Appendix D: Drainage Study
NORTH SHAFTER
DRAINAGE STUDY
SHAFTER, CALIFORNIA
NOVEMBER 23, 2025
PREPARED FOR:
CITY OF SHAFTER
720 Commerce Way
Shafter, California 93263
(661) 746-5004
Contact: Michael James, PE PREPARED BY:
Diversified Project Services
International, Inc.
5351 Olive Drive, Suite 100
Bakersfield, CA 93308
(661) 371-2800
Contact: Scott Radsick
North Shafter Drainage Study Page | 2
Table of Contents
I. Introduction and Background .................................................................................................. 3 II. Storm Water Retention Volume Analysis ................................................................................ 4 III. Drainage Area Analysis and Design Basis ................................................................................ 6 IV. Recommendations ................................................................................................................... 8
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I. Introduction and Background
The project area is located in the North Shafter and North Park neighborhoods in the City of Shafter, California and is generally bounded by Mayer Lane to the north, State Route 43 to the east, and Voth Lane to the south. The surrounding land use is predominantly single-family residential, with typical lot sizes ranging from approximately one-quarter to one-third of an acre.
For purposes of this study, the project limits are confined to the established, historic neighborhoods and do not include the newer subdivisions developed in recent decades along West Tulare Avenue.
The proposed improvements within the study area include, where feasible and subject to existing right-of-way constraints, the construction of curb and gutter, sidewalk, street lighting, drainage facilities, and roadway surface improvements. Currently, stormwater runoff within the project area is conveyed primarily by surface flow and is captured by two existing retention basins that generally serve portions of Prince Lane, McCrumb Lane, Gibson Lane, Venable Lane, Hicks Lane, and Voth Lane.
The purpose of this report is to:
1. Determine the required stormwater retention volume for the project area, in accordance with the City of Shafter Engineering Design Manual.
2. Evaluate the storage capacity of the existing retention basins.
3. Identify deficiencies and provide recommendations for improving or supplementing the existing stormwater infrastructure, where necessary.
Figure 1. North Shafter Location Map
Figure 1 illustrates the regional location of the project.
Project Location
Shafter
Lerdo Hwy
North Shafter Drainage Study Page | 4
Figure 2. Proposed Project Site
Figure 2 depicts the limits of the proposed improvements within the North Shafter neighborhood.
II. Storm Water Retention Volume Analysis
METHODOLOGY
Retention volume calculations were developed in accordance with the City of Shafter Subdivision Engineering and Design Manual, Section 1.7.2 and Section 1.7.2.2, which establishes the governing standard for stormwater retention basin sizing within the City.
Section 1.7.2.2 defines the required methodology as:
(ܣ)(ܽ)(ଵܦ)0.12 = ܸ
Where: • V = Required retention volume (acre-feet) • D₁₀ = 10-year, 24-hour rainfall depth (inches), identified by the City of Shafter as 1.4 inches • aᵢ = Average impervious area coefficient (decimal) • A = Contributing drainage area (acres) Section 1.7.2.2 references external rainfall and impervious guidance sources; however, the governing methodology and required calculation format are established by the City of Shafter Engineering Design Manual.
In addition to the City-required method, the retention calculations were also compared to the methodology outlined in Kern County Engineering Bulletin 11-02, which utilizes a 10-year, 5-day storm event derived from NOAA (National Oceanic and Atmospheric Administration) Atlas 14 Proposed Project Site
Fresno Ave
W Tulare Ave
North Shafter Drainage Study Page | 5
rainfall data. The Bulletin 11-02 approach is commonly used in the region and was applied as a comparative check to ensure a conservative and resilient design basis. The formula prescribed in Bulletin 11-02 is as follows:
௬ହௗି௬ଵܦ = ( .ݐ݂ .ݑܿ) ݉݁ݑ݈ܸ ݂݂݊ݑܴ
12 ൨ (ܽ)(ݎܣ݁ܽ • (Dଵ୷୰ିହୢୟ୷ = 10 yr 5 day depth of rainfall (in. ) obtained from NOAA Atlas 14, Vol 6, Ver. 2.0 • a୧ = average percentage of impervious area
• Area = Drainage area of total development (sq. ft. )
Using NOAA Atlas 14 data, the 10-year, 4-day and 10-year, 7-day rain depths were interpolated to determine a 10-year, 5-day rainfall depth of 2.75 inches.
Drainage area boundaries were established using topographic data provided by the City of Shafter, evaluated in AutoCAD Civil 3D, and verified through aerial imagery and field observations.
Impervious coefficients were assigned as follows in accordance with the City of Shafter Manual requirements: • Drainage Area 1: 0.40 • Drainage Area 2: 0.40 • Drainage Area 3: 0.49 (weighted average based on sub-area characteristics) Drainage Area 3 includes: • 24.6 acres of residential and tract area (ai = 0.40) • 4.7 acres of State Route 43 roadway (ai
= 0.95)
This results in a total contributing area of 1,280,000 square feet and a weighted impervious coefficient of 0.49.
EXISTING BASIN VOLUME DETERMINATION
Existing basin volumes were calculated using three-dimensional (3D) surface modeling in AutoCAD Civil 3D and the topographic data provided by the City of Shafter.
For each basin, the maximum water surface elevation was established using the nearest contributing inlet as the controlling elevation. A minimum 1-foot freeboard was then subtracted to determine the design high-water surface for volume calculations. • Basin 2: Water surface controlled by inlet along Prince Lane • Basin 3: Water surface controlled by inlet tied to Tract 5837, as shown on the recorded tract map and estimated from available data
This method provides a conservative determination of available storage volume based on actual hydraulic control points rather than theoretical basin depth.
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III. Drainage Area Analysis and Design Basis
The project area was subdivided into three (3) distinct drainage areas based on surface flow patterns, contributing inlet locations, and points of discharge to existing or proposed retention facilities. The delineation of the drainage areas is shown on Figure 3 – Site Drainage Areas. For each drainage area, stormwater retention requirements were evaluated using both the governing City of Shafter Engineering Design Manual, Section 1.7.2.2, and the comparative methodology outlined in Kern County Engineering Bulletin 11-02. The results of this dual analysis are summarized in Table 3.1 – Calculations and Comparison.
Figure 3. Site Drainage Areas
For each drainage area, the same contributing area limits and impervious coefficients were applied under both methods, with the primary difference being the rainfall depth used in the calculation. The City of Shafter method utilizes a 10-year, 24-hour rainfall depth of 1.4 inches, while the Bulletin 11-02 method utilizes a 10-year, 5-day rainfall depth of 2.75 inches, interpolated from NOAA Atlas 14 data. This allowed for a direct side-by-side comparison and provided a means of verifying that the recommended improvements would meet or exceed both the City’s minimum requirements and also a more conservative regional planning standard.
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Table 3.1 – Calculations and Comparison
Drainage Area Basin Analysis
City of Shafter Design Manual, Section 1.7.2.2 Kern County Hydrology Bulletin 11-02 Drainage Area 1 Drainage Area 1
D10yr-5day: 1.4 Runoff Volume (ft3): 45,470 D10yr-5day: 2.75 Runoff Volume (ft3): 62,030 ai: 0.4 Ex. Basin Vol. (ft3): 0 ai: 0.4 Ex. Basin Vol. (ft3): 0 Area(ft2): 676,660 Add. Vol. Req. (ft3): -45,470 Area(ft2): 676,660 Add. Vol. Req. (ft3): -62,030 Drainage Area 2 Drainage Area 2
D10yr-5day: 1.4 Runoff Volume (ft3): 84,780 D10yr-5day: 2.75 Runoff Volume (ft3): 115,650 ai: 0.4 Ex. Basin Vol. (ft3): 71,782 ai: 0.4 Ex. Basin Vol. (ft3): 71,782 Area(ft2): 1,261,606 Add. Vol. Req. (ft3): -12,998 Area(ft2): 1,261,606 Add. Vol. Req. (ft3): -43,868 Drainage Area 3 Drainage Area 3
D10yr-5day: 1.4 Runoff Volume (ft3): 105,370 D10yr-5day: 2.75 Runoff Volume (ft3): 143,730 ai: 0.49 Ex. Basin Vol. (ft3): 204,353 ai: 0.49 Ex. Basin Vol. (ft3): 204,353 Area(ft2): 1,280,000 Add. Vol. Req. (ft3): 98,983 Area(ft2): 1,280,000 Add. Vol. Req. (ft3): 60,623 Drainage Area 1, which encompasses approximately 676,660 square feet, was assigned an impervious coefficient of 0.40, consistent with the surrounding residential development. There is no existing retention basin facility within this drainage area. As shown in Table 3.1, the City of Shafter method indicates a required storage volume of 45,470 cubic feet, while the Bulletin 11- 02 method indicates a required volume of 62,030 cubic feet. With no available existing capacity, this area represents a complete storage deficit under both methods. For design and planning purposes, the more conservative value of 62,030 cubic feet has been carried forward as the recommended minimum storage requirement for Drainage Area 1.
Drainage Area 2 consists of approximately 1,261,606 square feet and was also assigned an impervious coefficient of 0.40. This area drains to an existing basin (Basin 2) located at the west end of Prince Lane through four contributing inlets located on Prince Lane, Mettler Avenue, Gibson Lane, and Klassen Drive. Using topographic data provided and inlet-controlled water surface elevations, the existing storage capacity of this basin was calculated to be 71,782 cubic feet. As shown in Table 3.1, the City of Shafter method results in a required volume of 84,780 cubic feet, indicating a deficit of 12,998 cubic feet, while the Bulletin 11-02 method results in a required volume of 115,650 cubic feet, indicating a larger deficit of 43,868 cubic feet.
Drainage Area 3 receives runoff from a combination of residential and transportation land uses, including approximately 24.6 acres of Tract 5837 and surrounding historic neighborhood and approximately 4.7 acres of the State Route 43 corridor between Fresno Avenue and West Tulare Avenue. Based on this land use distribution, a weighted impervious coefficient of 0.49 was applied. The total contributing area is approximately 1,280,000 square feet. Stormwater is conveyed to the existing basin (Basin 3) through sheet flow at Hicks Lane and Voth Lane, as well
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as through inlet structures along State Route 43 and Tract 5837. Using a water surface elevation of approximately 344.00 feet for the Tract 5837 inlet on Santa Maria Way, the existing basin storage capacity was calculated to be 204,353 cubic feet. As shown in Table 3.1, the City of Shafter method indicates a required volume of 105,370 cubic feet, leaving approximately 98,983 cubic feet of excess capacity. The Bulletin 11-02 method indicates a required volume of 143,730 cubic feet, leaving approximately 60,623 cubic feet of excess capacity. Under both methods, the existing basin provides more than sufficient storage for current conditions.
Although the City of Shafter methodology governs compliance, the more conservative values derived from Kern County Engineering Bulletin 11-02 were used as the planning and design benchmark for this report. This approach ensures that recommended improvements not only meet the City’s minimum requirements but also provide added capacity against larger or prolonged storm events and potential future increases in impervious surface area within the watershed.
Accordingly, the recommended design storage targets for this project are: • Drainage Area 1: 62,030 cubic feet • Drainage Area 2: 43,868 cubic feet (additional volume required) • Drainage Area 3: No additional storage required (minimum surplus of 60,623 cubic feet) These values form the basis for the improvement recommendations described in the following section.
IV. Recommendations
Drainage Area 1: Construct a new retention basin with a minimum storage capacity of 62,030 cubic feet. The proposed location is the undeveloped parcel at the northeast corner of Park Lane and Fresno Avenue. Preliminary analysis indicates this site can accommodate a basin approximately 5 feet deep (excluding freeboard), with appropriate side slopes, maintenance access, and perimeter fencing.
An alternate option is to convey drainage from this area to the proposed North Shafter Community Park Basin via a storm drain crossing at Fresno Avenue, with that basin increased in size accordingly.
Drainage Area 2: Excavate the existing Basin 2 approximately 2 to 3 feet below the current bottom elevation to increase storage by approximately 43,868 cubic feet, while maintaining the required one-foot freeboard. If an additional drainage easement is acquired on the West boundary area, the English Lane and Sunny Street runoff could be conveyed to the basin at Prince Lane by drainage channel or with additional inlets and storm drain piping.
Drainage Area 3: No expansion of Basin 3 footprint is required. Recommended improvements include:
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• Clearing and grubbing • Removal of accumulated sediment as needed • Erosion control improvements as required These actions will help preserve system performance and maintain available excess capacity.
Appendix E: Street Lighting Study
NORTH SHAFTER
STREET LIGHTING
STUDY
SHAFTER, CALIFORNIA
JANUARY 23, 2026
PREPARED FOR:
CITY OF SHAFTER
720 Commerce Way
Shafter, California 93263
(661) 746-5004
Contact: Michael James PREPARED BY:
Diversified Project Services
International, Inc.
5351 Olive Drive, Suite 100
Bakersfield, CA 93308
(661) 371-2800
Contact: Scott Radsick
North Shafter Street Lighting Study Page | 2
Table of Contents
I. Introduction and Background ............................................................................................................... 3 II. Street Lighting Standards and Methodology ........................................................................................ 4 III. Existing Street Lighting Conditions ....................................................................................................... 5 IV. Street Lighting Analysis ......................................................................................................................... 6 V. Planning and Implementation Considerations ..................................................................................... 7 VI. Conclusion ............................................................................................................................................. 8
North Shafter Street Lighting Study Page | 3
I. Introduction and Background
The project area for North Shafter Objective #2 is located within the historic residential neighborhoods of North Shafter and North Park in the City of Shafter, and is generally bounded by Mayer Lane to the north, State Route 43 to the east, and Voth Lane to the south. The area is developed primarily with single-family residences on existing rural and semi-urban streets, with lot sizes generally ranging from one-quarter to one-third of an acre. The project limits exclude newer residential subdivisions constructed along West Tulare Avenue.
As part of the City’s long-term infrastructure planning efforts, Objective #2 is intended to identify conceptual improvements that could enhance safety, accessibility, and quality of life in the North Shafter neighborhood through the development of the North Shafter Transportation Improvement Sustainability Plan and supporting technical studies and reports. One of these components is the evaluation of potential street lighting improvements to address existing dark areas, improve nighttime visibility, and reduce potential public safety concerns.
The purpose of this report is to:
1. Identify potential street light locations based on City of Shafter standards.
2. Establish a planning-level framework to support future grant applications.
3. Assist the City in developing future capital improvement programs.
Figure 1. North Shafter Location Map
Figure 1 illustrates the North Shafter location.
Project Location
Shafter
Lerdo Hwy
North Shafter Street Lighting Study Page | 4
Figure 2. Proposed Project Site
Figure 2 identifies the proposed project limits evaluated under this report.
II. Street Lighting Standards and Methodology
Street lighting recommendations for the study are governed by Section 4.3.15 of the City of Shafter Subdivision Engineering & Design Manual. In accordance with that section, street lights are recommended to be installed in strict conformance with the City’s standard drawings and details, including Standard Detail S-20.
Per Section 4.3.15.9(a)(1), street lights for residential developments are required to be located at: • Intersections • Mid-block locations on street segments exceeding 600 feet in length • Ends of cul-de-sacs exceeding 150 feet in length • Curved streets, where determined necessary by the City Engineer Additionally, where a local street intersects a major street, a higher lumen output is required.
Pursuant to Section 4.3.15.9(a)(3): • Street lights at major streets or at intersections with a major street shall be 9,500 lumens • Street lights on local streets shall be 5,800 lumens These criteria were used solely as guidance for identifying conceptual candidate locations within the project area. Final design, spacing, pole type, photometric analysis, service source, and ownership and maintenance responsibilities would be determined during a future design phase, subject to further coordination with the City of Shafter and Pacific Gas & Electric Company.
Proposed Project Areas
Fresno Ave
W Tulare Ave
North Shafter Street Lighting Study Page | 5
Street light spacing and exact placement may be modified at the discretion of the City Engineer, based on field conditions, photometric analysis, and coordination with utility providers.
III. Existing Street Lighting Conditions
A field review of the project area determined that several streets already contain existing street lights that provide coverage equal to, and in many cases exceeding, what is typically required under the City of Shafter’s current spacing and placement standards. As a result, additional street lights were not identified on those streets for this planning effort. In several locations, existing lights are positioned in a manner that does not strictly follow standard intersection or mid-block criteria, but nonetheless provides effective illumination coverage based on observed conditions.
For example, Klassen Street currently contains three (3) existing street lights distributed along the corridor, rather than a single mid-block installation as typically required by standard spacing guidance. In this and similar cases, the presence of multiple existing lights provides illumination in excess of typical minimum standards and has therefore been considered adequate for planning purposes. Streets not identified for additional lighting in this report were evaluated and determined to have sufficient existing lighting coverage under current conditions.
Figure 3. Existing Street Light Locations
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IV. Street Lighting Analysis
Based on the criteria contained in Section 4.3.15.9(a) and a review of existing site conditions, a total of seventeen (17) proposed new street light locations were identified within the project areas. The delineation of these locations is shown on Figure 4.
These locations fall into two general categories: intersections and cul-de-sacs.
Figure 4. Existing and Proposed Street Light Locations
INTERSECTION LOCATIONS
Thirteen (13) candidate street light locations were identified at roadway intersections within the project area. These locations were selected due to increased vehicular and pedestrian conflict potential and in direct accordance with Section 4.3.15.9(a)(1). The following intersections were identified: • Mayer Lane & State Route 43 (Major / Local – 9,500 lumen) • Fresno Avenue & State Route 43 (Major / Local – 9,500 lumen)
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• English Lane & State Route 43 (Major / Local – 9,500 lumen) • Sunny Street & State Route 43 (Major / Local – 9,500 lumen) • Klassen Drive & State Route 43 (Major / Local – 9,500 lumen) • Venable Lane & State Route 43 (Major / Local – 9,500 lumen) • Fresno Avenue & Park Lane (Local – 5,800 lumen) • Fresno Avenue & Alamo Road (Local – 5,800 lumen) • Gibson Lane & Mettler Avenue (Local – 5,800 lumen) • Gibson Lane & McCrumb Lane (Local – 5,800 lumen) • McCrumb Lane & Venable Lane (Local – 5,800 lumen) • Voth Lane & State Route 43 (Major – 9,500 lumen) • Venable Lane & McCrumb Lane (Local – 5,800 lumen) Intersections involving State Route 43 are considered major intersection locations and therefore are recommended to utilize 9,500-lumen luminaires in accordance with City standards.
CUL-DE-SAC LOCATIONS
Four (4) cul-de-sac terminations were identified as exceeding the minimum length threshold of 150 feet and therefore requiring street lighting per City standards: • McCrumb Lane • Hicks Lane • Sunny Street • Klassen Drive Each of these cul-de-sac locations are recommended to be served by a minimum 5,800-lumen luminaire, unless otherwise directed by the City Engineer.
V. Planning and Implementation Considerations
The information contained in this report is intended solely to support: • Preliminary planning • Grant funding applications • Future capital improvement programming • Community safety enhancement goals No construction is proposed under Objective #2.
If funding is secured in the future for street lighting improvements, the City of Shafter would then proceed with: • Detailed engineering design • Photometric analysis • Utility coordination with Pacific Gas & Electric Company • Environmental review (if required) • Right-of-way and easement verification
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• Final City approval prior to construction
All future installations are recommended to conform to City Standard Detail S-20 and the remaining provisions of Section 4.3.15, including ownership, power supply, labeling, and activation requirements. VI. Conclusion
This report identifies seventeen (17) conceptual street light locations that would benefit the North Shafter and North Park neighborhoods based on applicable City of Shafter standards. The locations were selected to bring the area into compliance with current City lighting requirements.
Although increased street lighting generally improves safety, final design decisions should consider all site conditions and applicable factors to address overall safety considerations.
The information in this report is intended to assist the City of Shafter in identifying potential street lighting needs within the project area and to support future planning efforts and grant applications. No construction is proposed as part of Objective #2. Any installation of street lighting should occur under a separate, future project and would be subject to additional funding, design, review, and approval.
Appendix F: Project Prioritization and Cost Estimates
Project Prioritization and Cost Estimates
The following pages provide the recommended prioritization for street improvements within the North Shafter and North Park study area. Where possible, two improvement options have been provided to allow flexibility in cases of limited right of way availability and built environment obstructions. While only one option is shown on the prioritization, both options have been provided in the cost estimates and plans.
While some existing streets have sufficient right of way available to construct all proposed improvements, other streets have less flexibility due to structures that have been built within the existing right of way. In these scenarios, right of way acquisition from the opposite side of the road may be required in order to achieve enough space to construct proposed improvements.
The following list prioritizes proposed improvement projects by street based on road type, traffic levels, feasibility of improvements, right of way acquisition, and community feedback. Based on the results of the studies and feedback, Priority 1 projects are considered ready to apply for grant funding following the adoption of the Plan.
Priority 2 and 3 projects are recommended to undergo further focused study prior to implementation and funding in order to further refine the project scopes and gather sufficient right of way acquisition support, if necessary.
Street Name Option Priority Cost Estimate Improvements R/W Acq. Description Priority 1 Project List: Estimated $3,968,000
Gibson Lane 1 of 1 1 $1,100,000 Two 12’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
Two 5’
sidewalks
No Pave road; relocate
fences, utilities,
mailboxes; widen
pavement to R/W
limits
Prince Lane 1 of 1 1 $1,122,000 Two 12’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
Two 5’
sidewalks
No Pave road; relocate
fences, utilities,
mailboxes; widen
pavement to R/W
limits
McCrumb
Lane
1 of 1 1 $1,023,000 Two 12’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
Two 5’
sidewalks
No Pave road; relocate
fences, utilities,
mailboxes; widen
pavement to R/W
limits
Venable Lane 1 of 1 1 $723,000 Two 12’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
Two 5’
sidewalks
No Pave road; relocate
fences, utilities,
mailboxes; widen
pavement to R/W
limits
Priority 2 Project List: Estimated $5,641,450 (No R/W costs are included in cost estimates) Klassen Drive 2 of 2 2 $1,433,000 Two 10’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
One 4’ sidewalk
(north side)
Yes Pave road; relocate
fences, utilities,
mailboxes; acquire 15’
R/W; widen pavement
Alamo Road 2 of 2 2 $1,139,000 Two 10’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
One 4’ sidewalk
(east side)
Yes Pave road; acquire 5’
R/W on east side.
Relocate fences,
utilities; widen
pavement; acquire 5’
R/W
Mayer Lane 2 of 2 2 $1,310,000 Two 10’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
One 4’ sidewalk
(south side)
Yes Pavel road; relocate
fences, utilities,
mailboxes; widen
pavement; acquire 12’
R/W
Voth Lane 2 of 2 2 $1,165,000 Two 10’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
One 4’ sidewalk
(south side)
Yes Pave road; relocate
fences, utilities,
mailboxes; widen
pavement; acquire 5’
R/W
Hicks Lane 1 of 2 2 $594,450 Two 10’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
Drainage
improvements
No Pave road, relocate
utilities, widen
pavement, construct
center cross-drain
(drainage
improvements)
Priority 3 Project List: Estimated $3,232,250 (No R/W costs are included in cost estimates) Park Lane 1 of 1 3 $1,080,000 Two 10’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
No Pave road; relocate
fences, utilities,
mailboxes; widen
pavement
Sunny Street 2 of 2 3 $1,035,800 Two 10’ vehicle
travel lanes
Two 8’ vehicle
parking lanes
One 4’ sidewalk
(south side)
Yes Pave road; acquire 14’
R/W; relocate fences,
utilities, mailboxes;
widen pavement
Cagle Lane 1 of 1 3 $522,000 Two 10’ vehicle
travel lanes
One 8’ vehicle
parking lane
Yes Pave road; relocate
fences, utilities,
mailboxes; widen
pavement; acquire 15’
R/W
English Lane 1 of 1 3 $594,450 Two vehicle
travel lanes
One 8’ vehicle
parking lane
Yes Pave road; widen
pavement; acquire 6’
R/W
Need to relocate 1 fire hydrant. Currently has 5 streetlights attached to Contingency 20% $ 121,148.00 powerpoles.
No additional Right-of-Way is needed on this roadway.
$ 1,090,332
1 EA Street Lights $ 10,000.00 $ 10,000.00
11 405 TON Hot Mix Asphalt $ 200.00 $ 81,000.00
16 4 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 10,000.00 4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 400 CY
815 CY Roadway Excavation $ 170.00 $ 138,550.00
7 1 LS Finishing Roadway
Class 2 Aggregate Base $ 115.00 $ 46,000.00
8 45 CY Remove Concrete $ 900.00 $ 40,500.00
9 Design Cost 25% $ 181,722.00
Environmental 5% $ 36,344.40
Constr. Eng. (C.E.) 20%: $ 145,377.60
TOTAL:
NOTES Contract Items: $ 605,740.00
Construction Total: $ 726,888.00
17 15
12 1700 LF Minor Concrete (A2-6 Curb and Gutter) $ 35.00 $ 59,500.00 14 55 CY Minor Concrete (Sidewalk) $ 700.00 $ 38,500.00 13 75 CY Minor Concrete (Drive Approach) $ 700.00 $ 52,500.00 45 CY Minor Concrete (Driveways and Walkways) $ 600.00 $ 27,000.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 5,000.00 $ 5,000.00 5 1 LS Clearing and Grubbing $ 5,000.00 $ 5,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 16,081.50 $ 16,081.50 1 1 LS Mobilization (10% of Items) $ 53,605.00 $ 53,605.00
PRELIMINARY ENGINEER'S ESTIMATE
Gibson Lane
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-3 GIBSON LANE
Need to relocate 1 fire hydrant. Currently has 5 streetlights attached to Contingency 20% $ 124,628.00 powerpoles.
No additional Right-of-Way is needed on this roadway.
$ 1,121,652
$ 110.00 $ 45,650.00
11 420 TON Hot Mix Asphalt $ 200.00 $ 84,000.00
16 2 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 5,000.00 $ 623,140.00
Construction Total: $ 747,768.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 415 CY
870 CY Roadway Excavation $ 170.00 $ 147,900.00
7 1 LS Finishing Roadway
Class 2 Aggregate Base
17 3 EA Relocate Mailbox $ 600.00 $ 1,800.00
8 50 CY Remove Concrete $ 900.00 $ 45,000.00
9 Design Cost 25% $ 186,942.00
Environmental 5% $ 37,388.40
Constr. Eng. (C.E.) 20%: $ 149,553.60
TOTAL:
NOTES Contract Items:
15 12 1800 LF Minor Concrete (A2-6 Curb and Gutter) $ 35.00 $ 63,000.00 14 55 CY Minor Concrete (Sidewalk) $ 700.00 $ 38,500.00 13 83 CY Minor Concrete (Drive Approach) $ 700.00 $ 58,100.00 50 CY Minor Concrete (Driveways and Walkways) $ 600.00 $ 30,000.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 5,000.00 $ 5,000.00 5 1 LS Clearing and Grubbing $ 5,000.00 $ 5,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 16,543.50 $ 16,543.50 1 1 LS Mobilization (10% of Items) $ 55,145.00 $ 55,145.00
PRELIMINARY ENGINEER'S ESTIMATE
Prince Lane
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-4 PRINCE LANE
No additional Right-of-Way is needed on this roadway. Contingency 20% $ 113,622.00 $ 1,022,598
3 EA Street Lights $ 10,000.00 $ 30,000.00
11 290 TON Hot Mix Asphalt $ 215.00 $ 62,350.00
19 270 LF Relocate Fence and Gates (Chain Link) $ 115.00 $ 31,050.00 17 1 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 2,500.00 4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 285 CY
550 CY Roadway Excavation $ 240.00 $ 132,000.00
7 1 LS Finishing Roadway
Class 2 Aggregate Base $ 150.00 $ 42,750.00
8 12 CY Remove Concrete $ 1,150.00 $ 13,800.00
9 Design Cost 25% $ 170,433.00
Environmental 5% $ 34,086.60
Constr. Eng. (C.E.) 20%: $ 136,346.40
TOTAL:
NOTES Contract Items: $ 568,110.00
Construction Total: $ 681,732.00
23 Relocate Roadside Sign - One Post $ 450.00 $ 1,350.00 18 2 EA Relocate Mailbox $ 600.00 $ 1,200.00
22 21 72 LF Relocate Fence and Gates (Wrought Iron) $ 250.00 $ 18,000.00 20 55 LF Relocate Fence and Gates (Wood) $ 100.00 $ 5,500.00 3 EA
16 12 CY Minor Concrete (Driveways and Walkways) $ 800.00 $ 9,600.00 15 6 CY Minor Concrete (Curb Ramp) $ 1,900.00 $ 11,400.00 12 1050 LF Minor Concrete (A2-6 Curb and Gutter) $ 40.00 $ 42,000.00 14 45 CY Minor Concrete (Sidewalk) $ 750.00 $ 33,750.00 13 20 CY Minor Concrete (Drive Approach) $ 900.00 $ 18,000.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 15,000.00 $ 15,000.00 5 1 LS Clearing and Grubbing $ 10,000.00 $ 10,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 15,082.50 $ 15,082.50 1 1 LS Mobilization (10% of Items) $ 50,275.00 $ 50,275.00
PRELIMINARY ENGINEER'S ESTIMATE
McCrumb Lane
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-5 MC CRUMB STREET
21 42 SQFT Thermoplastic Pavement Marking $ 90.00 $ 3,762.00 20 3 EA
Need to relocate 1 fire hydrant and 2 powerpoles (1 has a streetlight Contingency 20% $ 80,342.00 attached).
No additional Right-of-Way is needed on this roadway.
$ 723,078
1 EA Street Lights $ 10,000.00 $ 10,000.00
11 180 TON Hot Mix Asphalt $ 270.00 $ 48,600.00
19 135 LF Relocate Fence and Gates (Chain Link) $ 125.00 $ 16,875.00 17 2 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 5,000.00 4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 175 CY
350 CY Roadway Excavation $ 295.00 $ 103,250.00
7 1 LS Finishing Roadway
Class 2 Aggregate Base $ 250.00 $ 43,750.00
8 1.5 CY Remove Concrete $ 2,000.00 $ 3,000.00
9 Design Cost 25% $ 120,513.00
Environmental 5% $ 24,102.60
Constr. Eng. (C.E.) 20%: $ 96,410.40
TOTAL:
NOTES Contract Items: $ 401,710.00
Construction Total: $ 482,052.00
22 Relocate Roadside Sign - One Post $ 450.00 $ 1,350.00 18 2 EA Relocate Mailbox $ 600.00 $ 1,200.00
16 1.5 CY Minor Concrete (Driveways and Walkways) $ 2,500.00 $ 3,750.00 15 3 CY Minor Concrete (Curb Ramp) $ 2,500.00 $ 7,500.00 12 750 LF Minor Concrete (A2-6 Curb and Gutter) $ 45.00 $ 33,750.00 14 40 CY Minor Concrete (Sidewalk) $ 750.00 $ 30,000.00 13 8 CY Minor Concrete (Drive Approach) $ 1,400.00 $ 11,200.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 5,000.00 $ 5,000.00 5 1 LS Clearing and Grubbing $ 5,000.00 $ 5,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 10,664.61 $ 10,664.61 1 1 LS Mobilization (10% of Items) $ 35,548.70 $ 35,548.70
PRELIMINARY ENGINEER'S ESTIMATE
Venable Lane
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-8 VENABLE LANE
21 25 SQFT Thermoplastic Pavement Marking $ 150.00 $ 3,750.00 Need to relocate 1 fire hydrant and 6 powerpoles (3 have streetlights Contingency 20% $ 133,392.00 attached).
6' of additional Right-of-Way is needed along the North side of roadway. 5' of additional Right-of-Way is needed along the South side of roadway. $ 1,200,528
2 EA Street Lights $ 10,000.00 $ 20,000.00
20 80 LF Relocate Fence and Gates (Wrought Iron) $ 250.00 $ 20,000.00 19 125 LF Relocate Fence and Gates (Wood) $ 90.00 $ 11,250.00 18 1300 LF Relocate Fence and Gates (Chain Link) $ 60.00 $ 78,000.00 15 2 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 5,000.00 12 1850 LF Hot Mix Asphalt Dike (Type A) $ 10.00 $ 18,500.00 Class 2 Aggregate Base $ 100.00 $ 46,000.00
11 360 TON Hot Mix Asphalt $ 210.00 $ 75,600.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 460 CY
760 CY Roadway Excavation $ 180.00 $ 136,800.00
7 1 LS Finishing Roadway
8 20 CY Remove Concrete $ 1,050.00 $ 21,000.00
9 Design Cost 25% $ 200,088.00
Environmental 5% $ 40,017.60
Constr. Eng. (C.E.) 20%: $ 160,070.40
TOTAL:
NOTES Contract Items: $ 666,960.00
Construction Total: $ 800,352.00
22 13 105 CY Minor Concrete (Cross Drain) $ 675.00 $ 70,875.00 17 16
14 20 CY Minor Concrete (Driveways and Walkways) $ 675.00 $ 13,500.00 27 EA Relocate Mailbox $ 450.00 $ 12,150.00
1 EA Remove Bollard $ 300.00 $ 300.00
$ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 20,000.00 $ 20,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 17,706.75 $ 17,706.75 1 1 LS Mobilization (10% of Items) $ 59,022.50 $ 59,022.50
PRELIMINARY ENGINEER'S ESTIMATE
Klassen Drive - Option 1
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
24 25 SQFT Thermoplastic Pavement Marking $ 150.00 $ 3,750.00 Need to relocate 1 fire hydrant and 6 powerpoles (3 have streetlights Contingency 20% $ 159,234.00 attached).
10' of additional Right-of-Way is needed along the North side of roadway. 5' of additional Right-of-Way is needed along the South side of roadway. $ 1,433,106
2 EA Street Lights $ 10,000.00 $ 20,000.00
23 80 LF Relocate Fence and Gates (Wrought Iron) $ 250.00 $ 20,000.00 22 125 LF Relocate Fence and Gates (Wood) $ 90.00 $ 11,250.00 21 1300 LF Relocate Fence and Gates (Chain Link) $ 60.00 $ 78,000.00 18 2 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 5,000.00 $ 17,100.00
Class 2 Aggregate Base $ 100.00 $ 46,000.00
11 360 TON Hot Mix Asphalt $ 210.00 $ 75,600.00
Minor Concrete (A1-6 Curb) $ 30.00
7 1 LS Finishing Roadway
12 950 LF Hot Mix Asphalt Dike (Type A) $ 18.00
$ 796,170.00
Construction Total: $ 955,404.00
25 $ 27,000.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 460 CY
865 CY Roadway Excavation $ 170.00 $ 147,050.00
13 900 LF
20 1 EA Remove Bollard $ 300.00 $ 300.00
8 20 CY Remove Concrete $ 1,050.00 $ 21,000.00
9 Design Cost 25% $ 238,851.00
Environmental 5% $ 47,770.20
Constr. Eng. (C.E.) 20%: $ 191,080.80
TOTAL:
NOTES Contract Items:
17 20 CY Minor Concrete (Driveways and Walkways) $ 675.00 $ 13,500.00 19 27 EA Relocate Mailbox $ 450.00 $ 12,150.00
14 105 CY Minor Concrete (Cross Drain) $ 675.00 $ 70,875.00 16 33 CY Minor Concrete (Sidewalk) $ 750.00 $ 24,750.00 15 65 CY Minor Concrete (Drive Approach) $ 750.00 $ 48,750.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 25,000.00 $ 25,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 21,137.25 $ 21,137.25 1 1 LS Mobilization (10% of Items) $ 70,457.50 $ 70,457.50
PRELIMINARY ENGINEER'S ESTIMATE
Klassen Drive - Option 2
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-9 KLASSEN DRIVE - OPTION 1
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-10 KLASSEN DRIVE - OPTION 2
Need to relocate 2 fire hydrants and 6 powerpoles (3 have streetlights Contingency 20% $ 114,860.00 attached).
No additional Right-of-Way is needed on this roadway.
21 220 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 155.00 $ 34,100.00 $ 1,033,740
1 EA Street Lights $ 10,000.00 $ 10,000.00
23 47 SQFT Thermoplastic Pavement Marking $ 90.00 $ 4,257.00 22 2 EA
20 220 LF Relocate Fence and Gates (Wrought Iron) $ 175.00 $ 38,500.00 19 115 LF Relocate Fence and Gates (Wood) $ 90.00 $ 10,350.00 18 345 LF Relocate Fence and Gates (Chain Link) $ 100.00 $ 34,500.00 15 1 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 2,500.00 12 990 LF Hot Mix Asphalt Dike (Type A) $ 18.00 $ 17,820.00 Class 2 Aggregate Base $ 175.00 $ 43,750.00
11 200 TON Hot Mix Asphalt $ 250.00 $ 50,000.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 250 CY
415 CY Roadway Excavation $ 270.00 $ 112,050.00
7 1 LS Finishing Roadway
8 27 CY Remove Concrete $ 1,000.00 $ 27,000.00
9 Design Cost 25% $ 172,290.00
Environmental 5% $ 34,458.00
Constr. Eng. (C.E.) 20%: $ 137,832.00
TOTAL:
NOTES Contract Items: $ 574,300.00
Construction Total: $ 689,160.00
24 Relocate Roadside Sign - One Post $ 450.00 $ 900.00
4 EA Relocate Mailbox $ 600.00 $ 2,400.00
8 EA Remove Bollard $ 300.00 $ 2,400.00
13 55 CY Minor Concrete (Cross Drain) $ 800.00 $ 44,000.00 17 16
14 27 CY Minor Concrete (Driveways and Walkways) $ 600.00 $ 16,200.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 20,000.00 $ 20,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 15,246.81 $ 15,246.81 1 1 LS Mobilization (10% of Items) $ 50,822.70 $ 50,822.70
PRELIMINARY ENGINEER'S ESTIMATE
Alamo Road - Option 1
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
26 Need to relocate 2 fire hydrants and 6 powerpoles (3 have streetlights Contingency 20% $ 126,456.00 attached).
5' of additional Right-of-Way is needed along the East side of roadway. 24 220 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 155.00 $ 34,100.00 $ 1,138,104
1 EA Street Lights $ 10,000.00 $ 10,000.00
47 SQFT Thermoplastic Pavement Marking $ 90.00 $ 4,257.00 25 2 EA
23 220 LF Relocate Fence and Gates (Wrought Iron) $ 175.00 $ 38,500.00 22 115 LF Relocate Fence and Gates (Wood) $ 90.00 $ 10,350.00 Relocate Fence and Gates (Chain Link) $ 100.00 $ 34,500.00 18 1 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 2,500.00 12 495 LF Hot Mix Asphalt Dike (Type A) $ 30.00 $ 14,850.00 Class 2 Aggregate Base $ 175.00 $ 43,750.00
11 200 TON Hot Mix Asphalt $ 250.00 $ 50,000.00
$ 17,325.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 250 CY
465 CY Roadway Excavation $ 250.00 $ 116,250.00
13 495 LF Minor Concrete (A1-6 Curb) $ 35.00
7 1 LS Finishing Roadway
8 27 CY Remove Concrete $ 1,000.00 $ 27,000.00
9 Design Cost 25% $ 189,684.00
Environmental 5% $ 37,936.80
Constr. Eng. (C.E.) 20%: $ 151,747.20
TOTAL:
NOTES Contract Items: $ 632,280.00
Construction Total: $ 758,736.00
27 17 27 CY Minor Concrete (Driveways and Walkways) $ 600.00 $ 16,200.00 Relocate Roadside Sign - One Post $ 450.00 $ 900.00
19 4 EA Relocate Mailbox $ 600.00 $ 2,400.00
20 8 EA Remove Bollard $ 300.00 $ 2,400.00
21 345 LF
14 55 CY Minor Concrete (Cross Drain) $ 800.00 $ 44,000.00 16 15 CY Minor Concrete (Sidewalk) $ 850.00 $ 12,750.00 15 15 CY Minor Concrete (Drive Approach) $ 1,000.00 $ 15,000.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 25,000.00 $ 25,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 16,785.96 $ 16,785.96 1 1 LS Mobilization (10% of Items) $ 55,953.20 $ 55,953.20
PRELIMINARY ENGINEER'S ESTIMATE
Alamo Road - Option 2
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-14 ALAMO ROAD - OPTION 1
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-15 ALAMO ROAD - OPTION 2
Need to relocate 1 fire hydrant and 5 powerpoles (3 have streetlights Contingency 20% $ 122,832.00 attached).
8' of additional Right-of-Way is needed along the South side of roadway. 21 225 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 155.00 $ 34,875.00 $ 1,105,488
2 EA Street Lights $ 10,000.00 $ 20,000.00
23 22 SQFT Thermoplastic Pavement Marking $ 150.00 $ 3,300.00 22 2 EA
19 50 LF Relocate Fence and Gates (Wood) $ 300.00 $ 15,000.00 20 93 LF Relocate Fence and Gates (Block Wall) $ 450.00 $ 41,850.00 18 245 LF Relocate Fence and Gates (Chain Link) $ 115.00 $ 28,175.00 15 2 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 5,000.00 12 1200 LF Hot Mix Asphalt Dike (Type A) $ 15.00 $ 18,000.00 Class 2 Aggregate Base $ 125.00 $ 40,000.00
11 260 TON Hot Mix Asphalt $ 225.00 $ 58,500.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 320 CY
525 CY Roadway Excavation $ 240.00 $ 126,000.00
7 1 LS Finishing Roadway
8 22 CY Remove Concrete $ 1,000.00 $ 22,000.00
9 Design Cost 25% $ 184,248.00
Environmental 5% $ 36,849.60
Constr. Eng. (C.E.) 20%: $ 147,398.40
TOTAL:
NOTES Contract Items: $ 614,160.00
Construction Total: $ 736,992.00
24 Relocate Roadside Sign - One Post $ 450.00 $ 900.00
14 EA Relocate Mailbox $ 550.00 $ 7,700.00
3 EA Remove Bollard $ 300.00 $ 900.00
13 66 CY Minor Concrete (Cross Drain) $ 750.00 $ 49,500.00 17 16
14 22 CY Minor Concrete (Driveways and Walkways) $ 650.00 $ 14,300.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 20,000.00 $ 20,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 16,305.00 $ 16,305.00 1 1 LS Mobilization (10% of Items) $ 54,350.00 $ 54,350.00
PRELIMINARY ENGINEER'S ESTIMATE
Mayer Lane - Option 1
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
$ 3,300.00
2 EA
93 LF Relocate Fence and Gates (Block Wall) $ 450.00 $ 41,850.00 Need to relocate 1 fire hydrant and 5 powerpoles (3 have streetlights Contingency 20% $ 145,550.00 attached).
12' of additional Right-of-Way is needed along the South side of roadway. 225 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 155.00 $ 34,875.00 $ 1,309,950
2 EA Street Lights $ 10,000.00 $ 20,000.00
27 22 SQFT Thermoplastic Pavement Marking $ 150.00
19 2 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 5,000.00 23 130 LF Relocate Fence and Gates (Wood) $ 300.00 $ 39,000.00 12 600 LF Hot Mix Asphalt Dike (Type A) $ 27.00 $ 16,200.00 Class 2 Aggregate Base $ 125.00 $ 40,000.00
11 260 TON Hot Mix Asphalt $ 225.00 $ 58,500.00
$ 21,000.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 320 CY
550 CY Roadway Excavation $ 240.00 $ 132,000.00
13 600 LF Minor Concrete (A1-6 Curb) $ 35.00
7 1 LS Finishing Roadway
8 22 CY Remove Concrete $ 1,000.00 $ 22,000.00
9 Design Cost 25% $ 218,325.00
Environmental 5% $ 43,665.00
Constr. Eng. (C.E.) 20%: $ 174,660.00
TOTAL:
NOTES Contract Items: $ 727,750.00
Construction Total: $ 873,300.00
28 Relocate Roadside Sign - One Post $ 450.00 $ 900.00
20 16 EA Relocate Mailbox $ 550.00 $ 8,800.00
21 3 EA Remove Bollard $ 300.00 $ 900.00
25 24
22 395 LF Relocate Fence and Gates (Chain Link) $ 90.00 $ 35,550.00 26 18 22 CY Minor Concrete (Driveways and Walkways) $ 650.00 $ 14,300.00 17 2.5 CY Minor Concrete (Curb Ramp) $ 2,500.00 $ 6,250.00 66 CY Minor Concrete (Cross Drain) $ 750.00 $ 49,500.00 16 16 CY Minor Concrete (Sidewalk) $ 850.00 $ 13,600.00 15 20 CY Minor Concrete (Drive Approach) $ 900.00 $ 18,000.00 Temporary Traffic Control (3% of Items) $ 19,320.75 $ 19,320.75 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 25,000.00 $ 25,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
14 1 1 LS Mobilization (10% of Items) $ 64,402.50 $ 64,402.50
PRELIMINARY ENGINEER'S ESTIMATE
Mayer Lane - Option 1
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-18 MAYER LANE - OPTION 1
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-19 MAYER LANE - OPTION 2
$ 17,000.00
22 85 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 250.00 $ 21,250.00 $ 35,275.00
19 55 LF Relocate Fence and Gates (Wood) $ 100.00 $ 5,500.00 20 115 LF Relocate Fence and Gates (Block Wall) $ 450.00 $ 51,750.00 6 1 LS Repair Existing Landscaping $ 15,000.00 $ 15,000.00 12 975 LF Hot Mix Asphalt Dike (Type A) $ 17.00 $ 16,575.00 10 265 CY Class 2 Aggregate Base $ 160.00 $ 42,400.00
7 1 LS Finishing Roadway $ 10,000.00 $ 10,000.00
$ 51,600.00
CY Minor Concrete (Cross Drain)
Construction Total:
13 $ 800.00
$ 3,960.00
9 Relocate Mailbox $ 600.00
Minor Concrete (Driveways and Walkways) $ 13,300.00
$ 5,400.00
15 3 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 7,500.00 18 415 LF Relocate Fence and Gates (Chain Link) $ 85.00 Street Lights $ 10,000.00
23 44 SQFT Thermoplastic Pavement Marking $ 90.00
11 215 TON Hot Mix Asphalt $ 240.00
21 85 LF Relocate Fence and Gates (Block Wall and Wood) $ 200.00 $ 1,049,058
Constr. Eng. (C.E.) 20%: $ 139,874.40
NOTES Contract Items: $ 582,810.00
$ 699,372.00
Need to relocate 1 fire hydrant and 6 powerpoles (2 have streetlights Contingency 20% $ 116,562.00 attached).
55 SF of additional Right-of-Way is needed on the North Side of roadway.
TOTAL:
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
PRELIMINARY ENGINEER'S ESTIMATE
Voth Lane - Option 1
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
Temporary Traffic Control (3% of Items)
$ 51,576.00
2 1 LS $ 15,472.80 $ 15,472.80
1 1 LS Mobilization (10% of Items) $ 51,576.00
9 8 19 CY Remove Concrete $ 1,050.00 $ 19,950.00
440 CY Roadway Excavation $ 260.00 $ 114,400.00
16 57 $ 45,600.00
$ 1,800.00
Design Cost 25%
Environmental 5%
$ 174,843.00
$ 34,968.60
$ 10,000.00
Remove Bollard
14 19 CY $ 700.00
17 6 EA $ 300.00
EA
24 1 EA
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
Need to relocate 1 fire hydrant and 6 powerpoles (2 have streetlights Contingency 20% $ 129,338.00 attached).
55 SF of additional Right-of-Way is needed on the North Side of roadway. 5' of additional Right-of-Way is needed along the South side of roadway. 25 85 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 250.00 $ 21,250.00 $ 1,164,042
1 EA Street Lights $ 10,000.00 $ 10,000.00
26 44 SQFT Thermoplastic Pavement Marking $ 90.00 $ 3,960.00 23 22 55 LF Relocate Fence and Gates (Wood) $ 100.00 $ 5,500.00 24 85 LF Relocate Fence and Gates (Block Wall and Wood) $ 200.00 $ 17,000.00 115 LF Relocate Fence and Gates (Block Wall) $ 450.00 $ 51,750.00 21 415 LF Relocate Fence and Gates (Chain Link) $ 85.00 $ 35,275.00 18 3 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 7,500.00 $ 14,250.00
Class 2 Aggregate Base $ 160.00 $ 42,400.00
11 215 TON Hot Mix Asphalt $ 240.00 $ 51,600.00
Minor Concrete (A1-6 Curb) $ 35.00
7 1 LS Finishing Roadway
12 475 LF Hot Mix Asphalt Dike (Type A) $ 30.00
$ 646,690.00
Construction Total: $ 776,028.00
27 $ 17,500.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 265 CY
475 CY Roadway Excavation $ 250.00 $ 118,750.00
13 500 LF
20 6 EA Remove Bollard $ 300.00 $ 1,800.00
8 19 CY Remove Concrete $ 1,050.00 $ 19,950.00
9 Design Cost 25% $ 194,007.00
Environmental 5% $ 38,801.40
Constr. Eng. (C.E.) 20%: $ 155,205.60
TOTAL:
NOTES Contract Items:
17 19 CY Minor Concrete (Driveways and Walkways) $ 700.00 $ 13,300.00 19 9 EA Relocate Mailbox $ 600.00 $ 5,400.00
14 57 CY Minor Concrete (Cross Drain) $ 800.00 $ 45,600.00 16 20 CY Minor Concrete (Sidewalk) $ 850.00 $ 17,000.00 15 15 CY Minor Concrete (Drive Approach) $ 1,000.00 $ 15,000.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 20,000.00 $ 20,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 17,168.55 $ 17,168.55 1 1 LS Mobilization (10% of Items) $ 57,228.50 $ 57,228.50
PRELIMINARY ENGINEER'S ESTIMATE
Voth Lane - Option 2
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-1 VOTH LANE - OPTION 1
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-2 VOTH LANE - OPTION 2
21 2 EA
Relocate Fence and Gates (Wood) $ 300.00 $ 9,000.00
Need to relocate 1 fire hydrants and 5 powerpoles (2 have streetlights Contingency 20% $ 119,912.00 attached).
No additional Right-of-Way is needed on this roadway.
20 210 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 160.00 $ 33,600.00 $ 1,079,208
1 EA Street Lights $ 10,000.00 $ 10,000.00
22 47 SQFT Thermoplastic Pavement Marking $ 90.00 $ 4,257.00 320 TON Hot Mix Asphalt $ 215.00 $ 68,800.00
700 LF Relocate Fence and Gates (Chain Link) $ 70.00 $ 49,000.00 2 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 5,000.00 4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 400 CY
350 CY Roadway Excavation $ 295.00 $ 103,250.00
7 1 LS Finishing Roadway
Class 2 Aggregate Base $ 115.00 $ 46,000.00
8 25 CY Remove Concrete $ 1,000.00 $ 25,000.00
9 Design Cost 25% $ 179,868.00
NOTES Contract Items: $ 599,560.00
Construction Total: $ 719,472.00
23 12 1550 LF Hot Mix Asphalt Dike (Type A) $ 11.00 $ 17,050.00 11 Relocate Roadside Sign - One Post $ 450.00 $ 900.00
19 EA Relocate Mailbox $ 500.00 $ 9,500.00
Environmental 5% $ 35,973.60
Constr. Eng. (C.E.) 20%: $ 143,894.40
TOTAL:
19 55 LF Relocate Fence and Gates (Wrought Iron) $ 275.00 $ 15,125.00 18 30 LF
13 88 CY Minor Concrete (Cross Drain) $ 700.00 $ 61,600.00 17 16
14 25 CY Minor Concrete (Driveways and Walkways) $ 600.00 $ 15,000.00 15 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 20,000.00 $ 20,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 15,917.46 $ 15,917.46 1 1 LS Mobilization (10% of Items) $ 53,058.20 $ 53,058.20
PRELIMINARY ENGINEER'S ESTIMATE
Park Lane
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-16 PARK LANE
Need to relocate 2 fire hydrants and 4 powerpoles. Contingency 20% $ 102,908.00 3' of additional Right-of-Way is needed along the North side of roadway. 7' of additional Right-of-Way is needed along the South side of roadway. 275 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 150.00 $ 41,250.00 $ 926,172
2 EA Street Lights $ 10,000.00 $ 20,000.00
76 SQFT Thermoplastic Pavement Marking $ 60.00 $ 4,587.00 1 EA
18 17 85 LF Relocate Fence and Gates (Wood) $ 95.00 $ 8,075.00 20 19
16 335 LF Relocate Fence and Gates (Chain Link) $ 100.00 $ 33,500.00 1 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 2,500.00 Hot Mix Asphalt Dike (Type A) $ 18.00 $ 16,650.00
Class 2 Aggregate Base $ 200.00 $ 44,000.00
11 175 TON Hot Mix Asphalt $ 270.00 $ 47,250.00
21 4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 220 CY
365 CY Roadway Excavation $ 290.00 $ 105,850.00
7 1 LS Finishing Roadway
12 925 LF
Relocate Roadside Sign - One Post $ 450.00 $ 450.00
8 19 CY Remove Concrete $ 1,075.00 $ 20,425.00
9 Design Cost 25% $ 154,362.00
Environmental 5% $ 30,872.40
Constr. Eng. (C.E.) 20%: $ 123,489.60
TOTAL:
NOTES Contract Items: $ 514,540.00
Construction Total: $ 617,448.00
13 50 CY Minor Concrete (Cross Drain) $ 800.00 $ 40,000.00 15 14 19 CY Minor Concrete (Driveways and Walkways) $ 700.00 $ 13,300.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 20,000.00 $ 20,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 13,660.11 $ 13,660.11 1 1 LS Mobilization (10% of Items) $ 45,533.70 $ 45,533.70
PRELIMINARY ENGINEER'S ESTIMATE
Sunny Street - Option 1
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
29 2 EA
Relocate Fence and Gates (Wood) $ 95.00 $ 8,075.00
Need to relocate 2 fire hydrants and 4 powerpoles. Contingency 20% $ 115,082.00 3' of additional Right-of-Way is needed along the North side of roadway. 11' of additional Right-of-Way is needed along the South side of roadway. 28 275 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 150.00 $ 41,250.00 $ 1,035,738
2 EA Street Lights $ 10,000.00 $ 20,000.00
30 76 SQFT Thermoplastic Pavement Marking $ 60.00 $ 4,587.00 12 450 LF Hot Mix Asphalt Dike (Type A) $ 30.00 $ 13,500.00 Class 2 Aggregate Base $ 200.00 $ 44,000.00
11 175 TON Hot Mix Asphalt $ 270.00 $ 47,250.00
$ 16,625.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 220 CY
400 CY Roadway Excavation $ 285.00 $ 114,000.00
13 475 LF Minor Concrete (A1-6 Curb) $ 35.00
7 1 LS Finishing Roadway
8 19 CY Remove Concrete $ 1,075.00 $ 20,425.00
9 Design Cost 25% $ 172,623.00
Environmental 5% $ 34,524.60
Constr. Eng. (C.E.) 20%: $ 138,098.40
TOTAL:
NOTES Contract Items: $ 575,410.00
Construction Total: $ 690,492.00
31 19 19 CY Minor Concrete (Driveways and Walkways) $ 700.00 $ 13,300.00 Relocate Roadside Sign - One Post $ 450.00 $ 900.00
23 335 LF Relocate Fence and Gates (Chain Link) $ 100.00 $ 33,500.00 20 1 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 2,500.00 24 85 LF
15 50 CY Minor Concrete (Cross Drain) $ 800.00 $ 40,000.00 17 20 CY Minor Concrete (Sidewalk) $ 850.00 $ 17,000.00 16 7 CY Minor Concrete (Drive Approach) $ 1,400.00 $ 9,800.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 25,000.00 $ 25,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 15,276.36 $ 15,276.36 1 1 LS Mobilization (10% of Items) $ 50,921.20 $ 50,921.20
PRELIMINARY ENGINEER'S ESTIMATE
Sunny Street - Option 2
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-11 SUNNY STREET - OPTION 1
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-12 SUNNY STREET - OPTION 2
$ 2,500.00
100 LF Relocate Fence and Gates (Wood) $ 95.00 $ 9,500.00 6' of additional Right-of-Way is needed along the West side of roadway. Contingency 20% $ 57,986.00 9' of additional Right-of-Way is needed along the East side of roadway. $ 521,874
550 LF Hot Mix Asphalt Dike (Type A) $ 27.00 $ 14,850.00 Class 2 Aggregate Base $ 300.00 $ 31,500.00
11 75 TON Hot Mix Asphalt $ 400.00 $ 30,000.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 105 CY
180 CY Roadway Excavation $ 350.00 $ 63,000.00
7 1 LS Finishing Roadway
8 5 CY Remove Concrete $ 1,700.00 $ 8,500.00
9 Design Cost 25% $ 86,979.00
Environmental 5% $ 17,395.80
Constr. Eng. (C.E.) 20%: $ 69,583.20
TOTAL:
NOTES Contract Items: $ 289,930.00
Construction Total: $ 347,916.00
12 13 31 CY Minor Concrete (Cross Drain) $ 850.00 $ 26,350.00 17 16
14 5 CY Minor Concrete (Driveways and Walkways) $ 1,200.00 $ 6,000.00 155 LF Relocate Fence and Gates (Chain Link) $ 125.00 $ 19,375.00 15 1 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 7,500.00 $ 7,500.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 7,697.25 $ 7,697.25 1 1 LS Mobilization (10% of Items) $ 25,657.50 $ 25,657.50
PRELIMINARY ENGINEER'S ESTIMATE
Cagle Lane
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-17 CAGLE LANE
No additional Right-of-Way is needed on this roadway. Contingency 20% $ 66,050.00 $ 594,450
1 EA Street Lights $ 10,000.00 $ 10,000.00
12 625 LF Hot Mix Asphalt Dike (Type A) $ 26.00 $ 16,250.00 Class 2 Aggregate Base $ 250.00 $ 43,750.00
11 145 TON Hot Mix Asphalt $ 280.00 $ 40,600.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 175 CY
290 CY Roadway Excavation $ 300.00 $ 87,000.00
7 1 LS Finishing Roadway
8 18 CY Remove Concrete $ 1,100.00 $ 19,800.00
9 Design Cost 25% $ 99,075.00
Environmental 5% $ 19,815.00
Constr. Eng. (C.E.) 20%: $ 79,260.00
TOTAL:
NOTES Contract Items: $ 330,250.00
Construction Total: $ 396,300.00
15 13 35 CY Minor Concrete (Cross Drain) $ 850.00 $ 29,750.00 14 18 CY Minor Concrete (Driveways and Walkways) $ 700.00 $ 12,600.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 5,000.00 $ 5,000.00 5 1 LS Clearing and Grubbing $ 5,000.00 $ 5,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 8,767.50 $ 8,767.50 1 1 LS Mobilization (10% of Items) $ 29,225.00 $ 29,225.00
PRELIMINARY ENGINEER'S ESTIMATE
Hicks Lane - Option 1
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
$ 275.00 $ 15,125.00
5' of additional Right-of-Way is needed along the East side of roadway. Contingency 20% $ 92,452.00 190 LF Relocate Fence and Gates (Block Wall and Wrought Iron) $ 170.00 $ 32,300.00 $ 832,068
1 EA Street Lights $ 10,000.00 $ 10,000.00
300 LF Hot Mix Asphalt Dike (Type A) $ 35.00 $ 10,500.00 Class 2 Aggregate Base $ 250.00 $ 43,750.00
11 145 TON Hot Mix Asphalt $ 280.00 $ 40,600.00
4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
10 175 CY
310 CY Roadway Excavation $ 300.00 $ 93,000.00
7 1 LS Finishing Roadway
8 18 CY Remove Concrete $ 1,100.00 $ 19,800.00
9 Design Cost 25% $ 138,678.00
NOTES Contract Items: $ 462,260.00
Construction Total: $ 554,712.00
23 13 325 LF Minor Concrete (A1-6 Curb) $ 45.00 $ 14,625.00 12 19 4 EA Relocate Mailbox $ 600.00 $ 2,400.00
22 Environmental 5% $ 27,735.60
Constr. Eng. (C.E.) 20%: $ 110,942.40
TOTAL:
20 80 LF Relocate Fence and Gates (Chain Link) $ 150.00 $ 12,000.00 21 55 LF Relocate Fence and Gates (Wrought Iron)
18 18 CY Minor Concrete (Driveways and Walkways) $ 700.00 $ 12,600.00 17 1.5 CY Minor Concrete (Curb Ramp) $ 2,750.00 $ 4,125.00 14 35 CY Minor Concrete (Cross Drain) $ 850.00 $ 29,750.00 16 6 CY Minor Concrete (Sidewalk) $ 1,000.00 $ 6,000.00 15 15 CY Minor Concrete (Drive Approach) $ 1,000.00 $ 15,000.00 $ 10,000.00 $ 10,000.00
6 1 LS Repair Existing Landscaping $ 10,000.00 $ 10,000.00 5 1 LS Clearing and Grubbing $ 15,000.00 $ 15,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 12,272.25 $ 12,272.25 1 1 LS Mobilization (10% of Items) $ 40,907.50 $ 40,907.50
PRELIMINARY ENGINEER'S ESTIMATE
Hicks Lane - Option 2
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-6 HICKS LANE - OPTION 1
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-7 HICKS LANE - OPTION 2
Hot Mix Asphalt $ 450.00 $ 22,500.00
1 EA Adjust Manhole Frame and Cover to Grade $ 2,500.00 $ 2,500.00 6' of additional Right-of-Way is needed along the North side of roadway. Contingency 20% $ 36,430.00 $ 327,870
1 EA Street Lights $ 10,000.00 $ 10,000.00
103 SQFT Thermoplastic Pavement Marking $ 50.00 $ 5,142.50 15 4 1 LS Develop Water Supply $ 5,000.00 $ 5,000.00
9 80 CY
105 CY Roadway Excavation $ 400.00 $ 42,000.00
1 LS Finishing Roadway
Class 2 Aggregate Base $ 350.00 $ 28,000.00
10 50 TON
14 7 3.5 CY Remove Concrete $ 1,800.00 $ 6,300.00
8 Design Cost 25% $ 54,645.00
Environmental 5% $ 10,929.00
Constr. Eng. (C.E.) 20%: $ 43,716.00
TOTAL:
NOTES Contract Items: $ 182,150.00
Construction Total: $ 218,580.00
11 17 CY Minor Concrete (Cross Drain) $ 1,000.00 $ 17,000.00 13 12 3.5 CY Minor Concrete (Driveways and Walkways) $ 1,500.00 $ 5,250.00 6 $ 5,000.00 $ 5,000.00
5 1 LS Clearing and Grubbing $ 5,000.00 $ 5,000.00
3 1 LS SWPPP $ 7,500.00 $ 7,500.00
2 1 LS Temporary Traffic Control (3% of Items) $ 4,835.78 $ 4,835.78 1 1 LS Mobilization (10% of Items) $ 16,119.25 $ 16,119.25
PRELIMINARY ENGINEER'S ESTIMATE
English Lane
# EST. QUANT. UNIT ITEM UNIT COST ESTIMATE
N:\240450\007_CE\Quantities and Cost Estimate\OBJECTIVE 2\Cost Estimate - Objective 2
NORTH SHAFTER PROPOSED AREA OF IMPROVEMENTS
OBJECTIVE 2 C-13 ENGLISH LANE
MANAGEMENT REPORT
CITY OF SHAFTER
CITY COUNCIL REPORT
MEETING DATE: March 17, 2026
DEPARTMENT: Marcos Torres, Deputy Public Works Director SUBJECT: WELL 22/23 DRILLING PROJECT AWARD TO BAKERSFIELD
WELL & PUMP
RECOMMENDATION
Council find the action is exempt from the California Environmental Quality Act; accept bids received for the Well 22/23 Drilling Project; determine S.A. Camp Pump & Drilling Company to be non-responsible for failure to meet the minimum qualification requirements set forth in section 1.1.1. of the contract documents; authorize the Public Works Director to issue a Notice of Award and Notice to Proceed to Bakersfield Well & Pump for the Well No. 22 (Base Bid) and Well No. 23 Drilling Project (Additive Alternate Items), as the lowest responsive and responsible bidder, in an amount not to exceed $2,200,000.
BACKGROUND
The City Council previously authorized staff to solicit bids for the drilling and construction of Well No. 22 (Base Bid) and Well No. 23 (Bid Alternate). The project includes drilling reverse rotary large-capacity municipal wells to a depth of approximately 1,200 feet, installation of casing, gravel packing, cement grouting, well development, and production testing.
Bids were publicly opened and read on February 6, 2026. A total of three bids were received for the project. The bids were as follows:
Contractor Base Bid Price
(Well 22)
Additive Alternate
(Well 23)
Total Bid Price
(Base + Add
Alternate)
S.A. Camp Pump &
Drilling
$991,287.00 $991,287.00 $1,982,574.00
Bakersfield Well &
Pump
$998,918.00 $998,918.00 $1,997,836.00
South Valley Co. $1,082,075.00 $1,082,075.00 $2,164,150.00 S.A. Camp Pump & Drilling Company submitted the lowest apparent bid in the amount of $991,287.00. However, staff reviewed the contractor’s submitted qualifications and determined that the firm did not meet the minimum experience requirements specified
WELL 22/23 DRILLING PROJECT AWARD TO BAKERSFIELD WELL & PUMP - 2 -
in the contract documents. The contractor was given notice and an opportunity to be heard as to whether it was responsible despite the foregoing, yet even after such notice and opportunity the contractor failed to demonstrate to staff’s satisfaction that it was responsible because it lacked the experience staff concluded was reasonably necessary to complete the project.
Section 1.1.1 of the Contract Documents requires that the contractor:
"...have constructed at least four reverse rotary large-capacity municipal wells to a minimum depth of 1,200 feet and conducted zone testing for those wells." The project references submitted by S.A. Camp Pump & Drilling did not demonstrate the construction of wells meeting or exceeding the required 1,200-foot depth. Because this requirement constitutes a mandatory minimum qualification standard, it cannot be waived without compromising the integrity of the competitive bidding process.
Accordingly, staff determined that S.A. Camp Pump & Drilling Company is nonresponsible for this project.
Staff reviewed the bid submitted by Bakersfield Well & Pump and determined that the bid is responsive and that the contractor meets the qualification requirements.
Bakersfield Well & Pump submitted a Base Bid of $998,918 and an Additive Alternate of $998,918, for a total contract amount of $1,997,836.
Due to the favorable bid results, staff recommends awarding both the base bid and all the additive alternate items for the drilling of Well No. 22 and Well No. 23. Staff recommends a total project budget of $2,200,000.00 for construction and contingencies.
FISCAL IMPACT
The total contract amount for the construction of Well No. 22 and Well No. 23 is $2,200,000.00, which includes the Base Bid and Additive Alternates submitted by Bakersfield Well & Pump. Funding for this project is included in the City’s adopted Capital Improvement Program under Project No. WA00016 and WA00020. Sufficient funding is available within these project budgets; therefore, no additional budget appropriation is required.
CEQA ANALYSIS
This project was previously categorically exempted from the California Environmental Quality Act (CEQA) under Section 15303 (Class 3 – New Construction or Conversion of Small Structures) of the CEQA Guidelines because the project is the construction and location of a limited number of new, small structures, namely two new wells, that are similar in scale and intensity as the example projects described in Section 15303.
APPROVED BY THE CITY ATTORNEY
Yes
ATTACHMENTS
WELL 22/23 DRILLING PROJECT AWARD TO BAKERSFIELD WELL & PUMP - 3 -
1. Bid Results_Well 22-23 Drilling Project
ITEM DESCRIPTION QTY UNITS UNIT COST ITEM COST UNIT COST ITEM COST UNIT COST ITEM COST 1 Mobilization, Demobilization, and Clean-Up, Including Sound Abatement 1 EA 105,000.00 $ 105,000.00 $ 100,000.00 $ 100,000.00 $ 100,000.00 $ 100,000.00 $ 2 Conductor Casing - Drill 50' Deep 48" dia. Hole, furnish and install 50' of 36" I.D. x 3/8" wall conductor pipe, grout in place 50 LF 785.00 $ 39,250.00 $ 550.00 $ 27,500.00 $ 1,000.00 $ 50,000.00 $ 3 Drill 18" dia. Pilot hole to 1,200' - not including conductor hole 1150 LF 105.00 $ 120,750.00 $ 100.00 $ 115,000.00 $ 150.00 $ 172,500.00 $ 4 Formation sampling by placing sampling tool, air-lifting and pumping 6 EA 14,500.00 $ 87,000.00 $ 20,000.00 $ 120,000.00 $ 25,000.00 $ 150,000.00 $ 5 Ream pilot hole to 34" & 28" dia. To 1,180' - not including conductor hole 1130 LF 120.00 $ 135,600.00 $ 100.00 $ 113,000.00 $ 125.00 $ 141,250.00 $ 6 Furnish and install 16-5/8" O.D. x 5/16" wall, ASTM A242 HSLA blank casing to 0' to 835', 1,150' to 1,160' 825 LF 227.00 $ 187,275.00 $ 256.00 $ 211,200.00 $ 185.00 $ 152,625.00 $ 7 Furnish and install 16-5/8" O.D. x 5/16" wall, ASTM A242 HSLA Louvered Casing, 835' to 1,150' 315 LF 318.00 $ 100,170.00 $ 363.00 $ 114,345.00 $ 250.00 $ 78,750.00 $ 8 Furnish and install a 16" diameter telescoping compression section, 20-ft length, 810' to 830' 1 LS 13,150.00 $ 13,150.00 $ 13,449.00 $ 13,449.00 $ 12,000.00 $ 12,000.00 $ 9 Furnish and install 4" dia. Gravel feed tube
813 LF 29.00 $ 23,577.00 $ 12.00 $ 9,756.00 $ 30.00 $ 24,390.00 $ 10 Furnish and install 3" dia. Sounding access tube 833 LF 30.00 $ 24,990.00 $ 21.00 $ 17,493.00 $ 20.00 $ 16,660.00 $ 11 Furnish and install gravel envelope, 805' to 1,180' 375 LF 73.00 $ 27,375.00 $ 100.00 $ 37,500.00 $ 80.00 $ 30,000.00 $ 12 Furnish and install cement grout for annular seal, including 10' of fine betonite, 0' to 805' 805 LF 70.00 $ 56,350.00 $ 75.00 $ 60,375.00 $ 80.00 $ 64,400.00 $ 13 Conduct preliminary well development by swabbing and air-lifting 80 HRS 440.00 $ 35,200.00 $ 350.00 $ 28,000.00 $ 500.00 $ 40,000.00 $ 14 Conduct well development by pumping and surging 72 HRS 350.00 $ 25,200.00 $ 300.00 $ 21,600.00 $ 500.00 $ 36,000.00 $ 15 Conduct well production test pumping 24 HRS 350.00 $ 8,400.00 $ 300.00 $ 7,200.00 $ 500.00 $ 12,000.00 $ 16 Well Video 1 EA 2,000.00 $ 2,000.00 $ 2,500.00 $ 2,500.00 $ 1,500.00 $ 1,500.00 $ TOTAL BASE BID PRICE: 991,287.00 $ TOTAL BASE BID PRICE: 998,918.00 $ TOTAL BASE BID PRICE: 1,082,075.00 $
BID ALTERNATE
ITEM DESCRIPTION QTY UNITS UNIT COST ITEM COST UNIT COST ITEM COST UNIT COST ITEM COST A-1 Mobilization, Demobilization, and Clean-Up, Including Sound Abatement 1 EA 105,000.00 $ 105,000.00 $ 100,000.00 $ 100,000.00 $ 100,000.00 $ 100,000.00 $ A-2
Conductor Casing - Drill 50' Deep 48" dia. Hole, furnish and install 50' of 36" I.D. x 3/8" wall conductor pipe, grout in place 50 LF 785.00 $ 39,250.00 $ 550.00 $ 27,500.00 $ 1,000.00 $ 50,000.00 $ A-3 Drill 18" dia. Pilot hole to 1,200' - not including conductor hole 1150 LF 105.00 $ 120,750.00 $ 100.00 $ 115,000.00 $ 150.00 $ 172,500.00 $ A-4 Formation sampling by placing sampling tool, air-lifting and pumping 6 EA 14,500.00 $ 87,000.00 $ 20,000.00 $ 120,000.00 $ 25,000.00 $ 150,000.00 $ A-5 Ream pilot hole to 34" & 28" dia. To 1,180' - not including conductor hole 1130 LF 120.00 $ 135,600.00 $ 100.00 $ 113,000.00 $ 125.00 $ 141,250.00 $ A-6
Furnish and install 16-5/8" O.D. x 5/16" wall, ASTM A242 HSLA blank casing to 0' to 835', 1,150' to 1,160' 825 LF 227.00 $ 187,275.00 $ 256.00 $ 211,200.00 $ 185.00 $ 152,625.00 $ A-7
Furnish and install 16-5/8" O.D. x 5/16" wall, ASTM A242 HSLA Louvered Casing, 835' to 1,150' 315 LF 318.00 $ 100,170.00 $ 363.00 $ 114,345.00 $ 250.00 $ 78,750.00 $ A-8
Furnish and install a 16" diameter telescoping compression section, 20-ft length, 810' to 830' 1 LS 13,150.00 $ 13,150.00 $ 13,449.00 $ 13,449.00 $ 12,000.00 $ 12,000.00 $ A-9 Furnish and install 4" dia. Gravel feed tube 813 LF 29.00 $ 23,577.00 $ 12.00 $ 9,756.00 $ 30.00 $ 24,390.00 $ A-10 Furnish and install 3" dia. Sounding access tube 833 LF 30.00 $ 24,990.00 $ 21.00 $ 17,493.00 $ 20.00 $ 16,660.00 $ A-11 Furnish and install gravel envelope, 805' to 1,180' 375 LF 73.00 $ 27,375.00 $ 100.00 $ 37,500.00 $ 80.00 $ 30,000.00 $ A-12 Furnish and install cement grout for annular seal, including 10' of fine betonite, 0' to 805' 805 LF 70.00 $ 56,350.00 $ 75.00 $ 60,375.00 $ 80.00 $ 64,400.00 $ A-13 Conduct preliminary well development by swabbing and air-lifting 80 HRS 440.00 $ 35,200.00 $ 350.00 $ 28,000.00 $ 500.00 $ 40,000.00 $ A-14 Conduct well development by pumping and surging 72 HRS 350.00 $ 25,200.00 $ 300.00 $ 21,600.00 $ 500.00 $ 36,000.00 $ A-15 Conduct well production test pumping 24 HRS 350.00 $ 8,400.00 $ 300.00 $ 7,200.00 $ 500.00 $ 12,000.00 $ A-16 Well Video 1 EA 2,000.00 $ 2,000.00 $ 2,500.00 $ 2,500.00 $ 1,500.00 $ 1,500.00 $ TOTAL ALT. BID PRICE: 991,287.00 $ TOTAL BID PRICE: 998,918.00 $ TOTAL BID PRICE: 1,082,075.00 $ TOTAL BASE + ALT BID PRICE: 1,982,574.00 $ 1,997,836.00 $ 2,164,150.00 $ SUB-CONTRACTOR LIST SUB-CONTRACTOR LIST SUB-CONTRACTOR LISTPacific Surveys Well Video Pacific Surveys Well Video 5 C Holdings Conductor, sound walls Hogg Drilling Conductor Drilling Hogg Drilling Conductor Drilling S.A. CAMP PUMP & DRILLING BAKERSFIELD WELL & PUMP SOUTH VALLEY CO.
SOUTH VALLEY CO.
BID RESULTS
WELL NO. 22/23 DRILLING PROJECT
S.A. CAMP PUMP & DRILLING BAKERSFIELD WELL & PUMP