Solicitation No. 06A3246

The following is the Table of Contents for the Small Business Minor B Package documents:

Table of Contents 1 Page

Invitation for Price Quote–Cover Letter 1 Page

General Bidders Instructions/Checklist 2 Pages

Proposed Form of Agreement, STD 213 2 Pages

Information Handout 19 Pages

Specifications 43 Pages

Link to the 2025 Edition of the Standard Specifications Page 42

The Bid Package contains 22 Project Plans for this project.

CALIFORNIA STATE TRANSPORTATION AGENCY GAVIN NEWSOM, GOVERNOR

California Department of Transportation

ADMINISTRATION

DIVISION OF PROCUREMENT AND CONTRACTS

1727 30th STREET, MS 65

SACRAMENTO, CA 95816-7006

PHONE (916) 227-6000

TTY 711

https://dot.ca.gov/programs/procurement-and-contracts/

Invitation for Price Quote (IFPQ)

Contract No. 06A3246 Quote Due Date: January 29, 2026

Prospective Contractors:

California Department of Transportation (Caltrans/Department) has issued the enclosed Invitation for Price Quote (IFPQ) for services described in the enclosed proposed contract.

Please read the entire contract package and all attachments carefully. If you desire to submit a quote, complete the Price Quote sheet and email it to the Analyst listed in the IFPQ. Your signature affixed to and dated on the quote proposal shall constitute a certification under penalty of perjury, unless exempted, that you have complied with the nondiscrimination program requirements of Government Code Section 12990 and Title 2, California Code of Regulations, Section 11102, and the nondiscrimination program requirements of Title VI of the Civil Rights Act of 1964, 49 Code of Federal Regulations (CFR) Part 21, and 23 CFR Part 200.

Award of this contract will be to the lowest responsible contractor whose quote complies with all requirements as described in this IFPQ.

If your bid is more than $461,000.00, it will be rejected per Public Contract Code Section 10105(b).

Contractor must be a Certified Small Business at the time of the quote date.

Invitation for Price Quote https://dot.ca.gov/programs/procurement-and-contracts/

“Improving lives and communities through transportation.”

CALIFORNIA STATE TRANSPORTATION AGENCY GAVIN NEWSOM, GOVERNOR

California Department of Transportation

ADMINISTRATION

DIVISION OF PROCUREMENT AND CONTRACTS

1727 30th Street, MS 65

SACRAMENTO, CA 95816-7006

PHONE (916) 227-6000

TTY 711

https://dot.ca.gov/programs/procurement-and-contracts/

General Contractors Instructions/Checklist

Solicitation No. 06A3246

A complete bid or bid package will consist of the items identified below.

Complete this checklist to confirm the items in your bid package. Place a check mark or “X” next to each item that you are submitting to Caltrans. All attachments identified below (unless noted otherwise) are required and must be attached in your Bid Package submittal (links to documents are not acceptable), or your bid may be considered non-responsive. It is the prospective contractor’s responsibility to confirm receipt of their bid before the time the bid is due. Omission of documents or bids lost during transmission will be deemed non-responsive.

Return this checklist with your bid package.

Quotes omitting this information may be regarded as non-responsive and rejected.

Do not submit company advertisements, brochures, informational pamphlets, or any other document unless specifically noted in the IFPQ Requirements and/or as listed below.

Price Quote Proposal for Unit Items (ADM-1509). Complete and sign the Price Quote Proposal for Unit Item Sheet(s).

Subcontractor List (DES-OE-0102.2.C) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.2C. List all subcontractors, including DVBEs, as applicable to the requirements of this solicitation.

Contract Requirements (ADM-0378) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0378 Small Business Status (DOT DES-OE-0102.4) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTDESOE0102.4.

California Company Preference (DES-OE-0102.9) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.9.

Certified DVBE Summary (DOT ADM-4015) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTADM4015.

Contractor Certification Clauses (CCC 04/2017) can be downloaded at https://www.dgs.ca.gov/OLS/Resources/Page-Content/Office-of-Legal-Services-Resources-List- Folder/Standard-Contract-Language.

California Civil Rights Laws Certification (DOT ADM-0076) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0076.

Darfur Contracting Act Certification (DOT ADM-0077) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0077.

DOT DES-OE-0102.14 In-Use Off-Road Diesel-Fueled Vehicle List can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTDESOE010214.

https://dot.ca.gov/programs/procurement-and-contracts/ https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.2C https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0378 https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTDESOE0102.4 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.9 https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTADM4015 http://www.dgs.ca.gov/ols/Resources/StandardContractLanguage.aspx https://www.dgs.ca.gov/OLS/Resources/Page-Content/Office-of-Legal-Services-Resources-List-Folder/Standard-Contract-Language https://www.dgs.ca.gov/OLS/Resources/Page-Content/Office-of-Legal-Services-Resources-List-Folder/Standard-Contract-Language https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0076 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0077 https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTDESOE010214

“Improving lives and communities through transportation.”

The following forms and information will be required at the time of contract award and signature.

Payment Bond (ADM-2009) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM2009

Certificate(s) of Insurance

Postconsumer-Content Certification (CalRecycle 74) can be downloaded at https://www.google.com/url?client=internal-element-cse&cx=017557373779849962485:erv3s56gka0&q=https://www2.calrecycle.ca.gov/Docs/Web/1114 80&sa=U&ved=2ahUKEwiK0-qnvd6IAxWPKkQIHcH3HiIQFnoECAcQAQ&usg=AOvVaw37dYPswR47anIRTKPDAvXb.

Payee Data Record (STD 204) can be downloaded at https://www.documents.dgs.ca.gov/dgs/fmc/pdf/std204.pdf. This form is designed to allow vendors to self-report information needed for accurate and complete reporting of vendor payment income.

Completion of this form is required by all vendors providing goods and/or services to the State of California.

Contract Will Not Be Executed Without These Documents.

https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM2009 https://www.google.com/url?client=internal-element-cse&cx=017557373779849962485:erv3s56gka0&q=https://www2.calrecycle.ca.gov/Docs/Web/111480&sa=U&ved=2ahUKEwiK0-qnvd6IAxWPKkQIHcH3HiIQFnoECAcQAQ&usg=AOvVaw37dYPswR47anIRTKPDAvXb https://www.google.com/url?client=internal-element-cse&cx=017557373779849962485:erv3s56gka0&q=https://www2.calrecycle.ca.gov/Docs/Web/111480&sa=U&ved=2ahUKEwiK0-qnvd6IAxWPKkQIHcH3HiIQFnoECAcQAQ&usg=AOvVaw37dYPswR47anIRTKPDAvXb https://www.google.com/url?client=internal-element-cse&cx=017557373779849962485:erv3s56gka0&q=https://www2.calrecycle.ca.gov/Docs/Web/111480&sa=U&ved=2ahUKEwiK0-qnvd6IAxWPKkQIHcH3HiIQFnoECAcQAQ&usg=AOvVaw37dYPswR47anIRTKPDAvXb https://www.google.com/url?client=internal-element-cse&cx=017557373779849962485:erv3s56gka0&q=https://www2.calrecycle.ca.gov/Docs/Web/111480&sa=U&ved=2ahUKEwiK0-qnvd6IAxWPKkQIHcH3HiIQFnoECAcQAQ&usg=AOvVaw37dYPswR47anIRTKPDAvXb https://www.documents.dgs.ca.gov/dgs/fmc/pdf/std204.pdf

PROPOSED FORM OF AGREEMENT

DO NOT COMPLETE

Continued on the following sheets, each bearing the Agreement/Contract number.

The provisions on the following pages hereof constitute a part of the Agreement

TBD

06A3246

1. Contractor agrees to indemnify, defend, and save harmless the State, its officers, agents, and employees from any and all claims and losses accruing or resulting to any and all contractors, subcontractors, materialmen, laborers and any other person, firm or corporation furnishing or supplying work services, materials or supplies in connection with the performance of this contract, and from any and all claims and losses accruing or resulting to any person, firm or corporation who may be injured or damaged by Contractor in the performance of this contract.

2. Contractor, and the agents and employees of Contractor, in the performance of the Agreement, shall act in an independent capacity and not as officers or employees or agents of State of California.

3. The State may terminate this agreement and be relieved of the payment of any consideration to Contractor should Contractor fail to perform the covenants herein contained at the time and in the manner herein provided. In the event of such termination the State may proceed with the work in any manner deemed proper by the State. The cost to the State shall be deducted from any sum due Contractor under this agreement, and the balance, if any, shall be paid Contractor upon demand.

4. Without the written consent of the State, this Agreement is not assignable by Contractor either in whole or in part.

5. Time is of the essence in this Agreement.

6. No alteration or variation of the terms of this contract shall be valid unless made in writing and signed by the parties hereto, and no oral understanding or agreement not incorporated herein, shall be binding on any of the parties hereto.

7. The consideration to be paid Contractor, as provided herein, shall be in compensation for all of Contractor’s expenses incurred in the performance hereof, including travel and per diem, unless otherwise expressly so provided.

INFORMATION HANDOUT

For Contract No. 06A3246

At 06-Ker-5500

Identified by Project ID 0621000001

DEPARTMENT OF FORESTRY AND FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL

Permit No. 22-S-5029-C-PI dated March 7, 2023

FOUNDATION REPORT FOR THE ELK HILLS RADIO VAULT REPLACEMENT

ENVIRONMENTAL REGULATIONS - ASBESTOS REQUIREMENTS

Contract No. 06A3246

PERMIT #: 22-S-5029-C-PI

MASTER PERMIT #:

APPLICANT: Frank Thomas

CONTRACTOR:

PROJECT ADDRESS: Elk Hill Radio Vault, Tupman, CA 93276

TYPE: Construction (C)

AGENCY: Transportation Dept.

(CalTrans)

DATE ISSUED: 03/07/2023

PERMIT NOTICE

THIS CARD MUST BE POSTED ON SITE. WEATHER PROTECTED AND VISIBLE FROM THE STREET. REQUESTED

INSPECTIONS WILL NOT BE CONDUCTED IF THIS BUILDING PERMIT CARD IS NOT POSTED

PERMIT ISSUED BY:

INSPECTION REQUIREMENTS

Nr. INSPECTION TYPE STATUS SCHEDULE DATE INSPECTOR

1 Other-Basic Electrical and Grounding

Joseph Gibson, Code Official

PROJECT NAME: 06-1C010-0621000001_Elk Hill Radio Vault

SFM #: 14-15-91-0001-10001

EXPIRATION:

This Permit is valid from the date of issuance shown above and will be voided if the work described does not begin within 1 year of issuance of this Permit. If work on the above project ceases for longer than 1 year, this Permit is void and the applicant/owner will have to re-apply for a second permit.

All construction work on the project and any previous inspections may be re-inspected at any given time by the inspector to verify construction items stay in compliance after the original inspection and that damage has not occurred to any portion of the work previously inspected.

Permits for a Special Event are valid for the duration of the event, subject to a field inspection at the discretion of the Office of the State Fire Marshal. The Office of the State Fire Marshal reserves the right to change or cancel the event due to any unforeseen conditions.

PERMIT

DEPARTMENT OF FORESTRY AND FIRE PROTECTION

OFFICE OF THE STATE FIRE MARSHAL

Fire and Life Safety Division - South 602 E Huntington Dr, Suite A, Monrovia, CA 91016

(626) 305-1908

Application #

22-S-5029-C-PI

Alternate Application #

Permit Type

Construction (C)

HOW TO SCHEDULE AN INSPECTION

Call the Permit Office at (626) 305-1908 or visit calfire.govmotus.org

State of California California State Transportation Agency

DEPARTMENT OF TRANSPORTATION

M e m o r a n d u m

To: SEAN SAMUEL, CHIEF Date: September 1, 2023 Structural Design Office of Transportation Architecture File: 06-KER-23-R3.6-R11.6

EA: 06-1C010

Attn: Dai Lu EFIS: 0621000001

Elk Hills Radio Vault

From: GEOTECHNICAL SERVICES Office of Geotechnical Design North Branch B

Subject: FOUNDATION REPORT FOR THE ELK HILLS RADIO VAULT REPLACEMENT

Scope of Work

Per your request dated March 29, 2023, this Foundation Report has been prepared for the proposed Elk Hills Radio Vault Replacement project in southeastern Kern County, Figure 1. The existing and proposed Radio Vault consists of a cement block wall building, a tower, and a radio antenna. The purpose of this report is to summarize the investigation performed and to provide geotechnical recommendations for the construction of the new Radio Vault at the Elk Hills facility. The recommendations presented in this report are based on the Foundation Plan Sheets dated July 28, 2022, a subsurface investigation performed by this Office on May 17, 2023, and information provided by the Office of Transportation Architecture (OTA) in the request.

Project Description

This project proposes to remove the existing facility and to construct one pre-engineered concrete building, a 40-foot-tall tower and antenna. The project location is contained within a 50 ft. by 50 ft. leased property on top of a hill in an active oil field of the Shell oil company. The new 11.3 ft. by 14 ft. building will consist of precast concrete walls supporting a reinforced concrete slab roof founded on a 2-foot-wide continuous strip footing. The square footing foundation for the new antenna tower is shown to be 12.5 ft. by 12.5 ft. by 5 ft.

deep and the location of the new antenna tower will be within 2 ft. of the existing antenna. The request states a maximum service load bearing pressure of 2500 pounds per square foot for the new building and antenna tower. .

Elevations referenced within this report are based on North American Vertical Datum of 1988 (NAVD 88).

SEAN SAMUEL Foundation Report September 1, 2023 Elk Hill Radio Vault Page 2 of 16 EA: 06-1C010/EFIS:0621000001

Figure 1- Site Location Map

Figure 1 shows the project site location of the Elk Hills Radio Vault in the Antelope Hills, approximately 10 miles west from Interstate 5, about 23 miles Southwest of the City of Bakersfield.

Field Investigation and Field Testing Program

Our investigation began with researching existing Caltrans geotechnical data of the area including searches in GeoDOG and BIRIS and gaining input from local Caltrans Maintenance staff in an attempt to locate and review pertinent existing subsurface information. No As-builts or existing geotechnical data was found. In May 2023, our field investigation included advancing three, 4-inch diameter hand auger borings to a maximum depth of 4 ft. near the proposed foundation locations see Appendix 3 – Boring Records. The hand auger borings were used to evaluate the shallow subsurface soils and to retrieve soil samples. (Figures 2 and 3). The samples were submitted to the Caltrans laboratory for particle size analysis and corrosion potential testing.

Page 3 of 16 EA: 06-1C010/EFIS:0621000001

Figure 2 – Site Plan and Hand Auger Locations

Figure 2 shows the existing 50 ft. by 50 ft. wide leased Right of Way, the existing building and the antenna tower. The locations of the 3 hand auger borings are approximated by the red circles.

Figure 3 - Hand Auger boring 1 location

Figure 3 is a photograph, taken on May 17, 2023, looking southwest at the location of hand auger boring 1, the spoils, and the sample. The existing tower and building of the Elks Hills Radio Vault are pictured in the background. The tape measure shows the boring to be about 46 inches deep.

Page 4 of 16 EA: 06-1C010/EFIS:0621000001

Laboratory Testing Program

The 3 soil samples obtained during our field investigation were submitted to the laboratory for testing including, corrosion potential and particle size . The results of the laboratory testing program are presented as Appendices 1 and 2.

Site Geology and Subsurface Conditions

According to the Geology map of California, California Department of Conservation, 2010, the material present at the project location are recent Pliocene and Pleistocene aged, non-marine deposits (QPc). These deposits consist of loosely consolidated sandstones, shales, and gravels. The project site lies within the North Belridge Oil Field of the Antelope Hills which is located within the southwest portion of the San Joaquin Valley.

Figure 4 – Geology Map of the Project area.

Page 5 of 16 EA: 06-1C010/EFIS:0621000001

The project site and surrounding area generally consists of hilly terrain of the Elk Hills which protrudes through the San Joaquin Valley floor. The site is located atop a hill in an active oil producing location. The ground surface elevation at the project site is approximately 1,270 ft. in elevation. The hilltop was flattened, and a dirt road was cut into the hillside to access the existing tower and building. Utilities such as above and underground pipelines and powerlines exist throughout the site and surrounding areas. Surface water predominantly drains eastward from the Antelope Hills towards SR33.

The description of the subsurface condition is based on the soil samples collected during our field investigation. Based on our findings, the upper 4 ft. of soil generally consisted of silty sand with trace gravel. The granular material ranges in estimated densities from loose to medium dense.

Groundwater

Groundwater was not encountered or observed during our recent site investigation. According to the California Department of Water Resources - Sustainable Groundwater Management Act web site, the groundwater is shown to be greater than 100 ft. below ground surface at project site. A groundwater elevation of 1,170 ft. can be used for foundation analysis and design.

As-Built Data

At the time of writing this report, no As-built plans were provided nor could any As-builts be located for the existing Elk Hills Facility.

Corrosion Evaluation

Two soil samples were submitted for corrosion testing, the results for those samples are presented below in Table 1. Based on current Caltrans’ standards, the site is considered non-corrosive to foundation elements.

Table 1 - Soil Corrosion Test Summary Auger Hole

Depth from surface (ft.)

Minimum Resistivity (Ohm-Cm) pH Chloride Content (ppm)

Sulfate Content (ppm)

Corrosive?

1 3 to 4 1995 8.48 N/A N/A NO 2 3 to 4 2463 8.86 N/A N/A NO

Caltrans currently defines a corrosive environment as an area where the soil has either a chloride concentration of 500 ppm or greater, a sulfate concentration of 1500 ppm or greater, or has a pH of 5.5 or less. Soil is not tested for chlorides and sulfates if the minimum resistivity is greater than 1,500 ohm-cm.

Page 6 of 16 EA: 06-1C010/EFIS:0621000001

Figure 5 - Existing Tower Base and Foundation

Figure 5 is a photograph, taken on May 17, 2023, looking North at the existing antenna tower base and the foundation that measures approximately 45 inches by 48 inches, depth not known.

Frost Depth

Based on the 2022 California Building Code (CBC), the frost depth is estimated to be 12 inches below finished grade at the project site.

Page 7 of 16 EA: 06-1C010/EFIS:0621000001

Seismic Design Information and Recommendations

Seismic design and site seismicity are determined per 2022 California Building Code (CBC) Section 1613. This section utilizes ASCE 7-16, Minimum Design Loads for Buildings and it is understood the proposed building is considered a Category Risk II structure.

The soil profile Site Classification is determined in accordance with ASCE chapter 20. As determined from Table 20.3-1 of the ASCE 7-16, the foundation material beneath the project site is assumed to be Classified as Type D, Stiff Soil, a material class 4 as per Table 1806.2 CBC). The spectral accelerations for the short or 0.2 second period (SS) and 1 second period (S1) are obtained from seismicmaps.org, as per the Caltrans Manual for Foundation Reports for Buildings and Miscellaneous Structures, January 2020. The CBC was also used to determine the short period site coefficients Fa = 1.05 and Fv =1.86 per Tables 1613A.2.3 (1&2), and to calculate SMS and SM1. SDs and SD1 values were calculated using 2/3 of SMs and 2/3 of SM1, respectively. Table 2 summarizes the recommended Seismic Parameters for the site at Latitude 35.269463 degrees, longitude -119.407889 degrees.

Table 2: Maximum Considered Earthquake Response Spectral Parameters

SS S1 SMS SM1 SDS SD1

1.12 0.437 1.176 0.812 0.784 0.541

The site is not located in an area shown as potentially liquefiable on the State Seismic Hazard Map. Static groundwater is believed to be more than 50 ft.

below the surface. The soils underlying the site are not saturated well graded granular soils, therefore the potential for liquefaction is considered negligible.

There are no known faults crossing beneath or extending toward the site, the potential for surface rupture is considered negligible.

Foundation Recommendations

The following recommendations for the proposed Elk Hills Radio Vault Replacement are based on the Foundation Plans dated July 28, 2022, strip footings for the building and square footing for the antenna tower, and as provided in Table 3 below. At the time of writing this report, the proposed building foundation elevations had not been specified, so the recommended footing depths are referenced from the assumed finished grade. Ideally, the strip footings would be founded on native material at a minimum of 2 ft. below existing and finished grade. Overexcavation and recompaction of the native material is recommended directly beneath the footing footprint, to help achieve the required bearing at this depth.

Page 8 of 16 EA: 06-1C010/EFIS:0621000001

Square Footings and Continuous Strip Footings

We recommend overexcavation and recompaction to promote unity and homogeneity of the material and to simplify construction methods of the foundational material. The limits of the overexcavation may be revised during construction inspections and this Office can provide construction assistance if requested.

All proposed structure foundations shall be placed on compacted material. All footing foundation material should be overexcavated and recompacted granular native material for 1 ft. directly below bottom of footings, compacted to 95% relative compaction. The required Allowable Soil Pressure of 2500 psf at the building and tower foundations will be attained by following the recommendations provided in this section.

The Nominal Bearing Resistance of the compacted foundation material beneath the footings was determined by using AASHTO Bearing Resistance equation 10.6.3.1.2a-1 with a friction angle of 30 degrees, unit weight of 120 pcf and a shape factor Sgamma of 0.6. A Factor of Safety of 3 was utilized to calculate the Allowable Soil P ressures from the Nominal Bearing Resistance in the following Table 3. Footings should be founded a minimum of 2 f t . below the lowest adjacent f inished grade and be a minimum of 2 ft. wide.

Resistance to lateral displacement of foundations may be computed using a coefficient of friction for sliding of 0.25 multiplied by the effective dead load per CBC Table 1806.2, Presumptive Load Bearing Values. Additional lateral resistance can be achieved by considering passive soil resistance against the vertical projection of the foundation equal to an equivalent fluid pressure of 150 psf per foot of depth from Table 1806.2. Slab subgrades should be composed of non-expansive, predominantly granular soil, with the top 6 inches compacted to a minimum of 92% relative compaction or as shown on plans.

Table 3: Footing Design Recommendations for Elk Hills Radio Vault Structures Structure/

Footing Type Footing Width (ft.)

Minimum Footing Embedment below finished grade (ft.)

(a)Assumed bottom of footing elevation

(ft.)

Ultimate Soil Pressure

(psf)

Allowable Soil Pressure

(psf) Pre-fab Building

Strip Footings 2 2.0 1268.0 7,500 2,500 Antenna Tower Square Footing 12.5 5.0 1265.5 7,500 2,500

N O T E : ( a ) A p p r o x i m a t e b o t t o m o f f o o t i n g e l e v a t i o n s w e r e e s t i m a t e d f r o m t h e p r o v i d e d t o p o m a p e l e v a t i o n s a n d t h e p r o v i d e d t y p i c a l f o u n d a t i o n d e p t h s .

Page 9 of 16 EA: 06-1C010/EFIS:0621000001

Notes to The Structural Designer (Shallow Foundations)

The proposed foundations shall be placed on compacted material. To achieve uniformity, the foundational material should be composed of native material recompacted to 95% relative compaction. The extent of the compacted material should extend a minimum of 1 ft. vertically beneath foundation bottom.

Construction Considerations (Shallow Foundations)

Existing underground utilities have been installed at the site and may be encountered during excavations. After removal of any utility or manmade elements, over excavation and re-compaction to 95% Relative Compaction with native foundation material should be performed.

Concrete Slabs on Grade

Building floor slabs can be designed using the modified subgrade reaction modulus, Ks, of 120 psi/in per Table 11, Section 2.11.3, The Caltrans Foundation Report for Buildings and Miscellaneous Structure Guidance, January 2020.

Floor Slab Moisture Barrier

The potential for seasonal shallow perched groundwater to be at or near footing is considered low, upward capillary moisture intrusion into building floor slab is not anticipated. A polyethylene membrane with a minimum thickness of 6 mil can be placed over 4 inches of clean sand to minimize upward capillary moisture, and maybe required per CBC Section 1805.2. - Dampproofing.

Differential Settlement

To minimize differential settlement, uniformity of compacted foundation material is recommended beneath all footings. Most settlement of the non-cohesive foundation soils should occur during compaction and construction activities, and therefore the differential settlements should less than 0.5 inch.

Page 10 of 16 EA: 06-1C010/EFIS:0621000001

If you have any questions, please contact Brian Gutierrez (916) 639-6206 or Segaran Logeswaran (916) 207-2064, Office of Geotechnical Design North.

Prepared by: Reviewed by:

Brian Gutierrez, P.E. Mark Wilson, P.G.

Transportation Engineer Engineering Geologist Office of Geotechnical Design Office of Geotechnical Design North, Branch B North, Branch B

Supervised by:

Segaran Logeswaran P.E.

Senior Transportation Engineer Office of Geotechnical Design North, Branch B, Chief

Appendix 1 - Corrosion Test Summary Appendix 2 - Soils Lab Test Summary Appendix 3 – Boring Records cc: Thomas Song – Office Chief, Office of Geotechnical Design North Victor Romo - Project Manager

Justin Palmaymesa - District Materials Engineer Geotechnical Archive – <https://geodog.dot.ca.gov>

Contract No. 06A3246 https://geodog.dot.ca.gov/

Page 11 of 16 EA: 06-1C010/EFIS:0621000001

Appendix 1 – Corrosion Test Summary Report

Page 12 of 16 EA: 06-1C010/EFIS:0621000001

Appendix 2 – Soils Laboratory Test Summary

Page 13 of 16 EA: 06-1C010/EFIS:0621000001

Appendix 3 – Hand Auger Boring Records

HA-23-001

HA-23-002

HA-23-003

SILTY SAND (SM); loose; light brown; dry; coarse to fine SAND.

Bottom of borehole at 4.0 ft bgs

This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below.

DRILLING CONTRACTOR

Caltrans

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Bulk

TOTAL DEPTH OF BORING

4.0 ft

BOREHOLE DIAMETER

4 in

AFTER DRILLING (DATE)DURING DRILLING

Not Measured

SURFACE ELEVATION

NAVD88

DRILLING METHOD

Hand Auger

DRILL RIG

SPT HAMMER TYPE

BOREHOLE BACKFILL AND COMPLETION

5/17/2023

GROUNDWATER

READINGS

BEGIN DATE

5-17-23

COMPLETION DATE

5-17-23

LOGGED BY

B Gutierrez BOREHOLE LOCATION (Lat/Long or North/East and Datum)

35° 16' 9.9294" / -119° 24' 28.5006" NAD83

HOLE ID

HA-23-001

BOREHOLE LOCATION (Offset, Station, Line)

SHEET

R Q

D

S am pl e

N um be r

M oi st ur e C on te nt

Remarks

B lo w s pe r in

E

LE

V A

T

IO

N ft)

D E

P T

H ft)

D ry

U ni t W ei gh t

(p cf

S am pl e

Lo ca tio n

DESCRIPTION

R ec ov er y

D ril lin g

M et ho d

C as in g

D ep th

PREPARED BY

S Yashinsky

PROJECT OR BRIDGE NAME

Elk Hills Radio Vault Replacement FR

BRIDGE NUMBER

Department of Transportation

Division of Engineering Services

Geotechnical Services

Office of Geotechnical Design - North

REPORT TITLE

BORING RECORD

DIST.

B lo w s pe r fo ot

S he ar S tr en gt h

(t sf

COUNTY

KER

ROUTE

SR 23

POSTMILE

3.6/11.6

DATE

8-28-23

M at er ia l G ra ph ic s

PROJECT ID

0621000001

HOLE ID

HA-23-001

B

R

S T

A N

D A

R D

E

LK

H

IL

LS

R

A D

IO

V

A U

LT

.G

P J

C A

LT

R

A N

S L

IB

R

A R

Y

F E

B

3)

.G

LB

/2

8/ fine SAND.

Bottom of borehole at 4.0 ft bgs

This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below.

DRILLING CONTRACTOR

Caltrans

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Bulk

TOTAL DEPTH OF BORING

4.0 ft

BOREHOLE DIAMETER

4 in

AFTER DRILLING (DATE)DURING DRILLING

Not Measured

SURFACE ELEVATION

NAVD88

DRILLING METHOD

Hand Auger

DRILL RIG

SPT HAMMER TYPE

BOREHOLE BACKFILL AND COMPLETION

5/17/2023

GROUNDWATER

READINGS

BEGIN DATE

5-17-23

COMPLETION DATE

5-17-23

LOGGED BY

B Gutierrez BOREHOLE LOCATION (Lat/Long or North/East and Datum)

35° 16' 10.0452" / -119° 24' 28.3782" NAD83

HOLE ID

HA-23-002

BOREHOLE LOCATION (Offset, Station, Line)

SHEET

R Q

D

S am pl e

N um be r

M oi st ur e C on te nt

Remarks

B lo w s pe r in

E

LE

V A

T

IO

N ft)

D E

P T

H ft)

D ry

U ni t W ei gh t

(p cf

S am pl e

Lo ca tio n

DESCRIPTION

R ec ov er y

D ril lin g

M et ho d

C as in g

D ep th

PREPARED BY

S Yashinsky

PROJECT OR BRIDGE NAME

Elk Hills Radio Vault Replacement FR

BRIDGE NUMBER

Department of Transportation

Division of Engineering Services

Geotechnical Services

Office of Geotechnical Design - North

REPORT TITLE

BORING RECORD

DIST.

B lo w s pe r fo ot

S he ar S tr en gt h

(t sf

COUNTY

KER

ROUTE

SR 23

POSTMILE

3.6/11.6

DATE

8-28-23

M at er ia l G ra ph ic s

PROJECT ID

0621000001

HOLE ID

HA-23-002

B

R

S T

A N

D A

R D

E

LK

H

IL

LS

R

A D

IO

V

A U

LT

.G

P J

C A

LT

R

A N

S L

IB

R

A R

Y

F E

B

3)

.G

LB

/2

8/ fine SAND.

Bottom of borehole at 4.0 ft bgs

This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below.

DRILLING CONTRACTOR

Caltrans

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Bulk

TOTAL DEPTH OF BORING

4.0 ft

BOREHOLE DIAMETER

4 in

AFTER DRILLING (DATE)DURING DRILLING

Not Measured

SURFACE ELEVATION

NAVD88

DRILLING METHOD

Hand Auger

DRILL RIG

SPT HAMMER TYPE

BOREHOLE BACKFILL AND COMPLETION

5/17/2023

GROUNDWATER

READINGS

BEGIN DATE

5-17-23

COMPLETION DATE

5-17-23

LOGGED BY

B Gutierrez BOREHOLE LOCATION (Lat/Long or North/East and Datum)

35° 16' 9.9474" / -119° 24' 28.4394" NAD83

HOLE ID

HA-23-003

BOREHOLE LOCATION (Offset, Station, Line)

SHEET

R Q

D

S am pl e

N um be r

M oi st ur e C on te nt

Remarks

B lo w s pe r in

E

LE

V A

T

IO

N ft)

D E

P T

H ft)

D ry

U ni t W ei gh t

(p cf

S am pl e

Lo ca tio n

DESCRIPTION

R ec ov er y

D ril lin g

M et ho d

C as in g

D ep th

PREPARED BY

S Yashinsky

PROJECT OR BRIDGE NAME

Elk Hills Radio Vault Replacement FR

BRIDGE NUMBER

Department of Transportation

Division of Engineering Services

Geotechnical Services

Office of Geotechnical Design - North

REPORT TITLE

BORING RECORD

DIST.

B lo w s pe r fo ot

S he ar S tr en gt h

(t sf

COUNTY

KER

ROUTE

SR 23

POSTMILE

3.6/11.6

DATE

8-28-23

M at er ia l G ra ph ic s

PROJECT ID

0621000001

HOLE ID

HA-23-003

B

R

S T

A N

D A

R D

E

LK

H

IL

LS

R

A D

IO

V

A U

LT

.G

P J

C A

LT

R

A N

S L

IB

R

A R

Y

F E

B

3)

.G

LB

/2

8/

ENVIRONMENTAL REGULATIONS

August 11, 2025

Kern 5500 06-1C010 Radio Vault

ASBESTOS REQUIREMENTS

The structure to be demolished shall be tested for asbestos-containing construction materials (ACCM survey/study) prior to construction to determine appropriate handling and disposal, if the concrete to be disturbed (per structure) exceeds the following dimensions: over 259 linear feet, over 159 square feet, and/or 34 cubic feet. Please follow guidance of the San Joaquin Valley Air Pollution Control District (SJVAPCD) https://ww2.valleyair.org/compliance/demolition-renovation/demolition/ for all portions of the work pertaining to the demolition of the Radio Vault/Building.

Contract No. 06A3246 https://ww2.valleyair.org/compliance/demolition-renovation/demolition/

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR BUILDING CONSTRUCTION IN KERN COUNTY NEAR DUSTIN ACRES AT THE

ELK HILLS RADIO VAULT

In District 6 Near Route 119 (Location 5500)

Under

Standard Specifications dated 2025

Project plans approved: November 12, 2025 Standard Plans dated 2025

Identified by

Contract No. 06A3246

06-Ker-5500

Project ID 0621000001

Small Business Minor B Solicitation

Quotes open: Thursday, January 29, 2026 Dated: January 15, 2026

Revised 10/20/2025

SPECIAL NOTICES

California Civil Rights Laws

Any person that submits a bid or proposal to, or otherwise proposes to enter into or renew a contract with a State agency with respect to any contract in the amount of one hundred thousand dollars ($100,000) or more shall certify, under penalty of perjury, at the time the bid or proposal is submitted or the contract is renewed, that they satisfy all of the conditions set forth in California Public Contract Code Section 2010 and they shall execute the Certification attached.

Assumption of Risk and Indemnification Regarding Exposure to Environmental Health Hazards

In addition to, and not a limitation of, Contractor’s indemnification obligations contained elsewhere in this Agreement, Contractor hereby assumes all risks of the consequences of exposure of Contractor’s employees, agents, Subcontractors, Subcontractors’ employees, and any other person, firm, or corporation furnishing or supplying work services, materials, or supplies in connection with the performance of this Agreement, to any and all environmental health hazards, local and otherwise, in connection with the performance of this Agreement.

Such hazards include, but are not limited to, bodily injury and/or death resulting in whole or in part from exposure to infectious agents and/or pathogens of any type, kind, or origin. Contractor also agrees to take all appropriate safety precautions to prevent any such exposure to Contractor’s employees, agents, Subcontractors, Subcontractors’ employees, and any other person, firm, or corporation furnishing or supplying work services, materials, or supplies in connection with the performance of this Agreement. Contractor also agrees to indemnify and hold harmless Caltrans, the State of California, and each and all of their officers, agents, and employees, from any and all claims and/or losses accruing or resulting from such exposure. Except as provided by law, Contractor also agrees that the provisions of this paragraph shall apply regardless of the existence or degree of negligence or fault on the part of Caltrans, the State of California, and/or any of their officers, agents, and/or employees.

Mandatory Organic Waste Recycling

It is understood and agreed that pursuant to Public Resources Code Sections 42649.8 et seq., if Contractor generates two (2) cubic yards or more of organic waste or commercial solid waste per week, Contractor shall arrange for organic waste recycling services or commercial waste recycling services that separate/source organic waste recycling. Contractor shall provide proof of compliance, i.e. organic waste recycling services or commercial waste recycling services that separate/source organic waste recycling, upon request from Caltrans Contract Manager.

ADA Compliance

All entities that provide electronic or information technology or related services that will be posted online by Caltrans must be in compliance with Government Code Sections 7405 and 11135 and the Web Content Accessibility Guidelines (WCAG) 2.0 or subsequent version, published by the Web Accessibility Initiative of the World Wide Web Consortium at a minimum Level AA success. All entities will respond to and resolve any complaints/deficiencies regarding accessibility brought to their attention.

Satisfying a Self-Insured Retention (SIR)

All insurance required by this Agreement must allow, but not require, the State to pay any SIR and/or act as Contractor’s agent in satisfying any SIR. The choice to pay any SIR and/or act as Contractor’s agent in satisfying any SIR is at the State’s discretion. If the State chooses to pay any SIR and/or act as Contractor’s agent in satisfying any SIR, Contractor shall reimburse the State for the same.

Available Coverages/Limits

In the event the insurance coverages obtained by Contractor is broader in scope than, and/or the limits are higher than, those required under the Agreement, all such broader coverage and/or higher limits available to the Contractor shall also be available and applicable to the State.

Electronic Signatures

Each party agrees that the electronic signatures, whether digital or encrypted, of the parties included in this Agreement are intended to authenticate this writing and to have the same force and effect as manual signatures for this Agreement. Documents that are referenced by this Agreement may still require manual signatures.

Executive Order N-6-22 – Russia Sanctions

On March 4, 2022, Governor Gavin Newsom issued Executive Order N-6-22 (the EO) regarding Economic Sanctions against Russia and Russian entities and individuals. “Economic Sanctions” refers to sanctions imposed by the U.S. government in response to Russia’s actions in Ukraine, as well as any sanctions imposed under state law . By submitting a bid or proposal, Contractor represents that it is not a target of Economic Sanctions. Should the State determine Contractor is a target of Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be grounds for rejection of Contractor’s bid/proposal any time prior to contract execution, or, if determined after contract execution, shall be grounds for termination by the State.

Executive Order N-12-23 – Generative Artificial Intelligence (GenAI) Technology Use and Reporting

A. The State of California seeks to realize the potential benefits of GenAI, through the development and deployment of GenAI tools, while balancing the risks of these new technologies.

B. Bidder / Offeror must notify the State in writing if it:

1) intends to provide GenAI as a deliverable to the State; or

2) intends to utilize GenAI, including GenAI from third parties, to complete all or a portion of any deliverable that materially impacts:

a) functionality of a State system,

b) risk to the State, or

c) Contract performance.

Note: For avoidance of doubt, the term “materially impacts” shall have the meaning set forth in State

Administrative Manual (SAM) § 4986.2 Definitions for GenAI.

C. Failure to report GenAI to the State may result in disqualification. The State reserves the right to seek any and all relief to which it may be entitled to as a result of such non-disclosure.

D. Upon notification by a Bidder / Offeror of GenAI as required, the State reserves the right to incorporate GenAI

Special Provisions into the final contract or reject bids/offers that present an unacceptable level of risk to the

State.

E. Government Code 11549.64 defines “Generative Artificial Intelligence (GenAI)” as an artificial intelligence system that can generate derived synthetic content, including text, images, video, and audio that emulates the structure and characteristics of the system’s training data.

https://www.gov.ca.gov/wp-content/uploads/2022/03/3.4.22-Russia-Ukraine-Executive-Order.pdf

Standard Title VI/Nondiscrimination Assurances (DOT Order No. 1050.2A)

California Department of Transportation, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 USC Sections 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

Bid Bonds

Bid bonds are only required for agreements over $461,000.00. Contractors are no longer required to purchase and submit a Bid Bond when bidding on Minor B Projects. Section 2-1.34 of the 2025 Standard Specifications is not applicable to Minor B Projects.

Waste Disposal

Prior to the commencement of waste disposal, Contractor must adhere to the provisions highlighted in Senate Bill 1383 (Lara) of 2016 Title 14, CCR, General Provisions section 18981.2, Public Resources Code sections 42652

et. Seq.

06A3246

TABLE OF CONTENTS

NOTICE TO BIDDERS

SPECIAL PROVISIONS

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

3 CONTRACT AWARD AND EXECUTION

4 SCOPE OF WORK

5 CONTROL OF WORK

6 CONTROL OF MATERIALS

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

12 TEMPORARY TRAFFIC CONTROL

14 ENVIRONMENTAL STEWARDSHIP

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XII BUILDING CONSTRUCTION

99 BUILDING CONSTRUCTION

LINK TO 2025 STANDARD PLANS AND STANDARD SPECIFICATIONS

STANDARD PLANS LIST

The standard plan sheets applicable to this Contract include those listed below.

When applicable, revised standard plans (RSPs) listed below are included in the project plans.

ABBREVIATIONS, LINES, SYMBOLS, AND LEGEND

A3A Abbreviations (Sheet 1 of 3)

A3B Abbreviations (Sheet 2 of 3)

A3C Abbreviations (Sheet 3 of 3)

A10A Legend - Lines and Symbols (Sheet 1 of 5)

A10B Legend - Lines and Symbols (Sheet 2 of 5)

A10C Legend - Lines and Symbols (Sheet 3 of 5)

A10D Legend - Lines and Symbols (Sheet 4 of 5)

A10E Legend - Lines and Symbols (Sheet 5 of 5)

TEMPORARY CRASH CUSHIONS, RAILING AND TRAFFIC SCREEN

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

T3A Temporary Railing (Type K)

T3B Temporary Railing (Type K)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

TEMPORARY TRAFFIC CONTROL SYSTEMS

T9 Traffic Control System Tables for Lane and Ramp Closures

T13 Traffic Control System with Reversible Control on Two Lane

Conventional Highways

T13A Traffic Control System Two Lane Conventional Highways

T13B Traffic Control System Two Lane Conventional Highways

ROADSIDE SIGNS

RS1 Roadside Signs - Typical Installation Details No. 1

RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2

RS4 Roadside Signs - Typical Installation Details No. 4

ELECTRICAL SYSTEMS - LEGEND AND ABBREVIATIONS

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

ELECTRICAL SYSTEMS - SERVICE EQUIPMENT AND WIRING

DIAGRAMS

ES-2A Electrical Systems (Service Equipment)

ELECTRICAL SYSTEMS - LIGHTING STANDARDS

ES-6D Electrical Systems (Lighting Standard, Types 15D and 21D, Double

Luminaire Mast Arm)

ELECTRICAL SYSTEMS - SPLICE INSULATION METHODS, KINKING

AND BANDING DETAILS

ES-13B Electrical Systems (Kinking and Banding Detail)

TEMPORARY WOOD POLES

ES-18A Temporary Wood Poles - General Notes

ES-19A Temporary Wood Poles - Details No. 1

ES-19B Temporary Wood Poles - Details No. 2

ES-19C Temporary Wood Poles - Details No. 3

ES-19D Temporary Wood Poles - Details No. 4

ES-19E Temporary Wood Poles - Details No. 5

NOTICE TO BIDDERS

Quotes open: Thursday, January 29, 2026 Dated: January 15, 2026 General work description: Remove and replace the current radio vault and tower.

The Department of Transportation (Department) will receive quotes for Building Construction In Kern County Near

Dustin Acres at The Elk Hills Radio Vault.

District-County-Route-Post Mile: 06-Ker-Location Code 5500

Prime Contractor must have either a Class A license or an applicable Class C license.

Prime Contractor must be a certified Small Business under Section 2-1.05.

Department establishes no DVBE Contract goal but encourages bidders to obtain DVBE participation.

Bids must be on a unit price basis.

Complete the work within 60 working days.

The estimated cost of the project is $244,000.00

The Department will receive quotes until 2:15 p.m. on the quotes open date at:

Analyst’s Email: eva.clark@dot.ca.gov

*Put SB Contract # in the Subject Line of the Email

Quotes received after this time will not be accepted.

No pre-bid meeting is scheduled for this project.

Quote Packages, including Invitation for Quote, Notice to Bidders, Special Provisions, and Project Plans are available in electronic format only. These documents may be viewed and obtained at:

Cal eProcure website: https://caleprocure.ca.gov/pages/index.aspx

Standard Specifications dated 2025

Standard Plans dated 2025

Present bidders’ inquiries to the District at:

District 6 Dallia Foster Email Duty Senior: CR.Bidders.Questions@dot.ca.gov

Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the Department does not consider these questions as bid protests.

Department will open bids under Section 2-1.43.

There will be no public opening of quotes. Quotes results will not be listed on the Internet.

Request quote results at:

Analyst’s Name: Eva Clark Email: eva.clark@dot.ca.gov Phone: (279)789-1443

District office addresses are provided in the Standard Specifications.

Contract No. 06A3246 mailto:eva.clark@dot.ca.gov https://caleprocure.ca.gov/pages/index.aspx mailto:eva.clark@dot.ca.gov

Prevailing wages may be required on this Contract under Section 7-1.02K(2). The Director of the California Department of Industrial Relations (DIR) determines the general prevailing wage rates. Obtain the wage rates at the DIR website, http://www.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located at https://dot.ca.gov/programs/construction/labor-compliance.

Department has made available Notices of Suspension and Proposed Debarment from the Federal Highway Administration. For a copy of the notices, go to https://ppmoe.dot.ca.gov/cc. Additional information is provided in the Excluded Parties List System at https://www.ojp.gov/tfsc/doj_ojp_tfsc_excluded_parties_guide_508.

Standard Specifications and Standard Plans may be viewed at Department’s Division of Design website at https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications.

Contract No. 06A3246 http://www.dir.ca.gov/OPRL/PWD/Index.htm https://dot.ca.gov/programs/construction/labor-compliance https://ppmoe.dot.ca.gov/cc https://www.ojp.gov/tfsc/doj_ojp_tfsc_excluded_parties_guide_508 https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications

Special Provisions

DIVISION I GENERAL PROVISIONS

1 GENERAL

Add to section 1-1.01:

Bid Items and Applicable Sections

Item code

Item description Applicable section

039289 MODIFYING EXISTING ELECTRICAL SERVICE 87

994650 BUILDING WORK 99

Replace the definition of Bid Item List in Section 1-1.07B with:

Bid Item List: List of bid items and the associated quantities on the Quote Proposal for Unit Quote Items.

Replace the definition of Director in Section 1-1.07B with:

Director: Department’s District Director.

Add the following to Section 1-1.07B:

Quote: Bid for an agreement with bidders limited to only Small Businesses under Section 2-1.05.

Add the following to the table in Section 1-1.11:

Reference or agency or department unit Website Address

Telephone Number

Office of Civil Rights https://dot.ca.gov/programs/ civil-rights

1823 14th Street Sacramento, CA 95811

(916) 324-0449

2 BIDDING

Replace Section 2-1.05 with:

2-1.05 Bidder Eligibility

Bidder must be certified as a small business at the time and date of bid opening and on the date of contract award or have submitted a complete application to the Department of General Services (DGS), Office of Small Business and DVBE Services. The complete application and any required substantiating documentation must be received by DGS by 5:00 p.m. on the bid opening date.

Replace Section 2-1.06A with:

2-1.06A General

Standard Specifications and Standard Plans may be viewed at:

https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications.

The Bid Package may be viewed and obtained at the Cal eProcure website.

Contract No. 06A3246 https://dot.ca.gov/programs/civil-rights https://dot.ca.gov/programs/civil-rights https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications

The Bid Package includes the Invitation for Bid, Notice to Bidders, Special Provisions, Project Plans, Revised Standard Plans, and a web link to the Standard Specifications and Standard Plans.

Add between the 1st and 2nd paragraphs of section 2-1.06B:

The Department makes the following supplemental project information available:

Supplemental Project Information

Means Description

Included in the Information Handout Foundation Report, SFM Permits, Asbestos Regulation

Replace the 3rd paragraph of Section 2-1.06B with:

If an Information Handout or cross sections are available, you may view and obtain them at the Cal eProcure website.

Add the following to Section 2-1.10

Submit the form with your bid.

Replace section 2-1.11 with:

2-1.11 IN-USE OFF-ROAD DIESEL-FUELED VEHICLE LIST

Section 2-1.11 applies to non-informal-bid contracts.

Complete and submit the In-Use Off-Road Diesel-Fueled Vehicle List form under section 2-1.33.

On the In-Use Off-Road Diesel-Fueled Vehicle List form, list each fleet used by you or your subcontractor to perform work and is subject to 13 CCR § 2449 et seq.