ADA improvements. This project will completed in five years only if we can get a grant for $1.4M
Project Justification
This project will enhance pedestrian and vehicular traffic. This project was identified by Table 3.14 of the Circulation Element (Project ID MM-1). While there are few accidents on the road, it is considered “unsafe’ by residents. It is narrow without sidewalks
Additional detail on costs on page 85
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - 89,000 - 89,000
Preliminary Engineering - - - - - 178,000 - 178,000
Environmental - - - - - 50,000 - 50,000
Right of Way - - - - - 50,000 - 50,000
Construction Management - - - - - 267000 - 267,000
Construction - - - - - 2138175 - 2,138,175
Total Capital Costs - - - - - 2,772,175 - 2,772,175
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - 1,363,175 1,363,175
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - 82000 393,000 195000 - 670,000 Local Sales Tax - - - - - 739,000 - 739,000
Total Program Financing - - - 82000 393000 2,772,175 2,772,175 22 Section 9, Item B.
10 Gopher Flat Road Rehabilitation
Project Location Map
23 Section 9, Item B.
11 Fi�ield Alley / Keyes St. / Hayden Alley Road Rehabilitation Description
This project will rehabilitate the existing roadway which consists of an asphalt concrete overlay and drainage improvements on side streets. Approx 1,100 linear feet of road and drainage improvements.
Project Justification
This project will enhance pedestrian and vehicular traffic, roads are near failing. A planned bike/ped route to Amador City will use the alleys to get to Spanish Street.
Additional detail on costs on page 93
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - 13,500 - - - 13,500
Preliminary Engineering - - - 26,500 - - - 26,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 40,500 - - 40,500
Construction - - - - 324,950 - - 324,950
Total Capital Costs - - - 40,000 365,450 - - 405,450
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - 65,450 - - - 65,450
Local Sales Tax - 13,500 26,500 - 300,000 - - 340,000
Total Program Financing - 13,500 26,500 65,450 300,000 - - 405,450 24 Section 9, Item B.
12 Fifield Alley / Keyes St. / Hayden Alley Road Rehabilitation Project Location Map
25 Section 9, Item B.
13 Solar Power at City Hall – Roof Option
Description
Lease with solar company to install solar panels on City Hall Roof to offset power useage at City Hall. Need a subsidy of $112,500.
Project Justification
ROI from lower electrical costs is expected to pay for the project in 7-10 years. These projects will only be undertaken if either on bill financing or impact fees are available, and the ROI is clear. Solar and batter storage could be financed as part of the wastewater project as well
Additional detail on costs on page 109
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - 7,500 - 7,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 7,500 - 7,500
Construction - - - - - 270,000 - 270,000
Total Capital Costs - - - - - 285,000 - 285,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - 112500 - 112,500
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - 37,500 135,000 - 172,500 Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
26 Section 9, Item B.
14 Total Program Financing - - - - 37,500 247.500 - 285,000 Solar Power at City Hall – Roof Option
Project Location Map
27 Section 9, Item B.
15 Solar Power at Community Center
Description
Lease with solar company to install solar panels on City Community Center Roof to offset power usage at City Community Center. This project requires a subsidy of $77,500 Project Justification
ROI from lower electrical costs is expected to pay for the project in 7-10 years These projects will only be undertaken if either onbill financing or impact fees are available and the ROI is clear.
Additional detail on costs on page 113
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - 7,500 7,500
Environmental - - - - - - -
Right of Way - - - - - - -
Construction Management - - - - - 7,500 7,500
Construction - - - - - 235,000 235,000
Total Capital Costs - - - - - 250,000 250,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - 77,500 - 77500
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - 37,500 135,000 - 172,500 Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 37,500 212,500 - 250,000 28 Section 9, Item B.
16 Solar Power at Community Center
Project Location Map
29 Section 9, Item B.
17 Auditorium – HVAC/Windows/Insulation
Description
Replace the swamp cooler with an HVAC system and upgrade window/insulation for energy efficiency.
Project Justification
This project is expected to have an ROI of 7 – 10 years in decreased electrical bills. It is currently the top city facility in terms of usage of electricity and gas.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - 15,000 - - - 15,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 15,000 - - 15,000
Construction - - - - 135,000 - - 135,000
Total Capital Costs - - - 15,000 150,000 - - 165,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - 15,000 30,000 60,000 60,000 - - 165,000 Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 15,000 30,000 60,000 60,000 - - 165,000 30 Section 9, Item B.
18 Auditorium – HVAC/Windows/Insulation
Project Location Map
31 Section 9, Item B.
19 Knight’s Foundry Building Foundation Rehabilitation
Description
Install rock slope protection and fabric underneath two (2) existing Knight’s Foundry Buildings adjacent to Sutter Creek to protect the building’s foundation.
Project Justification
Recent floods have eroded the creek threatened this historic, city-owned buildings. The Knight Foundry foundation will be approached to help with costs on the project if impact fees are not available. Museums are eligible for Parks impact fees.
Additional detail on costs on page 131
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - 1,000 - - - - - 1,000
Preliminary Engineering - 2,000 - - - - - 2,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - 3,000 - - - - 3,000
Construction - - 24,000 - - - - 24,000
Total Capital Costs - 3,000 27,000 - - - - 30,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - 3,000 27,000 - - - - 30,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 3,000 27,000 - - - - 30,000
32 Section 9, Item B.
20 Knight’s Foundry Foundation Building Rehabilitation
Project Location Map
33 Section 9, Item B.
21 Grammar School - Energy Improvements
Description
Electrify the building with investments in a new heating and cooling system and energy efficient windows.
Project Justification
The City expects to work with the ACUSD to transfer ownership of the property to the City in 2025. The HVAC is failing. Energy improvements will be taken on if there is a clear ROI in the the 7-10 year time frame. Community Centers are eligible to use park impact fees.
Additional detail on costs on page 134
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - 5,000 - - 5,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 5,000 - - 5,000
Construction - - - - 90,000 - - 90,000
Total Capital Costs - - - - 100,000 - - 100,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 100,000 - - 100,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 100,000 - - 100,000
34 Section 9, Item B.
22 Grammar School - HVAC
Project Location Map
35 Section 9, Item B.
23 Grammar School - Floor/Window Remodeling
Description
Capital improvements to remodel this historic building and community center Project Justification
Enable increased usage of the building for additional uses, ensure structural integrity and energy efficiency.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - 25,000 - - 25,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 25,000 - 25,000
Construction - - - - - 250,000 - 250,000
Total Capital Costs - - - - 25,000 275,000 - 300,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 25,000 275,000 - 300,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 25,000 275,000 - 300,000 36 Section 9, Item B.
24 Grammar School - Floor/Window Remodeling
Project Location Map
37 Section 9, Item B.
25 Monte Verde Museum - HVAC
Description
Replace the existing deteriorating HVAC system.
Project Justification
The current system is failing. Building occupants are extremely uncomfortable in both winter and summer.
Additional detail on costs on page 133
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - 2,500 - - - - - 2,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 2,500 - - - - - 2,500
Construction - 20,000 - - - - - 20,000
Total Capital Costs - 25,000 - - - - - 25,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - 25,000 - - - - - 25,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 25,000 - - - - - 25,000
38 Section 9, Item B.
26 Monte Verde Museum - HVAC
Project Location Map
39 Section 9, Item B.
27 Monte Verde Museum – Floor & Wall Remodel
Description
Remove and replace siding and flooring and construct foundation at the Monte Verde Museum.
Project Justification
This historic, city owned building needs remodeling to maintain structural integrity.
Additional detail on costs on page 132
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - 5,000 - - - - - 5,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 10,000 - - - - - 10,000
Construction - 85,000 - - - - - 85,000
Total Capital Costs - 100,000 - - - - - 100,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - 100,000 - - - - - 100,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 100,000 - - - - - 100,000
40 Section 9, Item B.
28 Monte Verde Store – Floor & Wall Rehabilitation
Project Location Map
41 Section 9, Item B.
29 Minnie Provis Park – Playground Shade & Safety Surface Description
Project will add a shade structure to playground, remove the existing bark and install a rubber safety surface.
Project Justification
With the increasing hot summers, we are looking to add more shade structures to several city park facilities Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - 11,000 - - - - 11,000
Preliminary Engineering - - 22,000 - - - - 22,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - 33,000 - - - 33,000
Construction - - 7,000 257,000 - - - 264,000
Total Capital Costs - - 40,000 290,000 - - - 330,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - 40,000 290,000 - - - 330,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - 40,000 290,000 - - - 330,000 42 Section 9, Item B.
30 Minnie Provis Park – Playground Shade & Safety Surface Project Location Map
43 Section 9, Item B.
31 Bryson Park – Playground Shade & Safety Surface
Description
Project will add a shade structure to playground, remove the existing bark and install a rubber safety surface.
Project Justification
With the increasing hot summers, we are looking to add more shade structures to several city park facilities Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - 11,500 - - 11,500
Preliminary Engineering - - - - 23,000 - - 23,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 34,500 - - 34,500
Construction - - - - 276,000 - - 276,000
Total Capital Costs - - - - 345,000 - - 345,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 346,000 - - 346,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 346,000 - - 346,000
44 Section 9, Item B.
32 Bryson Park – Playground Shade & Safety Surface
Project Location Map
45 Section 9, Item B.
33 Central Eureka Mine Walking Trail
Description
Project will add a walking trail, parking area, view areas and signage.
Project Justification
Creation of a new city park as a historic walking trail with scenic views of the countryside and Sutter Creek.
Additional detail on costs on page 121.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - 19,250 - - 19,250
Preliminary Engineering - - - - 38,500 - - 38,500
Environmental/Geotechnical - - - - 40,000 10,000 - 50,000 Right of Way - - - - - - - -
Construction Management - - - - - 57,750 - 57,750
Construction - - - - - 462,000 - 462,000
Total Capital Costs - - - - 97,750 529,750 - 627,500
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 97,750 529,750 - 627,500
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 97,750 529,750 - 627,500 46 Section 9, Item B.
34 Central Eureka Mine Walking Trail
Project Location Map
47 Section 9, Item B.
35 New City Park – Land Acquisition
Description
This project will purchase a 5-Acre parcel for a future park (location to be determined). Costs include property acquisition, surveying the property, planning the needs of the community and an environmental document for construction.
Project Justification
This project was identified by City Staff.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to
FY 25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - 50,000 - 50,000
Planning/Prelim. Engineering - - - - - 85,000 TBD 85,000 Environmental - - - - - 50,000 - 50,000
Right of Way - - - - - 250,000 - 250,000
Construction Management - - - - - - TBD -
Construction - - - - - - TBD -
Total Capital Costs - - - - - 435,000 - 435,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - 435,000 - 435,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - - 435,000 - 435,000
48 Section 9, Item B.
36 Restroom – 8’ x 8’ at Bryson Park
Description
Install a 8’ wide x 8’ long restroom at Bryson Park.
Project Justification
Create a new public restroom for this park.
Additional detail starting on costs on page 125.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - 3,000 - - - - - 3,000
Preliminary Engineering - 6,000 - - - - - 6,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - 9,000 - - - - 9,000
Construction - 9,000 63,000 - - - - 72,000
Total Capital Costs - 18,000 72,000 - - - - 90,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - 18,000 72,000 - - - - 90,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 18,000 72,000 - - - - 90,000
49 Section 9, Item B.
37 Restroom – 8’x8’ at Bryson Park
Project Location Map
50 Section 9, Item B.
38 Police Car Fleet
Description
Rotating update to police car fleet.
Project Justification
Ongoing need as vehicles depreciate over 8 – 12 years.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Police Car Purchase - 6,000 15,000 30,000 60,000 130,000 - 241,000 Total Capital Costs - 6,000 15,000 30,000 60,000 130,000 - 241,000 Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - 14,000 20,000 20,000 20,000 - 74,000 Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 6,000 15,000 30,000 60,000 130,000 - 74,000 51 Section 9, Item B.
39 Wastewater – Treatment Plant Upgrade
Description
The City of Sutter Creek (City) proposes to improve the Sutter Creek WWTP and identify a new strategy for storage and reuse/disposal of highly treated wastewater, which will be more economic in the long run and more environmentally beneficial. In addition to the WWTP upgrades, the city is looking to enhance the energy and operational efficiency of the plant to address rising energy and operating costs, reduce GHG and become more sustainable.
Project Justification
The current plant is beyond its useful life operating near capacity. The water board has given the City notice that it intends to issue a new permit, with higher treatment requirements. Historically disposal using the state-owned pipeline to Ione’s golf course has created tensions and lawsuits coordinating operations during wet and dry years. The evaluated improvement project consists of upgrades to the Sutter Creek WWTP to produce highly tertiary treated effluent, and to allow for year-round discharge of highly treated quality effluent to Sutter Creek or potential use the recycled water for other beneficial uses like parks irrigation, and landscape to reduce pressure on the water system and be more sustainable.
Notes
This is a multi-year project that exceeds the five year time line. City staff are actively engaged in planning activities.
For purposes of this CIP, we are assuming a $25M loan over 30 years at 3.5% interest, $400,000 in origination fees, leveraging capital reserves and grants or contributions from developers.
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - - - - - - -
Total Capital Costs - - $8M $8M - $8M - $8M - $8-18M - $40-50M Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Connection Fees
Reserves $3,000,000 $3,000,000
Rate payers $1,000,000 $1,000,000 $1,000,000 $3,00,000
Wholesale Customers
Debt 25,000,000 $25,000,000
Grants/Developers - - - 10,000,000 $9,000,000 - - $19,000,000 Total Program Financing - - 29,000,000 $11,000,000 $6,000,000 - - $50,000,000 52 Section 9, Item B.
40 Wastewater Treatment Plant upgrade
Project Location Map
53 Section 9, Item B.
41 ARSA – Fresh Water Diversion
Description
The freshwater diversion contains a pipeline from Sutter Creek to a wye with two butterfly valves. One side of the wye (after the valve) goes back to Sutter Creek and the other side of the wye (after the valve) has a check valve and then connects to the ARSA pipeline. The butterfly valves are both inoperable and buried in a concrete junction box. The project would investigate if the check valves are operational, replace the butterfly valves and replace the check valve if necessary.
Project Justification
This project is required as part of a lawsuit settlement.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - 5,000 - - - - - 5,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 5,000 - - - - - 5,000
Construction - 40,000 - - - - - 40,000
Total Capital Costs - 50,000 - - - - - 50,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 5000 5,000
Reserves - 45000 - - - - - 45,000
Total Program Financing - 50,000 - - - - - 50,000
54 Section 9, Item B.
42 ARSA – Fresh Water Diversion
Project Location Map
55 Section 9, Item B.
43 ARSA – Henderson Dam Reservoir Under Drain Repair
Description
The Henderson Dam Under Drain Repair project replaces a failing 20” concrete pipe with a new 16” High-Density Polyethylene (HDPE) pipe. Approximately 94 feet of the pipeline will be replaced within an open cut trench outside of the dam footprint. The remainder (approximately 171 feet) of new pipe will be installed using slip lining and an excavation pit located outside of the dam footprint.
Project Justification
This project has been identified by the Division of Safety of Dams (DSOD).
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 80,000 - - - - - 80,000
Construction - 720,000 - - - - - 720,000
Total Capital Costs - 800,000 - - - - - 800,000
Method(s) of Financing
Type of Funds
prior to FY
25/26 FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Reserves 400,000 400,000 - - - - - 800,000
Total Program Financing 400.,000 400,000 - - - - - 800,000 56 Section 9, Item B.
44 ARSA – Henderson Reservoir Under Drain Repair
Project Location Map
57 Section 9, Item B.
45 ARSA – Henderson Reservoir Replace Pier/Catwalk
Description
Replace the existing deteriorating pier/catwalk at Henderson Reservoir.
Project Justification
If we continue to use Henderson we will need to replace the catwalk for safety and operational reasons Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - 25,000 - - 25,000
Environmental - - - 20,000 - - 20,000
Right of Way - - - - - - - -
Construction Management - - - - - 20,000 - 20,000
Construction - - - - - 135,000 - 135,000
Total Capital Costs - - - - 45,000 155,000 - 200,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 5000 5000 5000 5000 20,000
Reserve - - 45000 45,000 45,000 45,000 - 180,000
Total Program Financing - - 50,000 50,000 50,000 50,000 - 200,000 58 Section 9, Item B.
46 ARSA – Henderson Reservoir Under Drain Repair
Project Location Map
59 Section 9, Item B.
47 Wastewater – Clarjusters #2
Description
The project will identify what components have failed in the bottom digester portion of the Clarjusters. The project will require the evacuation of all wastewater and sludge and confined space entry. After discovering the condition of the drive and supporting mechanism internals (digester portion) the manufacturer will be contacted and the parts made. A second shutdown will be made to install the manufactured parts.
Project Justification
The Clarjuster is original to the plant over 50 years old and has not been rehabbed in recent history. The cost estimate is a best guess based on the cost of the rehab that occurred with Clarjuster number 1 about 5 to 10 years ago. The Clarjuster is responsible for clarification of the wastewater and some digestion of sludge. Without the Clarjuster additional sludge will accumulate and cost more money for the operation of the WWTP.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment Capital - - - 300,000 - - 300,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction/Inspection - - - 67,000 - - - 67,000
Total Capital Costs - - - 67,000 300,000 - - 367,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 20,000 40,000
Connection fee - - - 107,000 200,000 - - 367,000
Total Program Financing - - - 127,000 240,000 - - 367,000 60 Section 9, Item B.
48 Wastewater – Clarjusters #2
Project Location WWTP
Equipment Picture
61 Section 9, Item B.
49 Wastewater – E-Pump Rehab
Description
The Emergency Pumps (E-pump) has only one of two pumps running currently. A spare pump needs to be ordered so that there is backup in case the E-pump goes down (15K). The return valve to the e-pump vault has a hole in the valve so the vault cannot be shut off and isolated. The valve needs to be replaced.
The control panel deck needs to be rebuilt so that there is a solid structure to access the E-pump control panel. The E-pump control panel needs to be rebuilt to allow proper operation.
Project Justification
The E-pump operation is critical to allow the plant to accept flow if the normal pump stop working. Both of the pumps and the control panel are critical to the operation of the WWTP.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment 10,000 - - 20,000 - - 10,000 40,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - - 30,000 - - - 30,000
Total Capital Costs 10,000 - - 50,000 - - 10,000 70,000 Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 1000 3000 1,000 5,000
Connection Fee 9,000 - - 47000 - - 9,000 65,000
Total Program Financing 10,000 - - 50,000 - - 10,000 70,000 62 Section 9, Item B.
50 Wastewater – E-Pump Rehab
Project Location WWTP
Equipment Picture
Control Panel
Return Valve in E-pump Vault
63 Section 9, Item B.
51 Wastewater – Mechanical Screen Bar
Description
The mechanical bar screen has been repaired many times and is critical to the operation of the WWTP. This is the first line of defense prior to the roto strainers and all the coarse debris is separated from the Wastewater stream. The mechanical bar screen removes coarse solids and moves them to a waste bin.
Project Justification
The mechanical bar screen has had numerous repairs and breaks constantly. Every time the bar screen breaks the operators are forced to install a bin and manually haul the waste to the trash. This fills up a few times a day making operation of the plant 24 hours a day logistically hard without overtime.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment - - 75,000 - - - - 75,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - 50,000 - - - - 50,000
Total Capital Costs - - 125,000 - - - - 125,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 3,000 5,000 8,000
Connection Fees - 47,000 70,000 - - - - 117,000
Total Program Financing - 50,000 75,000 - - - - 125,000 64 Section 9, Item B.
52 Wastewater – Mechanical Screen Bar
Project Location WWTP
Equipment Picture
65 Section 9, Item B.
53 Wastewater – Trickling Filter Tower
Description
The trickling filter tower works to move wastewater from the center of the trickling filter to the arms to evenly distribute the wastewater over the trickling filter media. Wastewater is leaking from the bottom. The project will investigate the cause of the leaking water (missing seal or broken part) and fix the issue. Along with the fix a VFD will be installed to regulate the speed at which the trickling filter arms move. This will improve the efficiency of the treatment.
Project Justification
The tower is shown leaking out the bottom resulting in wastewater not being treated by the trickling filter media. The wastewater is short circuiting the treatment process.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment - - - 35,000 - - - 35,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - - 40,000 - - - 40,000
Total Capital Costs - - - 75,000 - - - 75,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 1,000 2,000 3,000
Connection fees - - 34,000 38,000 - - - 72,000
Total Program Financing - - 35,000 40,000 - - - 75,000
66 Section 9, Item B.
54 Wastewater – Trickling Filter Tower
Project Location WWTP
Equipment Picture
67 Section 9, Item B.
55 In�iltration and In�low (I/I) Wastewater Line Replacement Description
Currently the WWTP experiences peak wet weather influent flows over 8 times the normal dry weather flows due to inflow and infiltration (I&I) issues in the collection system piping. City staff have identified over 12,000 lineal feet of the collection system main piping that appears to be compromised. Meters installed to triage the worse locations. Due to the uncertain nature of fixing this issue we have budgeted by the linear foot. We have a long list of streets and areas to repair. We will prioritize and fix them up to the number of feet budgeted per year Project Justification
Fixing the I&I issues in the collection system has a two-fold effect. Number one, it allows the plant to operate without spilling into the creek due to the limited emergency capacity of the system. Number two, it reduces the flow that the new WWTP will need to be designed to, which reduces the cost of the new WWTP. We modelled spending $400,000 per year on I/I. Based on the cost estimate of $200/lineal foot that would allow approximately 2,000 feet of pipe to be replaced each year, which means we could fix all the known main problems in six years.
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment - - - - - - - -
Preliminary Engineering - 10,000 10,000 10,000 10,000 10,000 10,000 60,000 Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 30,000 30,000 30,000 30,000 30,000 30,000 $180,000 Construction - 360,000 360,000 360,000 360,000 360,000 360,000 $2,160,000 Total Capital Costs - $400,000 $400,000 $400,000 $400,000 $400,000 $400,000 $2,400,000 Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 40,000 40,000 40,000 40,000 40,000 40,000 $240,000 Wastewater Rates - 360,000 360,000 360,000 360,000 360,000 360,000 $2,160,000 Total Program Financing - $400,000 $400,000 $400,000 $400,000 $400,000 $400,000 $2,400,000 68 Section 9, Item B.
56 I/I
Project Location – Multiple, all over the city
Section # Lineal feet Nearest Street Estimated cost
P-48 150 Cole Street $30,000
P-49 396 Gopher Flat Road $79,200
P-65 64 Gopher Flat Road $12,800
P-66 114 Boston Alley $22,800
P-67 96 Gopher Flat Road $19,200
P-68 85 Gopher Flat Road $17,000
P-69 50 Gopher Flat Road $10,000
P-70 50 Gopher Flat Road $10,000
P-94 360 Plaza Street $72,000
P-96 148 Randolph $29,600
P-104 (.1, .2, .3) 396 Across Broadway $79,200
P-100.1 627 Eureka St $125,400
P-108 378 South of Eureka $75,600
P-118 272 Greenstone Terrace $54,400
P-120 128 Greenstone Terrace $25,600
P-121 108 Greenstone Terrace $21,600
P-129 353 Creek $70,600
P-116 314 Greenstone Terrace $62,800
P-117 295 Greenstone Terrace $59,000
P-264 197 Main Street $39,400
P-265 495 Main Street $99,000
P-263 198 Worley $39,600
P-262 139 Worley $27,800
P-261 277 Leiby Avenue $55,400
P-266 450 Dennis Street $90,000
P-257 182 Hwy 49 $36,400
P-166 336 Behind Oro Madre $67,200
P-167 30 Behind Oro Madre $6,000
P-168 105 Behind Oro Madre $21,000
P-173.1 92 El Terrado $18,400
P-173 254 El Terrado $50,800
P-174.1 80 El Terrado $16,000
P-114 (.0, .1, .2) 227 Behind Sutter Street $45,400
P-324 122 Behind Spanish Street $24,400
P-326 127 Behind Spanish Street $25,400
P-327 222 Behind Spanish Street $44,400
P-329 90 Behind Spanish Street $18,000
P-331 151 Behind Spanish Street $30,200
69 Section 9, Item B.
57 P-332 401 Behind Spanish Street $80,200
P-288 298 Below David backyard $59,600
P-289 150 Below David backyard $30,000
P-283 103 David Drive $20,600
P-282 50 David Drive $10,000
P-281 186 David Drive $37,200
P-280 119
P-279 121
P-278 75
P-277 158 Mark Lane (Sutter Oaks 2) $31,600
P-255 35 Old 49 $7,000
P-254 103 Old 49 $20,600
P-253 35 Old 49 $7,000
P-251 285 Behind foothill drive $57,000
P-250 249 Behind foothill drive $49,800
P-227 564 Old 49 $112,800
P-226 126 Old 49 $25,200
P-400 407 Independence Drive $81,400
P-399 438 Academy Drive $87,600
P-398 242 Academy Drive $48,400
Total lineal feet 12,303 $2,460,600
70 Section 9, Item B.
58 APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS
71 Section 9, Item B.
59 Project Title: Location:
Marre Street Rehabilitation Marre Street from Mill Street to End Project Identified By:
Pavement Management Program Report –
Pavement Condition Index (PCI) = 8, which is the
worst rated street in town.
Work Description:
Install 2” asphalt concrete for approximately
400 L.F. of road and drainage improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $115,875.00 $115,875.00
Construction Contingency (20%) $ 23,175.00
Surveying (5%) $ 5,793.75
Engineering (10%) $ 11,587.50
Construction Management (15%) $ 17,381.25
Subtotal $ 57,937.50
Total Estimated Cost (after project bid, at project award) $173,812.50 The cost estimate herein is based on our perception of current conditions at the project location. This estimate reflects our opinion of probable costs at this time and is subject to change as the project design matures. WGA has no control over variances in the cost of labor, materials, equipment, services provided by others, contractor’s methods of determining prices, competitive bidding or market conditions, practices or bidding strategies. WGA cannot and does not warrant or guarantee that proposals, bids, or actual construction costs will not vary from the cost presented herein. 72 Section 9, Item B.
60 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
MARRE STREET REHABILITATION
FROM MILL STREET TO END
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 2 $2,500.00 $5,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 100 $400.00 $40,000.00 6 ASPHALT CONCRETE TON 105 $350.00 $36,750.00
7 AGGREGATE BASE TON 60 $100.00 $6,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 1 $750.00 $750.00 9 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
10 ASPHALT CONCRETE DIKE LF 300 $20.00 $6,000.00
11 REGRADE EXISTING DRAINAGE DITCH LF 125 $15.00 $1,875.00 12 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $115,875.00
CONSTRUCTION CONTINGENCY (20%) $23,175.00
SURVEYING (5%) $5,793.75
ENGINEERING (10%) $11,587.50
CONSTRUCTION MANAGEMENT (15%) $17,381.25
TOTAL PROJECT COST $173,812.50
73 Section 9, Item B.
61 Project Title: Location:
Gold Dust Trail Rehabilitation Church Street Intersection to 30 Gold Dust Trail Project Identified By:
Pavement Management Program Report –
Pavement Condition Index (PCI) = 9, which
is the second worst rated street in town.
Work Description:
Install 2” asphalt concrete for approximately
275 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $93,875.00 $ 93,875.00
Construction Contingency (20%) $ 18,775.00
Surveying (5%) $ 4,693.75
Engineering (10%) $ 9,387.50
Construction Management (15%) $ 14,081.25
Subtotal $ 46,937.50
Total Estimated Cost (after project bid, at project award) $140,812.50 74 Section 9, Item B.
62 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
GOLD DUST TRAIL REHABILITATION
FROM CHURCH STREET INTERSECTION TO 30 GOLD DUST TRAIL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 2 $2,500.00 $5,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 25 $400.00 $10,000.00 6 ASPHALT CONCRETE TON 125 $350.00 $43,750.00
7 AGGREGATE BASE TON 20 $100.00 $2,000.00
8 ADJUST MANHOLE TO GRADE EACH 1 $2,500.00 $2,500.00
9 ADJUST WATER METER BOX TO GRADE EACH 1 $750.00 $750.00 10 ADJUST WATER VALVE BOX TO GRADE EACH 3 $750.00 $2,250.00 11 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
12 ASPHALT CONCRETE DIKE LF 100 $20.00 $2,000.00
13 REGRADE EXISTING DRAINAGE DITCH LF 75 $15.00 $1,125.00 14 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $93,875.00
CONSTRUCTION CONTINGENCY (20%) $18,775.00
SURVEYING (5%) $4,693.75
ENGINEERING (10%) $9,387.50
CONSTRUCTION MANAGEMENT (15%) $14,081.25
TOTAL PROJECT COST $140,812.50
75 Section 9, Item B.
63 Project Title: Location:
Greenstone Terrace Rehabilitation Church Street Intersection to 40 Greenstone Terrace Project Identified By:
Pavement Management Program Report –
Pavement Condition Index (PCI) = 14, which
is the fourth worst rated street in town.
Work Description:
Install 2” asphalt concrete for approximately
400 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $141,700.00 $141,700.00
Construction Contingency (20%) $ 28,340.00
Surveying (5%) $ 7,085.00
Engineering (10%) $ 14,170.00
Construction Management (15%) $ 21,255.00
Subtotal $ 70,850.00
Total Estimated Cost (after project bid, at project award) $212,550.00 76 Section 9, Item B.
64 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
GREENSTONE TERRACE REHABILITATION
FROM CHURCH STREET INTERSECTION TO 40 GREENSTONE TERRACE 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 5 $2,500.00 $12,500.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 25 $400.00 $10,000.00 6 ASPHALT CONCRETE TON 125 $350.00 $43,750.00
7 AGGREGATE BASE TON 75 $100.00 $7,500.00
8 ADJUST MANHOLE TO GRADE EACH 2 $2,500.00 $5,000.00
9 ADJUST WATER METER BOX TO GRADE EACH 1 $750.00 $750.00 10 ADJUST WATER VALVE BOX TO GRADE EACH 2 $750.00 $1,500.00 11 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
12 STORM DRAIN INLET EACH 1 $5,000.00 $5,000.00
13 12-INCH DIAMETER STORM DRAIN LF 120 $160.00 $19,200.00 14 REGRADE EXISTING DRAINAGE DITCH LF 500 $15.00 $7,500.00 15 CEMENT SLURRY BACKFILL CY 10 $200.00 $2,000.00
16 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $141,700.00
CONSTRUCTION CONTINGENCY (20%) $28,340.00
SURVEYING (5%) $7,085.00
ENGINEERING (10%) $14,170.00
CONSTRUCTION MANAGEMENT (15%) $21,255.00
TOTAL PROJECT COST $212,550.00
77 Section 9, Item B.
65 Project Title: Location:
Hanford Street Bicycle & Sidewalk
Improvements Spanish Street to Hanford House
Project Identified By:
Table 3.14 of the Circulation Element
(Project ID MM-2).
Work Description:
Install 2,450 LF of curb, gutter, and sidewalk
on west side of Hanford Street and 2”
asphalt concrete overlay on the west side of
Hanford Street for bicycle lane and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $1,378,275.00 $1,378,275.00
Construction Contingency (20%) $ 275,655.00
Surveying (5%) $ 68,913.75
Engineering (10%) $ 137,827.50
Construction Management (15%) $ 206,741.25
Subtotal $ 689,137.50
Total Estimated Cost (after project bid, at project award) $2,067,412.50 78 Section 9, Item B.
66 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
HANFORD STREET BICYCLE & SIDEWALK IMPROVEMENTS
FROM SPANISH STREET TO HANFORD HOUSE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 6 $2,500.00 $15,000.00
2 TRAFFIC CONTROL DAY 40 $2,500.00 $100,000.00
3 CLEARING & GRUBBING DAY 15 $5,000.00 $75,000.00
4 ASPHALT CONCRETE GRIND DAY 4 $6,000.00 $24,000.00
5 ASPHALT CONCRETE TON 850 $250.00 $212,500.00
6 AGGREGATE BASE TON 1,600 $100.00 $160,000.00
7 CONCRETE CURB & GUTTER LF 2,450 $50.00 $122,500.00
8 CONCRETE SIDEWALK SF 8,800 $16.00 $140,800.00
9 CONCRETE SIDEWALK AT DRIVEWAYS SF 3,200 $18.00 $57,600.00 10 CONCRETE ADA RAMP EACH 11 $5,000.00 $55,000.00
11 CONCRETE STEM WALL (0-2 FT.
HEIGHT) LF 1,075 $75.00 $80,625.00
12 CONCRETE RETAINING WALL LF 320 $200.00 $64,000.00
13 CONCRETE DRIVEWAY REST. SF 1,000 $16.00 $16,000.00
14 ASPHALT CONCRETE DRIVEWAY
REST. SF 3,000 $10.00 $30,000.00
15 MIDWEST GUARD RAIL LF 850 $100.00 $85,000.00
16 18-INCH DIAMETER STORM DRAIN LF 150 $200.00 $30,000.00 17 STORM DRAIN INLET EACH 6 $5,000.00 $30,000.00
18 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
19 ADJUST MANHOLE TO GRADE EACH 1 $2,500.00 $2,500.00
20 ADJUST WATER VALVE BOX TO
GRADE EACH 10 $750.00 $7,500.00
21 ADJUST WATER METER TO GRADE EACH 7 $750.00 $5,250.00 22 ADJUST WATER VAULT TO GRADE EACH 2 $5,000.00 $10,000.00 23 SIGNING AND STRIPING LS 1 $25,000.00 $25,000.00
24 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
25 CEMENT SLURRY BACKFILL CY 80 $200.00 $16,000.00
26 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $1,378,275.00
CONSTRUCTION CONTINGENCY (20%) $275,655.00
SURVEYING (5%) $68,913.75
ENGINEERING (10%) $137,827.50
CONSTRUCTION MANAGEMENT (15%) $206,741.25
TOTAL PROJECT COST $2,067,412.50
79 Section 9, Item B.
67 Project Title: Location:
South Main Street Rehabilitation Church Street to Sutter Hill Road Project Identified By:
City Staff. Project location was not listed in
Pavement Management Program Report.
Work Description:
Install 2” asphalt concrete for approximately
1,350 L.F. of road improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $249,500.00 $249,500.00
Construction Contingency (20%) $ 49,900.00
Surveying (5%) $ 12,475.00
Engineering (10%) $ 24,950.00
Construction Management (15%) $ 37,425.00
Subtotal $ 124,750.00
Total Estimated Cost (after project bid, at project award) $374,250.00 80 Section 9, Item B.
68 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SOUTH MAIN STREET REHABILITATION
FROM CHURCH STREET TO SUTTER HILL ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 3 $6,000.00 $18,000.00
5 ASPHALT CONCRETE TON 600 $250.00 $150,000.00
6 AGGREGATE BASE TON 100 $100.00 $10,000.00
7 ADJUST MANHOLE TO GRADE EACH 4 $2,500.00 $10,000.00
8 ADJUST WATER VALVE BOX TO GRADE EACH 2 $750.00 $1,500.00 9 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
10 REGRADE EXISTING DRAINAGE DITCH LF 1,000 $15.00 $15,000.00 CONSTRUCTION SUBTOTAL $249,500.00
CONSTRUCTION CONTINGENCY (20%) $49,900.00
SURVEYING (5%) $12,475.00
ENGINEERING (10%) $24,950.00
CONSTRUCTION MANAGEMENT (15%) $37,425.00
TOTAL PROJECT COST $374,250.00
81 Section 9, Item B.
69 Project Title: Location:
Hanford Street Rehabilitation Gopher Flat Road to Sutter Creek Trading Post Project Identified By:
City Staff. Project location was not listed in
Pavement Management Program Report.
Work Description:
Install 2” asphalt concrete for approximately
600 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $239,500.00 $239,500.00
Construction Contingency (20%) $ 47,900.00
Surveying (5%) $ 11,975.00
Engineering (10%) $ 23,950.00
Construction Management (15%) $ 35,925.00
Subtotal $ 119,750.00
Total Estimated Cost (after project bid, at project award) $359,250.00 82 Section 9, Item B.
70 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
HANFORD STREET REHABILITATION
FROM GOPHER FLAT ROAD TO SUTTER CREEK TRADING POST
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 300 $350.00 $105,000.00
6 ADJUST WATER VALVE BOX TO GRADE EACH 2 $750.00 $1,500.00 7 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
8 18-INCH DIAMETER STORM DRAIN LF 300 $200.00 $60,000.00 9 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
10 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $239,500.00
CONSTRUCTION CONTINGENCY (20%) $47,900.00
SURVEYING (5%) $11,975.00
ENGINEERING (10%) $23,950.00
CONSTRUCTION MANAGEMENT (15%) $35,925.00
TOTAL PROJECT COST $359,250.00
83 Section 9, Item B.
71 Project Title: Location:
Spanish Street Rehabilitation Main Street to North Amelia Street Project Identified By:
City Staff and Pavement Management
Program Report – Pavement Condition
Index (PCI) = 34-44.
Work Description:
Install 2” asphalt concrete for approximately
1,800 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $400,000.00 $400,000.00
Construction Contingency (20%) $ 80,000.00
Surveying (5%) $ 20,000.00
Engineering (10%) $ 40,000.00
Construction Management (15%) $ 60,000.00
Subtotal $ 200,000.00
Total Estimated Cost (after project bid, at project award) $600,000.00 84 Section 9, Item B.
72 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SPANISH STREET REHABILITATION
FROM MAIN STREET TO NORTH AMELIA STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 800 $250.00 $200,000.00
6 AGGREGATE BASE TON 75 $100.00 $7,500.00
7 ADJUST MANHOLE TO GRADE EACH 6 $2,500.00 $15,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 8 $750.00 $6,000.00 9 ADJUST WATER VALVE BOX TO GRADE EACH 20 $750.00 $15,000.00 10 18-INCH DIAMETER STORM DRAIN LF 300 $200.00 $60,000.00 11 STORM DRAIN INLET EACH 5 $5,000.00 $25,000.00
12 CEMENT SLURRY BACKFILL CY 30 $200.00 $6,000.00
13 UNSUITABLE MATERIAL CY 35 $100.00 $3,500.00
14 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $400,000.00
CONSTRUCTION CONTINGENCY (20%) $80,000.00
SURVEYING (5%) $20,000.00
ENGINEERING (10%) $40,000.00
CONSTRUCTION MANAGEMENT (15%) $60,000.00
TOTAL PROJECT COST $600,000.00
85 Section 9, Item B.
73 Project Title: Location:
Patricia Lane Microsurfacing Old Highway 49 to End of Street Project Identified By:
City Sanitary Sewer CIP indicates sanitary
sewer main replacement on this street. City
would resurface street after this work is
completed.
Work Description:
Install asphalt concrete dig outs for
approximately 15% of the roadway and
install microsurfacing for approximately
2,000 L.F. of road.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $188,000.00 $188,000.00
Construction Contingency (20%) $ 37,600.00
Surveying (5%) $ 9,400.00
Engineering (10%) $ 18,800.00
Construction Management (15%) $ 28,200.00
Subtotal $ 94,000.00
Total Estimated Cost (after project bid, at project award) $282,000.00 86 Section 9, Item B.
74 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
PATRICIA LANE 15% DIG OUTS & MICROSURFACING
FROM OLD HIGHWAY 49 TO END OF STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE TON 115 $350.00 $40,250.00
6 AGGREGATE BASE TON 20 $100.00 $2,000.00
7 MICROSURFACING SF 60,000 $1.75 $105,000.00
8 CONCRETE CURB & GUTTER LF 50 $50.00 $2,500.00
9 ADJUST WATER METER BOX TO GRADE EACH 2 $750.00 $1,500.00 10 ADJUST WATER VALVE BOX TO GRADE EACH 1 $750.00 $750.00 11 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $188,000.00
CONSTRUCTION CONTINGENCY (20%) $37,600.00
SURVEYING (5%) $9,400.00
ENGINEERING (10%) $18,800.00
CONSTRUCTION MANAGEMENT (15%) $28,200.00
TOTAL PROJECT COST $282,000.00
87 Section 9, Item B.
75 Project Title: Location:
Judy Drive Microsurfacing Entire Street
Project Identified By:
City Sanitary Sewer CIP indicates sanitary
sewer main replacement on this street. City
would resurface street after this work is
completed.
Work Description:
Install asphalt concrete dig outs for
approximately 15% of the roadway and
install microsurfacing for approximately
1,400 L.F. of road.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $142,500.00 $142,500.00
Construction Contingency (20%) $ 28,500.00
Surveying (5%) $ 7,125.00
Engineering (10%) $ 14,250.00
Construction Management (15%) $ 21,375.00
Subtotal $ 71,250.00
Total Estimated Cost (after project bid, at project award) $213,750.00 88 Section 9, Item B.
76 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
JUDY DRIVE 15% DIGOUTS & MICROSURFACING
ENTIRE STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE TON 75 $350.00 $26,250.00
6 AGGREGATE BASE TON 20 $100.00 $2,000.00
7 MICROSURFACING SF 40,000 $1.75 $70,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 3 $750.00 $2,250.00 9 ADJUST WATER VALVE BOX TO GRADE EACH 8 $750.00 $6,000.00 10 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $142,500.00
CONSTRUCTION CONTINGENCY (20%) $28,500.00
SURVEYING (5%) $7,125.00
ENGINEERING (10%) $14,250.00
CONSTRUCTION MANAGEMENT (15%) $21,375.00
TOTAL PROJECT COST $213,750.00
89 Section 9, Item B.
77 Project Title: Location:
Sutter Hill Road Rehabilitation Main Street to Eureka Road Project Identified By:
City Staff.
Work Description:
Install 2” asphalt concrete for approximately
2,250 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $468,750.00 $468,750.00
Construction Contingency (20%) $ 93,750.00
Surveying (5%) $ 23,437.50
Engineering (10%) $ 46,875.00
Construction Management (15%) $ 70,312.50
Subtotal $ 234,375.00
Total Estimated Cost (after project bid, at project award) $703,125.00 90 Section 9, Item B.
78 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SUTTER HILL ROAD REHABILITATION
FROM MAIN STREET TO EUREKA ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 8 $2,500.00 $20,000.00 2 TRAFFIC CONTROL DAY 12 $2,500.00 $30,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 100 $400.00 $40,000.00 6 ASPHALT CONCRETE TON 700 $250.00 $175,000.00
7 AGGREGATE BASE TON 150 $100.00 $15,000.00
8 ADJUST MANHOLE TO GRADE EACH 3 $2,500.00 $7,500.00
9 ADJUST WATER VALVE BOX TO GRADE EACH 3 $750.00 $2,250.00 10 18-INCH DIAMETER STORM DRAIN LF 310 $200.00 $62,000.00 11 CEMENT SLURRY BACKFILL CY 80 $200.00 $16,000.00
12 REGRADE EXISTING DRAINAGE DITCH LF 3,000 $15.00 $45,000.00 13 UNSUITABLE MATERIAL CY 100 $100.00 $10,000.00
14 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $468,750.00
CONSTRUCTION CONTINGENCY (20%) $93,750.00
SURVEYING (5%) $23,437.50
ENGINEERING (10%) $46,875.00
CONSTRUCTION MANAGEMENT (15%) $70,312.50
TOTAL PROJECT COST $703,125.00
91 Section 9, Item B.
79 Project Title: Location:
Old Ridge Road Rehabilitation Sutter Hill Road to Eureka Road Project Identified By:
City Staff.
Work Description:
Install 2” asphalt concrete for approximately
1,600 L.F. of road improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $200,750.00 $200,750.00
Construction Contingency (20%) $ 40,150.00
Surveying (5%) $ 10,037.50
Engineering (10%) $ 20,075.00
Construction Management (15%) $ 30,112.50
Subtotal $ 100,375.00
Total Estimated Cost (after project bid, at project award) $301,125.00 92 Section 9, Item B.
80 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
OLD RIDGE ROAD REHABILITATION
FROM SUTTER HILL ROAD TO EUREKA ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 50 $400.00 $20,000.00 6 ASPHALT CONCRETE TON 350 $350.00 $122,500.00
7 AGGREGATE BASE TON 50 $100.00 $5,000.00
8 ADJUST MANHOLE TO GRADE EACH 4 $2,500.00 $10,000.00
9 ADJUST WATER METER BOX TO GRADE EACH 3 $750.00 $2,250.00 10 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $200,750.00
CONSTRUCTION CONTINGENCY (20%) $40,150.00
SURVEYING (5%) $10,037.50
ENGINEERING (10%) $20,075.00
CONSTRUCTION MANAGEMENT (15%) $30,112.50
TOTAL PROJECT COST $301,125.00
93 Section 9, Item B.
81 Project Title: Location:
Church Street Rehabilitation Greenstone Terrace to City Limit Project Identified By:
City Staff.
Work Description:
Install 2” asphalt concrete for approximately
1,100 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $206,500.00 $206,500.00
Construction Contingency (20%) $ 41,300.00
Surveying (5%) $ 10,325.00
Engineering (10%) $ 20,650.00
Construction Management (15%) $ 30,975.50
Subtotal $ 103,250.00
Total Estimated Cost (after project bid, at project award) $309,750.00 94 Section 9, Item B.
82 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
CHURCH STREET REHABILITATION
FROM GREENSTONE TERRACE TO CITY LIMIT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE LEVELING
COURSE TON 80 $400.00 $32,000.00
6 ASPHALT CONCRETE TON 300 $350.00 $105,000.00
7 AGGREGATE BASE TON 75 $100.00 $7,500.00
8 REGRADE EXISTING DRAINAGE DITCH LF 1,000 $15.00 $15,000.00 9 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $206,500.00
CONSTRUCTION CONTINGENCY (20%) $41,300.00
SURVEYING (5%) $10,325.00
ENGINEERING (10%) $20,650.00
CONSTRUCTION MANAGEMENT (15%) $30,975.00
TOTAL PROJECT COST $309,750.00
95 Section 9, Item B.
83 Project Title: Location:
Badger Street Road Rehabilitation Badger Street Bridge Conform to Karsan Drive Project Identified By:
City Staff.
Work Description:
Mill and Fill 2” asphalt concrete for
approximately 1,300 L.F. of road and
drainage improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $259,500.00 $259,500.00
Construction Contingency (20%) $ 51,900.00
Surveying (5%) $ 12,975.00
Engineering (10%) $ 25,950.00
Construction Management (15%) $ 38,925.00
Subtotal $ 129,750.00
Total Estimated Cost (after project bid, at project award) $389,250.00 96 Section 9, Item B.
84 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
BADGER STREET ROAD REHABILITATION
FROM BRIDGE CONFORM TO KARSAN DRIVE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 450 $250.00 $112,500.00
6 AGGREGATE BASE TON 40 $100.00 $4,000.00
7 ADJUST MANHOLE TO GRADE EACH 2 $2,500.00 $5,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 7 $750.00 $5,250.00 9 ADJUST WATER VALVE BOX TO GRADE EACH 5 $750.00 $3,750.00 10 18-INCH DIAMETER STORM DRAIN LF 250 $200.00 $50,000.00 11 STORM DRAIN INLET EACH 4 $5,000.00 $20,000.00
12 FENCING LF 40 $50.00 $2,000.00
13 CEMENT SLURRY BACKFILL CY 20 $200.00 $4,000.00
14 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $259,500.00
CONSTRUCTION CONTINGENCY (20%) $51,900.00
SURVEYING (5%) $12,975.00
ENGINEERING (10%) $25,950.00
CONSTRUCTION MANAGEMENT (15%) $38,925.00
TOTAL PROJECT COST $389,250.00
97 Section 9, Item B.
85 Project Title: Location:
Gopher Flat Road Rehabilitation Main Street to Cole Street Project Identified By:
Table 3.14 of the Circulation Element
(Project ID MM-1).
Work Description:
Install 2” asphalt concrete for approximately
1,100 L.F. of road, drainage and ADA
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $539,250.00 $539,250.00
Construction Contingency (20%) $ 107,850.00
Surveying (5%) $ 26,962.50
Engineering (10%) $ 53,925.00
Construction Management (15%) $ 80,887.50
Subtotal $ 269,625.00
Total Estimated Cost (after project bid, at project award) $808,875.00 98 Section 9, Item B.
86 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
GOPHER FLAT REHABILITATION
FROM MAIN STREET TO COLE STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 4 $2,500.00 $10,000.00
2 TRAFFIC CONTROL DAY 30 $2,500.00 $75,000.00
3 CLEARING & GRUBBING DAY 5 $5,000.00 $25,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 600 $250.00 $150,000.00
6 AGGREGATE BASE TON 100 $100.00 $10,000.00
7 EARTHWORK LS 1 $10,000.00 $10,000.00
8 CONCRETE ADA RAMP EACH 5 $5,000.00 $25,000.00
9 12-INCH DIAMETER STORM DRAIN LF 200 $160.00 $32,000.00 10 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
11 RECONSTRUCT CONCRETE BOX
CULVERT LF 50 $2,000.00 $100,000.00
12 ADJUST MANHOLE TO GRADE EACH 7 $2,500.00 $17,500.00
13 ADJUST WATER VALVE BOX TO GRADE EACH 12 $750.00 $9,000.00 14 ADJUST WATER METER TO GRADE EACH 1 $750.00 $750.00
15 SIGNING AND STRIPING LS 1 $25,000.00 $25,000.00
16 TREE REMOVAL EACH 2 $5,000.00 $10,000.00
17 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
18 CEMENT SLURRY BACKFILL CY 50 $200.00 $10,000.00
19 UNSUITABLE MATERIAL CY 30 $100.00 $3,000.00
CONSTRUCTION SUBTOTAL $539,250.00
CONSTRUCTION CONTINGENCY (20%) $107,850.00
SURVEYING (5%) $26,962.50
ENGINEERING (10%) $53,925.00
CONSTRUCTION MANAGEMENT (15%) $80,887.50
TOTAL PROJECT COST $808,875.00
99 Section 9, Item B.
87 Project Title: Location:
Gopher Flat Road Widening &
Rehabilitation Cole Street to 248 Gopher Flat Road
Project Identified By:
Table 3.14 of the Circulation Element
(Project ID MM-1).
Work Description:
Install curb, gutter and sidewalk and widen
existing roadway to City Standards. Also
install 2” asphalt concrete for approximately
1,800 L.F. of road, drainage and ADA
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $1,776,450.00 $1,776,450.00
Construction Contingency (20%) $ 355,290.00
Surveying (5%) $ 88,822.50
Engineering (10%) $ 177,645.00
Construction Management (15%) $ 266,467.50
Subtotal $ 888,225.00
Environmental Document $ 50,000.00
Right of Way Acquisition $ 50,000.00
Total Estimated Cost (after project bid, at project award) $2,764,675.00 100
Section 9, Item B.
88 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
GOPHER FLAT ROAD WIDENING & REHABILITATION
FROM COLE STREET TO 248 GOPHER FLAT ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 10 $2,500.00 $25,000.00
2 TRAFFIC CONTROL DAY 80 $2,500.00 $200,000.00
3 CLEARING & GRUBBING DAY 10 $5,000.00 $50,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 1,200 $250.00 $300,000.00
6 AGGREGATE BASE TON 1,600 $100.00 $160,000.00
7 EARTHWORK LS 1 $250,000.00 $250,000.00
8 TREE REMOVAL EACH 15 $5,000.00 $75,000.00
9 CONCRETE CURB & GUTTER LF 2,000 $50.00 $100,000.00
10 CONCRETE SIDEWALK SF 7,000 $16.00 $112,000.00
11 CONCRETE SIDEWALK AT DRIVEWAYS SF 1,000 $18.00 $18,000.00 12 CONCRETE ADA RAMP EACH 1 $5,000.00 $5,000.00
13 CONCRETE STEM WALL (0-2 FT HT.) LF 380 $75.00 $28,500.00 14 REGRADE EXISTING DITCH LF 600 $15.00 $9,000.00
15 12-INCH DIAMETER STORM DRAIN LF 270 $160.00 $43,200.00 16 STORM DRAIN INLET EACH 6 $5,000.00 $30,000.00
17 ROCK SLOPE PROTECTION TON 100 $150.00 $15,000.00
18 ADJUST MANHOLE TO GRADE EACH 6 $2,500.00 $15,000.00
19 ADJUST WATER VALVE BOX TOGRADE EACH 3 $750.00 $2,250.00 20 ADJUST WATER METER TO GRADE EACH 6 $750.00 $4,500.00 21 RELOCATE FIRE HYDRANT EACH 1 $2,000.00 $2,000.00
22 FENCING LF 1,300 $50.00 $65,000.00
23 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
24 EROSION CONTROL DAY 4 $5,000.00 $20,000.00
25 CEMENT SLURRY BACKFILL CY 100 $200.00 $20,000.00
26 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
27 UTILITY POLE RELOCATION EACH 4 $50,000.00 $200,000.00 CONSTRUCTION SUBTOTAL $1,776,450.00
CONSTRUCTION CONTINGENCY (20%) $355,290.00
SURVEYING (5%) $88,822.50
ENGINEERING (10%) $177,645.00
CONSTRUCTION MANAGEMENT (15%) $266,467.50
ENVIRONMENTAL DOCUMENT $50,000.00
RIGHT OF WAY ACQUISITION $50,000.00
TOTAL PROJECT COST $2,764,675.00
101
Section 9, Item B.
89 Project Title: Location:
Gopher Flat Road Rehabilitation 248 Gopher Flat Road to Golden Hills Drive Project Identified By:
Table 3.14 of the Circulation Element
(Project ID MM-1).
Work Description:
Install 2” asphalt concrete for approximately
1,850 L.F. of road, drainage, sidewalk and
ADA improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $854,980.00 $854,980.00
Construction Contingency (20%) $ 170,996.00
Surveying (5%) $ 42,749.00
Engineering (10%) $ 85,498.00
Construction Management (15%) $ 128,247.00
Subtotal $ 427,490.00
Total Estimated Cost (after project bid, at project award) $1,282,470.00 102
Section 9, Item B.
90 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
GOPHER FLAT REHABILITATION
FROM 248 GOPHER FLAT ROAD TO GOLDEN HILLS DRIVE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 10 $2,500.00 $25,000.00
2 TRAFFIC CONTROL DAY 30 $2,500.00 $75,000.00
3 CLEARING & GRUBBING DAY 5 $5,000.00 $25,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE LEVELING
COURSE TON 360 $400.00 $144,000.00
6 ASPHALT CONCRETE TON 950 $250.00 $237,500.00
7 AGGREGATE BASE TON 100 $100.00 $10,000.00
8 EARTHWORK LS 1 $10,000.00 $10,000.00
9 CONCRETE SIDEWALK SF 3,000 $16.00 $48,000.00
10 CONCRETE SIDEWALK AT DRIVEWAYS SF 360 $18.00 $6,480.00 11 CONCRETE ADA RAMP EACH 5 $5,000.00 $25,000.00
12 REGRADE EXISTING DITCH LF 1,800 $15.00 $27,000.00
13 30-INCH DIAMETER STORM DRAIN LF 150 $240.00 $36,000.00 14 36-INCH DIAMETER STORM DRAIN LF 100 $260.00 $26,000.00 15 42-INCH DIAMETER STORM DRAIN LF 80 $300.00 $24,000.00 16 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
17 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
18 ADJUST MANHOLE TO GRADE EACH 8 $2,500.00 $20,000.00
19 ADJUST WATER VALVE BOX TO GRADE EACH 18 $750.00 $13,500.00 20 ADJUST WATER METER TO GRADE EACH 2 $750.00 $1,500.00 21 ADJUST WATER VAULT TO GRADE EACH 1 $5,000.00 $5,000.00 22 RELOCATE FIRE HYDRANT EACH 1 $2,000.00 $2,000.00
23 SIGNING AND STRIPING LS 1 $25,000.00 $25,000.00
24 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
25 CEMENT SLURRY BACKFILL CY 120 $200.00 $24,000.00
26 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
CONSTRUCTION SUBTOTAL $854,980.00
CONSTRUCTION CONTINGENCY (20%) $170,996.00
SURVEYING (5%) $42,749.00
ENGINEERING (10%) $85,498.00
CONSTRUCTION MANAGEMENT (15%) $128,247.00
TOTAL PROJECT COST $1,282,470.00
103
Section 9, Item B.
91 Project Title: Location:
Valley View Rehabilitation SR 49 to end of Street
Project Identified By:
City Council and Table 3.14 of the
Circulation Element (Project ID MM-22).
Work Description:
Install 2” asphalt concrete for approximately
1,200 L.F. of road, drainage, striping and
ADA improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $359,560.00 $359,560.00
Construction Contingency (20%) $ 71,912.00
Surveying (5%) $ 17,978.00
Engineering (10%) $ 35,956.00
Construction Management (15%) $ 53,934.00
Subtotal $ 179,780.00
Total Estimated Cost (after project bid, at project award) $ 539,340.00 104
Section 9, Item B.
92 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
VALLEY VIEW REHABILITATION
FROM STATE ROUTE 49 TO END OF ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 225 $400.00 $90,000.00 6 ASPHALT CONCRETE TON 450 $250.00 $112,500.00
7 AGGREGATE BASE TON 20 $100.00 $2,000.00
8 CONCRETE CURB & GUTTER LF 30 $50.00 $1,500.00
9 CONCRETE SIDEWALK SF 160 $16.00 $2,560.00
10 CONCRETE ADA RAMP EACH 3 $5,000.00 $15,000.00
11 18-INCH DIAMETER STORM DRAIN LF 250 $200.00 $50,000.00 12 STORM DRAIN INLET EACH 1 $5,000.00 $5,000.00
13 ADJUST MANHOLE TO GRADE EACH 4 $2,500.00 $10,000.00
14 ADJUST WATER VALVE BOX TO GRADE EACH 12 $750.00 $9,000.00 15 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
16 CEMENT SLURRY BACKFILL CY 50 $200.00 $10,000.00
17 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $359,560.00
CONSTRUCTION CONTINGENCY (20%) $71,912.00
SURVEYING (5%) $17,978.00
ENGINEERING (10%) $35,956.00
CONSTRUCTION MANAGEMENT (15%) $53,934.00
TOTAL PROJECT COST $539,340.00
105
Section 9, Item B.
93 Project Title: Location:
Bowers Drive Rehabilitation Valley View to SR 104
Project Identified By:
City Council and Table 3.14 of the
Circulation Element (Project ID MM-23).
Work Description:
Install 2” asphalt concrete for approximately
1,200 L.F. of road, drainage, striping and
ADA improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $349,750.00 $349,750.00
Construction Contingency (20%) $ 69,950.00
Surveying (5%) $ 17,487.50
Engineering (10%) $ 34,975.00
Construction Management (15%) $ 52,462.50
Subtotal $ 174,875.00
Total Estimated Cost (after project bid, at project award) $ 524,625.00 106
Section 9, Item B.
94 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
BOWERS DRIVE REHABILITATION
FROM STATE ROUTE 104 TO VALLEY VIEW
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 200 $400.00 $80,000.00 6 ASPHALT CONCRETE TON 400 $250.00 $100,000.00
7 AGGREGATE BASE TON 20 $100.00 $2,000.00
8 CONCRETE ADA RAMP EACH 4 $5,000.00 $20,000.00
9 18-INCH DIAMETER STORM DRAIN LF 300 $200.00 $60,000.00 10 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
11 ADJUST MANHOLE TO GRADE EACH 2 $2,500.00 $5,000.00
12 ADJUST WATER VALVE BOX TO GRADE EACH 5 $750.00 $3,750.00 13 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
14 CEMENT SLURRY BACKFILL CY 60 $200.00 $12,000.00
15 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $349,750.00
CONSTRUCTION CONTINGENCY (20%) $69,950.00
SURVEYING (5%) $17,487.50
ENGINEERING (10%) $34,975.00
CONSTRUCTION MANAGEMENT (15%) $52,462.50
TOTAL PROJECT COST $524,625.00
107
Section 9, Item B.
95 Project Title: Location:
Fifield Alley / Keyes St. / Hayden Alley
Rehabilitation Main Street to Spanish Street
Project Identified By:
City Staff.
Work Description:
Install 2” asphalt concrete for approximately
1,100 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $270,300.00 $270,300.00
Construction Contingency (20%) $ 54,060.00
Surveying (5%) $ 13,515.00
Engineering (10%) $ 27,030.00
Construction Management (15%) $ 40,545.00
Subtotal $ 135,150.00
Total Estimated Cost (after project bid, at project award) $ 405,450.00 108
Section 9, Item B.
96 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
FIFIELD ALLEY / KEYES ST. / HAYDEN ALLEY REHABILITATION 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 5 $2,500.00 $12,500.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 150 $400.00 $60,000.00 6 ASPHALT CONCRETE TON 350 $250.00 $87,500.00
7 AGGREGATE BASE TON 50 $100.00 $5,000.00
8 CONCRETE CURB & GUTTER LF 100 $50.00 $5,000.00
9 CONCRETE SIDEWALK SF 300 $16.00 $4,800.00
10 18-INCH DIAMETER STORM DRAIN LF 150 $200.00 $30,000.00 11 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
12 ADJUST MANHOLE TO GRADE EACH 6 $2,500.00 $15,000.00
13 ADJUST WATER METER TO GRADE EACH 4 $750.00 $3,000.00 14 ADJUST WATER VALVE BOX TO GRADE EACH 6 $750.00 $4,500.00 15 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
16 CEMENT SLURRY BACKFILL CY 30 $200.00 $6,000.00
17 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $270,300.00
CONSTRUCTION CONTINGENCY (20%) $54,060.00
SURVEYING (5%) $13,515.00
ENGINEERING (10%) $27,030.00
CONSTRUCTION MANAGEMENT (15%) $40,545.00
TOTAL PROJECT COST $405,450.00
109
Section 9, Item B.
97 Project Title: Location:
Main St. Sidewalk Replacement – Loc #1 East side of Main Street between Gopher Flat Road and Randolph Street and North Randolph Street to Boston Alley Project Identified By:
City Staff.
Work Description:
Remove and replace portions of concrete
sidewalk that are damaged including stairs
that are out of compliance with the building
code. Will also include installing ADA
ramp(s).
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $130,200.00 $ 130,200.00
Construction Contingency (20%) $ 26,040.00
Surveying (5%) $ 6,510.00
Engineering (10%) $ 13,020.00
Construction Management (15%) $ 19,530.00
Subtotal $ 65,100.00
Total Estimated Cost (after project bid, at project award) $195,300.00 110
Section 9, Item B.
98 CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - EAST SIDE BETWEEN GOPHER FLAT/RANDOLPH & NORTH SIDE RANDOLPH 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 9 $2,500.00 $22,500.00
3 CLEARING & GRUBBING DAY 7 $5,000.00 $35,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 55 $100.00 $5,500.00
6 CONCRETE SIDEWALK SF 1,150 $16.00 $18,400.00
7 CONCRETE STAIRS SF 14 $200.00 $2,800.00
8 RAILING LF 30 $300.00 $9,000.00
9 ADA RAMP EA 1 $5,000.00 $5,000.00
10 TREE REMOVAL EA 1 $5,000.00 $5,000.00
11 CONCRETE RETAINING WALL LF 10 $200.00 $2,000.00
12 DRAINAGE INLET EA 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $130,200.00
CONSTRUCTION CONTINGENCY (20%) $26,040.00
SURVEYING (5%) $6,510.00
ENGINEERING (10%) $13,020.00
CONSTRUCTION MANAGEMENT (15%) $19,530.00
TOTAL PROJECT COST $195,300.00
111
Section 9, Item B.
99 Project Title: Location:
Main St. Sidewalk Replacement – Loc #2 East side of Main Street between Randolph Street and Eureka Street
Project Identified By:
City Staff.
Work Description:
Remove and replace portions of concrete
sidewalk that are damaged including stairs
that are out of compliance with the building
code. Will also include installing ADA
ramp(s).
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $197,000.00 $ 197,000.00
Construction Contingency (20%) $ 39,400.00
Surveying (5%) $ 9,850.00
Engineering (10%) $ 19,700.00
Construction Management (15%) $ 29,550.00
Subtotal $ 98,500.00
Total Estimated Cost (after project bid, at project award) $295,500.00 112
Section 9, Item B.
100
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - EAST SIDE BETWEEN RANDOLPH ST. & EUREKA ST. 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 8 $5,000.00 $40,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 70 $100.00 $7,000.00
6 CONCRETE SIDEWALK SF 950 $16.00 $15,200.00
7 CONCRETE STAIRS SF 254 $200.00 $50,800.00
8 RAILING LF 80 $300.00 $24,000.00
9 ADA RAMP EA 1 $5,000.00 $5,000.00
10 RELOCATE STREET LIGHT EA 1 $20,000.00 $20,000.00
CONSTRUCTION SUBTOTAL $197,000.00
CONSTRUCTION CONTINGENCY (20%) $39,400.00
SURVEYING (5%) $9,850.00
ENGINEERING (10%) $19,700.00
CONSTRUCTION MANAGEMENT (15%) $29,550.00
TOTAL PROJECT COST $295,500.00
113
Section 9, Item B.
101
Project Title: Location:
Main St. Sidewalk Replacement – Loc #3 West side of Main Street between Church Street and Nickerson Street
Project Identified By:
City Staff.
Work Description:
Remove and replace portions of concrete
sidewalk that are damaged. Will also
include installing ADA ramp(s).
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $100,050.00 $ 100,050.00
Construction Contingency (20%) $ 20,010.00
Surveying (5%) $ 5,002.50
Engineering (10%) $ 10,005.00
Construction Management (15%) $ 15,007.50
Subtotal $ 50,025.00
Total Estimated Cost (after project bid, at project award) $150,075.00 114
Section 9, Item B.
102
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - WEST SIDE BETWEEN CHURCH ST. & NICKERSON ST. 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 3 $2,500.00 $7,500.00 2 TRAFFIC CONTROL DAY 7 $2,500.00 $17,500.00
3 CLEARING & GRUBBING DAY 7 $5,000.00 $35,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 35 $100.00 $3,500.00
6 CONCRETE SIDEWALK SF 550 $16.00 $8,800.00
7 CONCRETE CURB & GUTTER LF 40 $50.00 $2,000.00
8 CONCRETE STEM WALL LF 30 $75.00 $2,250.00
9 ADA RAMP EA 2 $5,000.00 $10,000.00
10 ASPHALT CONCRETE TON 10 $350.00 $3,500.00
CONSTRUCTION SUBTOTAL $100,050.00
CONSTRUCTION CONTINGENCY (20%) $20,010.00
SURVEYING (5%) $5,002.50
ENGINEERING (10%) $10,005.00
CONSTRUCTION MANAGEMENT (15%) $15,007.50
TOTAL PROJECT COST $150,075.00
115
Section 9, Item B.
103
Project Title: Location:
Main St. Sidewalk Replacement – Loc #4 West side of Main Street between Fifield Alley and Keyes Street
Project Identified By:
City Staff.
Work Description:
Remove and replace portions of concrete
sidewalk that are damaged including stairs
that are out of compliance with the building
code.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $110,208.00 $ 110,208.00
Construction Contingency (20%) $ 22,041.60
Surveying (5%) $ 5,510.40
Engineering (10%) $ 11,020.80
Construction Management (15%) $ 16,531.20
Subtotal $ 55,104.00
Total Estimated Cost (after project bid, at project award) $165,312.00 116
Section 9, Item B.
104
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - WEST SIDE BETWEEN FIEFIELD ALLEY & KEYES ST. 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 40 $100.00 $4,000.00
6 CONCRETE SIDEWALK SF 488 $16.00 $7,808.00
7 CONCRETE STAIRS SF 142 $200.00 $28,400.00
8 RAILING LF 50 $300.00 $15,000.00
CONSTRUCTION SUBTOTAL $110,208.00
CONSTRUCTION CONTINGENCY (20%) $22,041.60
SURVEYING (5%) $5,510.40
ENGINEERING (10%) $11,020.80
CONSTRUCTION MANAGEMENT (15%) $16,531.20
TOTAL PROJECT COST $165,312.00
117
Section 9, Item B.
105
Project Title: Location:
Main St. Sidewalk Replacement – Loc #5 West side of Main Street between Sutter Creek Inn/Foxes Inn to Hayden Alley
Project Identified By:
City Staff.
Work Description:
Remove and replace portions of sidewalk
that are damaged. Also, will include
replacing wood boards on retaining wall at
road level.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $125,240.00 $ 125,240.00
Construction Contingency (20%) $ 25,048.00
Surveying (5%) $ 6,262.00
Engineering (10%) $ 12,524.00
Construction Management (15%) $ 18,786.00
Subtotal $ 62,620.00
Total Estimated Cost (after project bid, at project award) $187,860.00 118
Section 9, Item B.
106
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - WEST SIDE IN FRONT OF SUTTER CREEK INN/FOXES INN TO HAYDEN ALLEY 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 6 $2,500.00 $15,000.00 2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 8 $5,000.00 $40,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 40 $100.00 $4,000.00
6 CONCRETE SIDEWALK SF 1,140 $16.00 $18,240.00
7 ADJUST WATER METER BOX TO GRADE EA 2 $750.00 $1,500.00 8 REPLACE WOOD BOARDS LF 230 $50.00 $11,500.00
CONSTRUCTION SUBTOTAL $125,240.00
CONSTRUCTION CONTINGENCY (20%) $25,048.00
SURVEYING (5%) $6,262.00
ENGINEERING (10%) $12,524.00
CONSTRUCTION MANAGEMENT (15%) $18,786.00
TOTAL PROJECT COST $187,860.00
119
Section 9, Item B.
107
Project Title: Location:
Concrete Walking Path Main Street from Miner’s Bend to Sutter Hill Road adjacent to Campbell Landscape Materials
Project Identified By:
Table 3.14 of the Circulation Element
(Project ID MM-13 and a portion of Project
ID MM-16).
Work Description:
Install curb, gutter, sidewalk and drainage
improvements along Sutter Hill Road and
concrete sidewalk along Main Street
including ADA ramps.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $648,200.00 $ 648,200.00
Construction Contingency (20%) $ 129,640.00
Surveying (5%) $ 32,410.00
Engineering (10%) $ 64,820.00
Construction Management (15%) $ 97,230.00
Subtotal $ 324,100.00
Total Estimated Cost (after project bid, at project award) $972,300.00 120
Section 9, Item B.
108
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
CONCRETE WALKING PATH
MAIN STREET AT MINER'S BEND TO SUTTER HILL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 40 $2,500.00 $100,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 EARTHWORK LS 1 $50,000.00 $50,000.00
5 AGGREGATE BASE TON 400 $100.00 $40,000.00
6 ASPHALT CONCRETE TON 100 $350.00 $35,000.00
7 CONCRETE SIDEWALK SF 5,200 $16.00 $83,200.00
8 CONCRETE CURB AND GUTTER LF 1,300 $50.00 $65,000.00
9 ADA RAMP EA 4 $5,000.00 $20,000.00
10 36-INCH DIAMETER STORM DRAIN LF 500 $260.00 $130,000.00 11 CEMENT SLURRY BACKFILL CY 100 $200.00 $20,000.00
12 CONCRETE S.D. JUNCTION BOX EA 1 $20,000.00 $20,000.00 13 DRAINAGE INLET EA 2 $5,000.00 $10,000.00
14 TREE REMOVAL EA 5 $5,000.00 $25,000.00
15 SIGNING & STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $648,200.00
CONSTRUCTION CONTINGENCY (20%) $129,640.00
SURVEYING (5%) $32,410.00
ENGINEERING (10%) $64,820.00
CONSTRUCTION MANAGEMENT (15%) $97,230.00
TOTAL PROJECT COST $972,300.00
121
Section 9, Item B.
109
Project Title: Location:
Restroom–10’x24’ at Boitano Parking Lot Northeast corner of Boitano Parking Lot Project Identified By:
City Staff.
Work Description:
Install a 10’ wide x 24’ long restroom at the
northeast corner of the Boitano Parking Lot.
The bathroom would be similar to the
existing bathroom at Minnie Provis Park.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $214,500.00 $ 214,500.00
Construction Contingency (20%) $ 42,900.00
Surveying (5%) $ 10,725.00
Engineering (10%) $ 21,450.00
Construction Management (15%) $ 32,175.00
Subtotal $ 107,250.00
Total Estimated Cost (after project bid, at project award) $321,750.00 122
Section 9, Item B.
110
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
10 FT. BY 24 FT. RESTROOM
BOITANO PARKING LOT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
3 TRAFFIC CONTROL DAY 2 $2,500.00 $5,000.00
4 FOUNDATION DAY 2 $5,000.00 $10,000.00
5 ROUGH CARPENTRY DAY 5 $5,000.00 $25,000.00
6 FINISH CARPENTRY DAY 4 $5,000.00 $20,000.00
7 ELECTRICAL DAY 3 $5,000.00 $15,000.00
8 PLUMBING DAY 5 $5,000.00 $25,000.00
9 SIDING/ROOFING DAY 5 $5,000.00 $25,000.00
10 PAINTING/FINISHING DAY 2 $5,000.00 $10,000.00
11 POWER SUPPLY LS 1 $25,000.00 $25,000.00
12 WATER METER LS 1 $25,000.00 $25,000.00
13 WATER/SEWER SERVICES LF 280 $50.00 $14,000.00
14 SANITARY SEWER MANHOLE EACH 1 $8,000.00 $8,000.00
CONSTRUCTION SUBTOTAL $214,500.00
CONSTRUCTION CONTINGENCY (20%) $42,900.00
SURVEYING (5%) $10,725.00
ENGINEERING (10%) $21,450.00
CONSTRUCTION MANAGEMENT (15%) $32,175.00
TOTAL PROJECT COST $321,750.00
123
Section 9, Item B.
111
Project Title: Location:
Solar Power at City Hall – Roof Option City Hall Roof
Project Identified By:
City Staff.
Work Description:
Install solar panels on City Hall Roof to
offset power useage at City Hall.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $250,000.00 $ 250,000.00
Construction Contingency (20%) $ 50,000.00
Engineering (10%) $ 25,000.00
Construction Management (15%) $ 37,500.00
Subtotal $ 112,500.00
Total Estimated Cost (after project bid, at project award) $362,500.00 124
Section 9, Item B.
112
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
LEASED SOLAR POWER AT CITY HALL – ROOF OPTION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 LEASED SOLAR PANELS AT ROOF LS 1 $247,500 $247,500.00 CONSTRUCTION SUBTOTAL $250,000.00
CONSTRUCTION CONTINGENCY (20%) $50,000.00
ENGINEERING (10%) $25,000.00
CONSTRUCTION MANAGEMENT (15%) $37,500.00
TOTAL PROJECT COST $362,500.00
125
Section 9, Item B.
113
Project Title: Location:
Solar Power at City Hall – Parking Lot
with Carports City Hall Parking Lot
Project Identified By:
City Staff.
Work Description:
Install solar panels at City Hall Parking Lot
with carports to offset power useage at City
Hall.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $307,400.00 $ 307,400.00
Construction Contingency (20%) $ 61,480.00
Engineering (10%) $ 30,740.00
Construction Management (15%) $ 46,110.00
Subtotal $ 138,330.00
Total Estimated Cost (after project bid, at project award) $445,730.00 126
Section 9, Item B.
114
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SOLAR POWER AT CITY HALL PARKING LOT WITH CARPORTS
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 SOLAR PANELS AT ROOF KW 67,200 $4.50 $302,400.00
CONSTRUCTION SUBTOTAL $307,400.00
CONSTRUCTION CONTINGENCY (20%) $61,480.00
ENGINEERING (10%) $30,740.00
CONSTRUCTION MANAGEMENT (15%) $46,110.00
TOTAL PROJECT COST $445,730.00
127
Section 9, Item B.
115
Project Title: Location:
Solar Power at Community Center Community Center Roof
Project Identified By:
City Staff.
Work Description:
Install solar panels on Community Center
Roof to offset power useage at Community
Center.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $175,000.00 $ 175,000.00
Construction Contingency (20%) $ 35,000.00
Engineering (10%) $ 17,500.00
Construction Management (15%) $ 26,250.00
Subtotal $ 78,750.00
Total Estimated Cost (after project bid, at project award) $253,750.00 128
Section 9, Item B.
116
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
LEASED SOLAR POWER AT COMMUNITY CENTER ROOF
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 LEASED SOLAR PANELS AT ROOF LS 1 $172,500 $172,500.00 CONSTRUCTION SUBTOTAL $175,000.00
CONSTRUCTION CONTINGENCY (20%) $35,000.00
ENGINEERING (10%) $17,500.00
CONSTRUCTION MANAGEMENT (15%) $26,250.00
TOTAL PROJECT COST $253,750.00
129
Section 9, Item B.
117
Project Title: Location:
Street Lights on Main Street Main Street
Project Identified By:
City Staff.
Work Description:
Install 7 new street lights to match the new
street lights at the Main Street Bridge.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $125,000.00 $ 125,000.00
Construction Contingency (20%) $ 25,000.00
Surveying (5%) $ 6,250.00
Engineering (10%) $ 12,500.00
Construction Management (15%) $ 18,750.00
Subtotal $ 62,500.00
Total Estimated Cost (after project bid, at project award) $187,500.00 130
Section 9, Item B.
118
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
REMOVE AND REPLACE 7 STREET LIGHTS ON MAIN STREET
TO MATCH NEW STREET LIGHTS AT MAIN STREET BRIDGE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
3 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
4 ELECTRICAL DAY 4 $5,000.00 $20,000.00
5 STREET LIGHTS EACH 7 $10,000.00 $70,000.00
CONSTRUCTION SUBTOTAL $125,000.00
CONSTRUCTION CONTINGENCY (20%) $25,000.00
SURVEYING (5%) $6,250.00
ENGINEERING (10%) $12,500.00
CONSTRUCTION MANAGEMENT (15%) $18,750.00
TOTAL PROJECT COST $187,500.00
131
Section 9, Item B.
119
Project Title: Location:
Gateway Improvement Project Northwest intersection of SR49/Old State Route 49 Project Identified By:
City Staff.
Work Description:
Develop the City’s property with a new
gateway project. This would include
installing an asphalt concrete walking path,
drainage improvements, a new monument
sign and landscaping.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $500,000.00 $ 500,000.00
Construction Contingency (20%) $ 100,000.00
Surveying (5%) $ 25,000.00
Engineering (10%) $ 50,000.00
Construction Management (15%) $ 75,000.00
Subtotal $ 250,000.00
Architectural Plan $ 50,000.00
Environmental Document $ 20,000.00
Total Estimated Cost (after project bid, at project award) $820,000.00 132
Section 9, Item B.
120
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
GATEWAY IMPROVEMENTS
NORTHWEST OF INTERSECTION OF SR49/OLD ROUTE 49
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 2 $2,500.00 $5,000.00
2 TRAFFIC CONTROL DAY 20 $2,500.00 $50,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE TON 100 $350.00 $35,000.00
5 AGGREGATE BASE TON 230 $100.00 $23,000.00
6 EARTHWORK LS 1 $75,000.00 $75,000.00
7 12-INCH DIAMETER STORM DRAIN LF 150 $160.00 $24,000.00 8 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
9 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
10 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
11 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
12 POWER SUPPLY LS 1 $25,000.00 $25,000.00
13 ELECTRICAL DAY 10 $5,000.00 $50,000.00
14 WATER METER LS 1 $25,000.00 $25,000.00
15 LANDSCAPING/PLANTING/IRRIGATION LS 1 $75,000.00 $75,000.00 16 MONUMENT SIGN LS 1 $60,000.00 $60,000.00
17 CALTRANS PERMIT COMPLIANCE LS 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $500,000.00
CONSTRUCTION CONTINGENCY (20%) $100,000.00
SURVEYING (5%) $25,000.00
ENGINEERING (10%) $50,000.00
CONSTRUCTION MANAGEMENT (15%) $75,000.00
ARCHITECTURAL PLAN LS 1 $50,000.00 $50,000.00
ENVIRONMENTAL DOCUMENT LS 1 $20,000.00 $20,000.00
TOTAL PROJECT COST $ 820,000.00
133
Section 9, Item B.
121
Project Title: Location:
Johnson Property Trail Johnson Property from Connie Lane to Sutter Hill Road Project Identified By:
City Staff.
Work Description:
Install an 8 foot wide aggregate base
walking trail through the Johnson property to
assist with pedestrian access through town.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $286,000.00 $ 286,000.00
Construction Contingency (20%) $ 57,200.00
Surveying (5%) $ 14,300.00
Engineering (10%) $ 28,600.00
Construction Management (15%) $ 42,900.00
Subtotal $ 143,000.00
Preliminary Plan Alternatives $ 25,000.00
Environmental Document $ 20,000.00
Total Estimated Cost (after project bid, at project award) $474,000.00 134
Section 9, Item B.
122
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
JOHNSON PROPERTY TRAIL
CONNIE LANE TO SUTTER HILL ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 2 $2,500.00 $5,000.00
2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 TREE REMOVAL EACH 10 $5,000.00 $50,000.00
5 AGGREGATE BASE TON 400 $100.00 $40,000.00
6 EARTHWORK LS 1 $75,000.00 $75,000.00
7 STORM DRAINAGE LS 1 $25,000.00 $25,000.00
8 ROCK SLOPE PROTECTION TON 40 $150.00 $6,000.00
9 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
10 FENCING LF 200 $50.00 $10,000.00
11 BENCHES EACH 4 $2,500.00 $10,000.00
CONSTRUCTION SUBTOTAL $286,000.00
CONSTRUCTION CONTINGENCY (20%) $57,200.00
SURVEYING (5%) $14,300.00
ENGINEERING (10%) $28,600.00
CONSTRUCTION MANAGEMENT (15%) $42,900.00
PRELIMINARY PLAN ALTERNATIVES LS 1 $25,000.00 $25,000.00 ENVIRONMENTAL DOCUMENT LS 1 $20,000.00 $20,000.00
TOTAL PROJECT COST $474,000.00
135
Section 9, Item B.
123
Project Title: Location:
Central Eureka Mine Walking Trail Central Eureka Mine
Project Identified By:
City Staff.
Work Description:
Cap the existing contaminated material and
install an 8-foot-wide aggregate base
walking trail thru the Central Eureka Mine
property. Also install a small parking area.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $385,000.00 $ 385,000.00
Construction Contingency (20%) $ 77,000.00
Surveying (5%) $ 19,250.00
Engineering (10%) $ 38,500.00
Construction Management (15%) $ 57,750.00
Subtotal $ 192,500.00
Geotechnical Removal Action Workplan $ 50,000.00
Total Estimated Cost (after project bid, at project award) $627,500.00 136
Section 9, Item B.
124
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
CENTRAL EUREKA MINE WALKING TRAIL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 TREE REMOVAL EACH 10 $5,000.00 $50,000.00
5 IMPORT FILL CY 500 $100.00 $50,000.00
6 AGGREGATE BASE TON 150 $100.00 $15,000.00
7 ASPHALT CONCRETE TON 100 $350.00 $35,000.00
8 CONCRETE STAIRS SF 100 $200.00 $20,000.00
9 STORM DRAINAGE LS 1 $25,000.00 $25,000.00
10 ROCK SLOPE PROTECTION TON 40 $150.00 $6,000.00
11 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
12 FENCING LF 900 $50.00 $45,000.00
13 UTILITY POLE RELOCATION EACH 1 $50,000.00 $50,000.00 14 GATE EACH 1 $1,500.00 $1,500.00
15 INFORMATIVE SIGNS EACH 7 $2,500.00 $17,500.00
16 BENCHES EACH 4 $2,500.00 $10,000.00
CONSTRUCTION SUBTOTAL $385,000.00
CONSTRUCTION CONTINGENCY (20%) $77,000.00
SURVEYING (5%) $19,250.00
ENGINEERING (10%) $38,500.00
CONSTRUCTION MANAGEMENT (15%) $57,750.00
GEOTECHNICAL REMOVAL ACTION
WORKPLAN LS 1 $50,000.00 $50,000.00
TOTAL PROJECT COST $627,500.00
137
Section 9, Item B.
125
Project Title: Location:
Additional City Parking Lot TBD
Project Identified By:
City Staff.
Work Description:
Install an asphalt concrete parking lot on
property donated or shared to the City.
Exact location is not determined at this time,
but assumed to be approximately 30,000
square feet.
TBD
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $586,400.00 $ 586,400.00
Construction Contingency (20%) $ 117,280.00
Surveying (5%) $ 29,320.00
Engineering (10%) $ 58,640.00
Construction Management (15%) $ 87,960.00
Subtotal $ 293,200.00
Architectural Plan $ 50,000.00
Environmental Document $ 20,000.00
Total Estimated Cost (after project bid, at project award) $949,600.00 138
Section 9, Item B.
126
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
ADDITIONAL PARKING LOT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE TON 500 $250.00 $125,000.00
5 AGGREGATE BASE TON 1,100 $100.00 $110,000.00
6 EARTHWORK LS 1 $75,000.00 $75,000.00
7 12-INCH DIAMETER STORM DRAIN LF 150 $160.00 $24,000.00 8 STORM DRAIN INLET EACH 4 $5,000.00 $20,000.00
9 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
10 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
11 CONCRETE CURB & GUTTER LF 1,500 $50.00 $75,000.00
12 CONCRETE DRIVEWAY DAY 150 $16.00 $2,400.00
13 WATER METER LS 1 $25,000.00 $25,000.00
14 LANDSCAPING/PLANTING/IRRIGATION LS 1 $75,000.00 $75,000.00 CONSTRUCTION SUBTOTAL $586,400.00
CONSTRUCTION CONTINGENCY (20%) $117,280.00
SURVEYING (5%) $29,320.00
ENGINEERING (10%) $58,640.00
CONSTRUCTION MANAGEMENT (15%) $87,960.00
ARCHITECTURAL PLAN LS 1 $50,000.00 $50,000.00
ENVIRONMENTAL DOCUMENT LS 1 $20,000.00 $20,000.00
TOTAL PROJECT COST $949,600.00
139
Section 9, Item B.
127
Project Title: Location:
Restroom – 8’x8’ at Bryson Park Northeast corner of Bryson Park Project Identified By:
City Staff.
Work Description:
Install a 8’ wide x 8’ long restroom at Bryson
Park.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $60,000.00 $ 60,000.00
Construction Contingency (20%) $ 12,000.00
Surveying (5%) $ 3,000.00
Engineering (10%) $ 6,000.00
Construction Management (15%) $ 9,000.00
Subtotal $ 30,000.00
Total Estimated Cost (after project bid, at project award) $ 90,000.00 140
Section 9, Item B.
128
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
8 FT. BY 8 FT. RESTROOM
BRYSON PARK
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
2 FOUNDATION DAY 2 $5,000.00 $10,000.00
3 ROUGH CARPENTRY DAY 1 $5,000.00 $5,000.00
4 FINISH CARPENTRY DAY 1 $5,000.00 $5,000.00
5 ELECTRICAL DAY 1 $5,000.00 $5,000.00
6 PLUMBING DAY 2 $5,000.00 $10,000.00
7 SIDING/ROOFING DAY 1 $5,000.00 $5,000.00
8 PAINTING/FINISHING DAY 3 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $60,000.00
CONSTRUCTION CONTINGENCY (20%) $12,000.00
SURVEYING (5%) $3,000.00
ENGINEERING (10%) $6,000.00
CONSTRUCTION MANAGEMENT (15%) $9,000.00
TOTAL PROJECT COST $90,000.00
141
Section 9, Item B.
129
Project Title: Location:
New City Hall TBD
Project Identified By:
City Staff.
Work Description:
Construct a new 3,600 square foot building
and install an asphalt concrete parking lot
with drainage, utilities, landscaping and
irrigation. Exact location is not determined
at this time.
TBD
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $5,000,000.00 $ 5,000,000.00
Construction Contingency (20%) $ 1,000,000.00
Surveying (5%) $ 250,000.00
Engineering (10%) $ 500,000.00
Architectural (10%) $ 500,000.00
Construction Management (15%) $ 750,000.00
Subtotal $ 3,000,000.00
Right of Way Acquisition $ 500,000.00
Environmental Document $ 200,000.00
Total Estimated Cost (after project bid, at project award) $8,700,000.00 142
Section 9, Item B.
130
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
NEW CITY HALL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 NEW 3,600 S.F. BUILDING LS 1 $4,000,000.00 $4,000,000.00 2 PARKING LOT WITH
DRAINAGE, UTILITIES,
LANDSCAPING & IRRIGATION
LS 1 $1,000,000.00 $1,000,000.00
CONSTRUCTION SUBTOTAL $5,000,000.00
CONSTRUCTION CONTINGENCY (20%) $1,000,000.00
SURVEYING (5%) $250,000.00
ENGINEERING (10%) $500,000.00
ARCHITECTURAL (10%) $500,000.00
CONSTRUCTION MANAGEMENT (15%) $750,000.00
RIGHT OF WAY ACQUISTION LS 1 $500,000.00 $500,000.00
ENVIRONMENTAL DOCUMENT LS 1 $200,000.00 $200,000.00
TOTAL PROJECT COST $8,700,000.00
143
Section 9, Item B.
131
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
MINNIE PROVIS PARK – PAVER INSTALLATION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
2 CONCRETE PAVERS SF 2000 $10.00 $20,000.00
CONSTRUCTION SUBTOTAL $25,000.00
CONSTRUCTION CONTINGENCY (20%) $5,000.00
SURVEYING (5%) $1,250.00
ENGINEERING (10%) $2,500.00
CONSTRUCTION MANAGEMENT (15%) $3,750.00
TOTAL PROJECT COST $37,500.00
144
Section 9, Item B.
132
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
SUTTER CREEK/AMADOR CITY BICYCLE/PEDESTRIAN PROJECT
8/23/2024
PLANNING & ENGINEERING $150,000.00
TOTAL PROJECT COST $150,000.00
145
Section 9, Item B.
133
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
KNIGHTS FOUNDRY BUILDING FOUNDATION REHABILITATION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
3 ROCK SLOPE PROTECTION FABRIC SF 1000 $2.00 $2,000.00
4 ROCK SLOPE PROTECTION TON 70 $150.00 $10,500.00
CONSTRUCTION SUBTOTAL $20,000.00
CONSTRUCTION CONTINGENCY (20%) $4,000.00
SURVEYING (5%) $1,000.00
ENGINEERING (10%) $2,000.00
CONSTRUCTION MANAGEMENT (15%) $3,000.00
TOTAL PROJECT COST $30,000.00
146
Section 9, Item B.
134
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
MONTE VERDE STORE – FLOOR & WALL REHABILITATION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 FLOOR & WALL REHABILITATION LS 1 $100,000.00 $100,000.00 TOTAL PROJECT COST $100,000.00
147
Section 9, Item B.
135
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
MONTE VERDE STORE – NEW HVAC
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 NEW HVAC UNIT LS 1 $20,000.00 $20,000.00
TOTAL PROJECT COST $20,000.00
148
Section 9, Item B.
136
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
GRAMMAR SCHOOL – NEW HVAC & WINDOWS
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 NEW HVAC UNIT & WINDOWS LS 1 $100,000.00 $100,000.00
TOTAL PROJECT COST $100,000.00
149
Section 9, Item B.
137
Project Title: Location:
Drainage Study at Bryson Park/Mobile
Home Park At Sutter Terrace Mobile Home Park/Bryson Park Project Identified By:
City Staff.
Work Description:
This work is for a Licensed Civil Engineer to
prepare a drainage study for the drainage
ditch at Bryson Park/Mobile Home Park.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Engineering 1 LS $45,000.00 $ 45,000.00
Subtotal $ 45,000.00
Total Estimated Cost (after project bid, at project award) $ 45,000.00
150
Section 9, Item B.
138
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE STUDY AT BRYSON PARK/MOBILE HOME PARK
8/23/2024
ENGINEERING $45,000.00
TOTAL PROJECT COST $45,000.00
151
Section 9, Item B.
139
Project Title: Location:
Drainage Improvements at Intersection
of Badger/Spanish St. Intersection of Badger Street and Spanish Street Project Identified By:
City Staff.
Work Description:
Install approximately 360 L.F. of dual
42-inch diameter storm drain pipe to
connect to the existing storm drain
junction box that was installed as part of
the Badger Street Bridge Replacement
Project to alleviate the flooding in this
area. This work would also include
overlaying the existing intersection with
2” asphalt concrete.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2024 Dollars)
Construction 1 LS $546,000.00 $ 546,000.00
Construction Contingency (20%) $ 109,200.00
Surveying (5%) $ 27,300.00
Engineering (10%) $ 54,600.00
Construction Management (15%) $ 81,900.00
Subtotal $ 273,000.00
Total Estimated Cost (after project bid, at project award) $ 819,000.00 152
Section 9, Item B.
140
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS AT
BRYSON PARK DRAINAGE CHANNEL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
3 EARTHWORK LS 1 $50,000.00 $50,000.00
4 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
5 ROCK SLOPE PROTECTION TON 100 $150.00 $15,000.00
CONSTRUCTION SUBTOTAL $82,500.00
CONSTRUCTION CONTINGENCY (20%) $16,500.00
SURVEYING (5%) $4,125.00
ENGINEERING (10%) $8,250.00
ENVIRONMENTAL PERMITS $40,000.00
CONSTRUCTION MANAGEMENT (15%) $12,375.00
TOTAL PROJECT COST $163,750.00
153
Section 9, Item B.
141
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS AT THE INTERSECTION OF BADGERT STREET AND SPANISH STREET 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 8 $2,500.00 $20,000.00 2 TRAFFIC CONTROL DAY 30 $2,500.00 $75,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 12-INCH DIAMETER STORM DRAIN LF 175 $160.00 $28,000.00 5 42-INCH DIAMETER STORM DRAIN LF 360 $300.00 $108,000.00 6 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
7 CONCRETE HEADWALL EACH 1 $20,000.00 $20,000.00
8 STORM DRAIN MANHOLE EACH 1 $8,000.00 $8,000.00
9 CONCRETE S.D. JUNCTION BOX EACH 1 $40,000.00 $40,000.00 10 CONNECT TO EX. S.D. JUNCTION BOX EACH 1 $10,000.00 $10,000.00 11 CEMENT SLURRY BACKFILL CY 450 $200.00 $90,000.00
12 ASPHALT CONCRETE TON 180 $250.00 $45,000.00
13 ASPHALT CONCRETE DIKE LF 100 $20.00 $2,000.00
14 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
15 RELOCATE EXISTING GAS MAIN LS 1 $50,000.00 $50,000.00 16 UNSUITABLE MATERIAL CY 100 $100.00 $10,000.00
CONSTRUCTION SUBTOTAL $546,000.00
CONSTRUCTION CONTINGENCY (20%) $109,200.00
SURVEYING (5%) $27,300.00
ENGINEERING (10%) $54,600.00
CONSTRUCTION MANAGEMENT (15%) $81,900.00
TOTAL PROJECT COST $819,000.00
154
Section 9, Item B.
142
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS AT KARSAN ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 1 $2,500.00 $2,500.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 ULTRA BLOCK RETAINING WALL LF 100 $200.00 $20,000.00
6 AGGREGATE BASE TON 60 $100.00 $6,000.00
7 ASPHALT CONCRETE TON 30 $250.00 $7,500.00
8 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
9 ROCK SLOPE PROTECTION TON 100 $150.00 $15,000.00
CONSTRUCTION SUBTOTAL $78,500.00
CONSTRUCTION CONTINGENCY (20%) $15,700.00
SURVEYING (5%) $3,925.00
ENGINEERING (10%) $7,850.00
ENVIRONMENTAL PERMITS $40,000.00
CONSTRUCTION MANAGEMENT (15%) $11,775.00
TOTAL PROJECT COST $157,750.00
155
Section 9, Item B.
143
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS AT 310 GOPHER FLAT ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
3 18-INCH DIAMETER STORM DRAIN LF 140 $200.00 $28,000.00 4 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
5 FLARED END SECTION EACH 2 $2,000.00 $4,000.00
6 ROCK SLOPE PROTECTION TON 10 $150.00 $1,500.00
7 AGGREGATE BASE TON 30 $100.00 $3,000.00
8 ASPHALT CONCRETE TON 24 $250.00 $6,000.00
CONSTRUCTION SUBTOTAL $60,000.00
CONSTRUCTION CONTINGENCY (20%) $12,000.00
SURVEYING (5%) $3,000.00
ENGINEERING (10%) $6,000.00
CONSTRUCTION MANAGEMENT (15%) $9,000.00
TOTAL PROJECT COST $90,000.00
156
Section 9, Item B.
144
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS FOR
SPANISH STREET DRAINAGE INLET REPLACEMENT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
3 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
4 18-INCH DIAMETER STORM DRAIN LF 25 $200.00 $5,000.00
5 STORM DRAIN INLET EACH 4 $5,000.00 $20,000.00
6 CEMENT SLURRY BACKFILL CY 5 $200.00 $1,000.00
7 AGGREGATE BASE TON 40 $100.00 $4,000.00
8 ASPHALT CONCRETE TON 20 $250.00 $5,000.00
CONSTRUCTION SUBTOTAL $80,000.00
CONSTRUCTION CONTINGENCY (20%) $16,000.00
SURVEYING (5%) $4,000.00
ENGINEERING (10%) $8,000.00
CONSTRUCTION MANAGEMENT (15%) $12,000.00
TOTAL PROJECT COST $120,000.00
157
Section 9, Item B.
145
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS AT 154 TO 180 BADGERT STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
3 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
4 18-INCH DIAMETER STORM DRAIN LF 250 $200.00 $50,000.00 5 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
6 FLARED END SECTION EACH 1 $2,000.00 $2,000.00
7 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
8 CONCRETE VALLEY GUTTER SF 1,200 $40.00 $48,000.00
9 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
10 AGGREGATE BASE TON 50 $100.00 $5,000.00
11 ASPHALT CONCRETE TON 50 $250.00 $12,500.00
12 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $171,500.00
CONSTRUCTION CONTINGENCY (20%) $34,300.00
SURVEYING (5%) $8,575.00
ENGINEERING (10%) $17,150.00
CONSTRUCTION MANAGEMENT (15%) $25,725.00
TOTAL PROJECT COST $257,250.00
158
Section 9, Item B.
146
Completed Projects
159
Section 9, Item B.
147
Project Title: Location:
Oro Madre Way Overlay 251 Mahoney Mill Road to Sutter Ione Road Project Identified By:
Pavement Management Program Report –
Pavement Condition Index (PCI) = 15, which
is the fifth worst rated street in town. This
project was also included in Table 3.14 of
the Circulation Element (Project ID RD-1).
Work Description:
Install 2” asphalt concrete for approximately
1,525 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2022 Dollars)
Construction 1 LS $213,500.00 $213,500.00
Construction Contingency (20%) $ 42,700.00
Surveying (5%) $ 10,675.00
Engineering (10%) $ 21,350.00
Construction Management (15%) $ 32,025.00
Subtotal $ 106,750.00
Total Estimated Cost (after project bid, at project award) $320,250.00 ADD IN ACTUAL COSTS – KEEP ESTIMATES AND ADD COLUMN FOR ACTUAL 160
Section 9, Item B.
148
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
ORO MADRE WAY OVERLAY
FROM 251 MAHONEY MILL ROAD TO SUTTER IONE ROAD
5/4/2022
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 70 $400.00 $28,000.00 6 ASPHALT CONCRETE TON 500 $250.00 $125,000.00
7 AGGREGATE BASE TON 75 $100.00 $7,500.00
8 ADJUST MANHOLE TO GRADE EACH 1 $2,500.00 $2,500.00
9 ADJUST DROP INLET TO GRADE EACH 1 $2,500.00 $2,500.00 10 18-INCH DIAMETER STORM DRAIN LF 40 $200.00 $8,000.00 11 STORM DRAIN INLET EACH 1 $5,000.00 $5,000.00
12 CEMENT SLURRY BACKFILL CY 10 $200.00 $2,000.00
13 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $213,500.00
CONSTRUCTION CONTINGENCY (20%) $42,700.00
SURVEYING (5%) $10,675.00
ENGINEERING (10%) $21,350.00
CONSTRUCTION MANAGEMENT (15%) $32,025.00
TOTAL PROJECT COST $320,250.00
161
Section 9, Item B.
149
Project Title: Location:
Eureka Road Overlay Sutter Hill Road to Old Ridge Road
Project Identified By:
City Staff.
Work Description:
Install 2” asphalt concrete for approximately
1,100 L.F. of road and drainage
improvements.
General Line Item Estimated
Quantity Unit Unit Price Total Cost(2022 Dollars)
Construction 1 LS $299,850.00 $299,850.00
Construction Contingency (20%) $ 59,970.00
Surveying (5%) $ 14,992.50
Engineering (10%) $ 29,985.00
Construction Management (15%) $ 44,977.50
Subtotal $ 149,925.00
Total Estimated Cost (after project bid, at project award) $449,775.00 162
Section 9, Item B.
150
CITY OF SUTTER CREEK
PRELIMINARY ENGINEER'S ESTIMATE
EUREKA ROAD OVERLAY
FROM SUTTER HILL ROAD TO OLD RIDGE ROAD
5/4/2022
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 75 $400.00 $30,000.00 5 ASPHALT CONCRETE TON 375 $350.00 $131,250.00
6 AGGREGATE BASE TON 50 $100.00 $5,000.00
7 12-INCH DIAMETER STORM DRAIN LF 85 $160.00 $13,600.00 8 FLARED END SECTION EA 4 $4,000.00 $16,000.00
9 AC DIKE LF 800 $20.00 $16,000.00
10 EARTHWORK LS 1 $10,000.00 $10,000.00
11 CEMENT SLURRY BACKFILL CY 10 $200.00 $2,000.00
12 UNSUITABLE MATERIAL CY 100 $100.00 $10,000.00
13 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $299,850.00
CONSTRUCTION CONTINGENCY (20%) $59,970.00
SURVEYING (5%) $14,992.50
ENGINEERING (10%) $29,985.00
CONSTRUCTION MANAGEMENT (15%) $44,977.50
TOTAL PROJECT COST $449,775.00
163
Section 9, Item B.