H._Final_Solicitation.pdf

Solicitation No. 12A2278

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 28 Pages

Specifications 28 Pages

Link to the 2024 Edition of the Standard Specifications Page 29

The Bid Package contains 16 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. 12A2278 Quote Due Date: May 1, 2025

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/

“Provide a safe and reliable transportation network that services all people and respects the environment.”

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

General Contractors Instructions/Checklist

Solicitation No. 12A2278

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://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

“Provide a safe and reliable transportation network that services all people and respects the environment.”

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

12A2278

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. 12A2278 (EA 12-0V340)

At 12-Ora-142-R0.7/6.4

Identified by

Project ID 1224000120

MATERIALS INFORMATION

Geotechnical Design Report for State Route 142 - Install CCTV Camera

NoTraffic Quick Start Guide - Version 2.2 - July 2024

Information Handout; Contract No. 12A2278; Page 1 of 28

M e m o r a n d u m

To: SAIED MEHRANFARD Date: October 17, 2024 Design Branch H District 12

File: 12-ORA-142-PM 0.7/6.4

EA 12-0V340

Attention: Ray Nguyen EFIS 1224000120 Install CCTV Camera

From: GEOTECHNICAL SERVICES Office of Geotechnical Design South Branch D

Subject: GEOTECHNICAL DESIGN REPORT FOR STATE ROUTE 142 – INSTALL CCTV

CAMERA

Introduction Pursuant to the request dated September 9, 2024, this Geotechnical Design Report has been prepared for the new CCTV pole location at PM 6.35 in Orange County. The purpose of this report is to summarize the available geotechnical information, provide geotechnical recommendations, and determine if standard plans and specifications can be used for the new CCTV pole installation. The recommendations presented in this report are based on the project plans dated December 15, 2022.

Project Description The new CCTV pole is in Orange County near the neighborhood of Sleepy Hollow in the City of Chino Hills (see site plan shown on Figure 1 and pole details in Table 1). The new CCTV pole location will provide data to enhance traffic management and monitor congestion. The height of the pole will be 35 feet.

All elevations referenced within this report are based on the North American Vertical Datum of 1988 (NAVD 88), unless otherwise noted.

Information Handout; Contract No. 12A2278; Page 2 of 28

Figure 1 – Site Plan Table 1 – Description of Proposed CCTV Camera Pole

Proposed Structure

ID

Pole Type

Standard Plan

Number

Approx.

Station1

Approx.

Offset (ft)

Approx.

Top of Pile Elevation

(ft)

Original Ground Slope (H:V)

CIDH

Pile

Diameter (ft)

CIDH

Pile

Length (ft)

Location #5 VDS 35 ES-16D 423+55 75.0 Lt. 827 Level 2.5 7.0

1. Stationing per SR-142 Orange County alignment line along Carbon Canyon Road

Geotechnical Investigation The Geotechnical Investigation included a review of regional geologic maps, available geotechnical information in the area, site reconnaissance, and one hand auger at the approximate pole location.

Information Handout; Contract No. 12A2278; Page 3 of 28

SAIED MEHRANFARD

October 17, 2024

Subsurface Exploration

Table 2 – Borehole Summary Table

Borehole ID Northing/Easting Ground Surface

Elevation, ft

Depth, ft Date Completed

HA-24-001 2290984.8 6096961.1 827 6.5 9/11/2024

On September 11, 2024, during the site visit one hand auger exploration was advanced to 6 ½ feet below ground surface. Soil and rock samples at various depths were collected from the hand auger boring. Soil/rock descriptions and soil sample locations are shown on the Boring Record in Appendix I. No previous nearby subsurface data was available.

Laboratory Testing

Soil and rock samples were submitted to the lab for soil classification, strength parameters, and corrosion evaluation (Particle Size Analysis, Plasticity Index, Moisture Content, Unit Weight, Direct Shear, and Corrosion Testing). A summary of the test results is provided in Appendix II, and the test sample locations are shown on the Boring Record in Appendix I.

Geotechnical Conditions Geology

The Geologic Map (Figure 2) of the Yorba Linda and Prado Dam quadrangles indicate that the site is located on material identified as Tertiary Monterey Formation consisting of mostly medium-grained bedded sandstone, locally coarse and pebbly, and minor silty clay shale (Tmss).

Information Handout; Contract No. 12A2278; Page 4 of 28

Figure 2 – Geologic Map (Dibblee, T.W., and Ehrenspeck, H.E., 2001)

Surface Conditions

The new CCTV pole is located approximately 75 feet left of centerline SR-142 PM 6.35 in the unpaved area outside of the guardrail next to the boundary between Orange and San Bernardino County. The project site is located at the base of northwest-southeast trending Lions Canyon that intersects with northeast-southwest trending SR-142 alignment that roughly follows Carbon Canyon creek. Surface drainage in Lions Canyon flows from northwest to southeast towards SR-142. There is an existing drainage and concrete culvert at the bottom of Lions Canyon that conveys surface water below SR-142 to Carbon Canyon creek on the south side of the roadway. The culvert is fed by an unlined drainage ditch approximately 4 feet deep. The culvert inlet is approximately 10 feet wide with concrete wingwalls on the upstream side. Surface drainage from the adjacent roadway is diverted into and underground stormwater system by AC dikes on the edge of pavement and storm drain inlets along the road. The surface topography at the CCTV pole location is relatively flat unpaved topsoil with gravel and thin grassy vegetation. The slopes surrounding the site are heavily wooded and rise at maximum slope ratio of 1.5:1 (H:V) from approximately 850 feet elevation to a maximum height of about 1,180 feet elevation.

The surrounding hillsides appear to be stable, and the geologic map does not show any mapped landslides in the nearby vicinity.

Site Location

Information Handout; Contract No. 12A2278; Page 5 of 28

Subsurface Conditions

Based on the September 2024 hand auger the subsurface conditions are characterized by dry, moderately cemented Silty and Clayey Sand derived from alluvium in the upper 4 ½ feet. Below 4 ½ feet the subsurface is composed of intensely weathered grading to moderately weathered sandstone of the Monterey Formation (Tmss).

Groundwater

Groundwater was not encountered during the 2024 geotechnical investigation. No sources of groundwater information were identified. For design purposes groundwater surface elevation was considered below the bottom of the CIDH foundations.

Corrosion Evaluation One bulk composite soil sample was collected for corrosion testing during the September 2024 subsurface investigation. Corrosion test results for the sample is shown in Appendix II. Based on Caltrans’ standards, the site is considered non-corrosive. 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.

Seismic Hazards Liquefaction

Based on the absence of groundwater in the current geotechnical boring, the presence of bedrock at 4 ½ feet below ground surface, and the pole location not mapped within a potentially liquefiable zone (CGS 1999) the site is not susceptible to liquefaction.

Analysis and Design

For standard plan Electrical Systems (ES) poles, the predetermined geotechnical engineering parameters include minimum required shear strength of 30 degrees (friction angle) for cohesionless soil and 1.5 ksf for cohesive soils, and minimum unit weight of 120 pcf.

Based on laboratory testing data, and the presence of shallow sandstone bedrock, the site subsurface conditions meet the minimum required shear strength and unit weight for standard plan design.

Information Handout; Contract No. 12A2278; Page 6 of 28

Recommendations

The proposed CCTV pole foundation is recommended to be based on 2023 Standard Plans Sheet ES-16D (Electrical Systems – Vehicle Detection System Pole 30’ to 40’) for reinforced CIDH pile foundations with a diameter of 2’-6” and minimum required pile length of 7’-0” provided the selected location is on level ground. If the pole is to be placed on sloping ground up to 2:1 (H:V) the minimum required pile length must be increased to 9’-0”.

Questions relating this report should be directed to Tyler Morelli at 916-813-3677 or James Majors at 213-200-4188

JAMES MAJORS, PE, GE

Transportation Engineer Office of Geotechnical Design South Branch D

TYLER MORELLI, PG

Engineering Geologist Office of Geotechnical Design South Branch D

References:

Dibblee, T.W., Ehrenspeck, H.E. (2001), Geologic map of the Yorba Linda and Prado Dam quadrangles (eastern Puente Hills), Los Angeles, Orange, San Bernardino and Riverside Counties, California.

Attachments:

Appendix I, Boring Record Appendix II, Laboratory Test Data c: Behdad Baseghi, District Materials Engineer, District 12

Information Handout; Contract No. 12A2278; Page 7 of 28

Appendix I – Boring Record

Information Handout; Contract No. 12A2278; Page 8 of 28

SILTY SAND with GRAVEL (SM); dark brown; dry; mostly fine SAND; some fines; little fine to coarse GRAVEL;

moderate cementation; (NATIVE).

SILTY SAND (SM); brown; dry; mostly fine SAND; some fines; moderate cementation.

SANDY lean CLAY (CL); strong brown; moist; mostly fines; some fine SAND; moderate cementation.

PP=3.5.

SEDIMENTARY ROCK (SANDSTONE); medium grained; yellowish brown; intensely weathered; soft;

Monterey Formation (Tmss); (NATIVE).

Moderately weathered.

Bottom of borehole at 6.5 ft bgs

Backfilled with cuttings Bedrock encountered at 4.5 feet bgs No groundwater at time of drilling

This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2022).

2.5

2.5

CR

DS, PI

B-1

S-1

S-2

BOREHOLE LOCATION (North/East and Datum)

2290984.8 / 6096961.1 NAD83

HOLE IDENTIFICATION

HA-24-001

DRILLING METHOD

Hand Auger

SURFACE ELEVATION

~827.0 ft NAVD88

BEGIN DATE

9-11-24

COMPLETION DATE

9-11-24

LOGGED BY

TAM

BOREHOLE DIAMETER

3.3 in

TOTAL DEPTH OF BORING

6.5 ft

GROUNDWATER

READINGS

AFTER DRILLING (DATE)

N/A

SPT HAMMER TYPE

Slide Hammer HAMMER EFFICIENCY, ERi

N/A

DURING DRILLING

N/E

Department of Transportation

Division of Engineering Services

Geotechnical Services PROJECT NAME ORA_142_PM 6.35_CCTV Pole

E

LE

V A

T

IO

N ft

825.00

823.00

821.00

819.00

817.00

815.00

813.00

811.00

809.00

807.00

805.00

803.00

D E

P T

H ft

S am pl e

Lo ca tio n

M at er ia l G ra ph ic s

D ry

U ni t W ei gh t (p cf

M oi st ur e C on te nt

B lo w s pe r in

DESCRIPTION

PROJECT ID

1224000120

POSTMILE LIMITS

R0.7/6.4

C as in g

D ep th D ri lli ng M et ho d

R ec ov er y

B lo w s pe r fo ot

S am pl e

S iz e (in

DIST.

SHEET

S he ar S tr en gt h

(t sf

COUNTY

ORA

HOLE IDENTIFICATION

HA-24-001

ROUTE

BORING RECORD

Remarks

R Q

D

S am pl e

N um be r

B

R

S T

A N

D A

R D

O C

R _1

_P

M 6.

5_

C C

T V

P O

LE

_H

A .G

P J

C A

LT

R

A N

S G

IN

T

L

IB

R A

R Y

.G

LB

0/

/2

Information Handout; Contract No. 12A2278; Page 9 of 28

Appendix II – Laboratory Test Data

Information Handout; Contract No. 12A2278; Page 10 of 28

Date: 10/3/2024

To: James Majors / Tyler Morelli / GODS-D

From: Kathryn Hiratsuka / (916) 227-7119

RE: Laboratory Test Report -- EA: 12-0V340

PID: 1224000120

Install CCTV Cameras

GL 24-057

Final test results.

Note: All remaining test specimens will be disposed of in 30 calendar days from the release date of the final test results.

DIVISION OF

ENGINEERING SERVICES

OFFICE OF GEOTECHNICAL SUPPORT

GEOTECHNICAL LABORATORY

5900 Folsom Boulevard Sacramento, CA 95819

Information Handout; Contract No. 12A2278; Page 11 of 28

CALIFORNIA DEPARTMENT OF TRANSPORTATION

GEOTECHNICAL LABORATORY

GL TRACKING NO: 24-057

Dist - EA: 12-0V340

Project ID: 1224000120 Project Name: Install CCTV Cameras Structure No:

Report Date: October 3, 2024

Page: 1/1

CLASSIFICATION TEST SUMMARY

SAMPLE ID

Depth

(ft)

% FINER THAN

ATTERBERG

LIMITS

AS RECEIVED

Gs

3" 2 1/2" 2" 1 1/2" 1" 3/4" 1/2" 3/8" No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 5µ 1µ LL PI γd (pcf) %m

HA-24-001_B-1 0-6

HA-24-001_S-1 2.5 100 98 96 90 80 65 51 28 21 29 14 94.2 6.5

HA-24-001_S-2 6 102.0 4.5

HA-24-001_S-2

(MA)

6 100 98 95 88 66 38 20 13 9 6

Information Handout; Contract No. 12A2278; Page 12 of 28

DIRECT SHEAR TEST by ASTM D3080

2024-09-30 16:01:12 2.3.16.220 / 2.3.16.220 1

Project: HA-24-001-S-1

Boring No.: HA-24-001

Sample No.: S-1

Test No.: DS24039A

Description: Damp; Brown; Hard; Silty; Clayey Sand with Gravel. *This description is not a soil classification.

Remarks: AASHTO T236, STII#3.

Location: 12-ORA-142-0.70-6.40

Tested By: HT

Test Date: 9/24/24

Sample Type: Tube

Project No.: 12-0V340

Checked By: GL#24-057

Depth: 2.5'

Elevation:

Symbol

Test No.

Sample No.

Shape

Dimension, in

Area, in²

Height, in

Water Content, %

Dry Density, pcf

Saturation, %

Void Ratio

Consol. Height, in

Consol. Void Ratio

Water Content, %

Dry Density, pcf

Saturation, %

Void Ratio

Normal Stress, psf

Max. Shear Stress, psf

Ult. Shear Stress, psf

Time to Failure, min

Disp. Rate, in/min

In iti al F in al

DS24039A

S-1

Circular

2.375

4.4301

8.86

100.1

34.95

0.68453

0.68453

25.34

100.1

99.96

0.68453

151.98

232.9

213.41

21.145

0.004

DS24039B

S-1

Circular

2.375

4.4301

8.96

96.53

32.43

0.74621

0.97887

0.70931

24.46

101.5

99.98

0.66062

299.86

349.87

327.29

66.122

0.004

DS24039C

S-1

Circular

2.375

4.4301

9.01

96.97

32.95

0.73815

0.91771

0.59512

20.09

109.3

99.96

0.5425

599.71

643.3

622.78

81.18

0.004

0.0 0.1 0.2 0.3 0.4

0.14

0.12

0.10

0.08

0.06

0.04

0.02

0.00

-0.02

V er t.

D ef or m at io n, in

0.0 0.1 0.2 0.3 0.4

Horz. Deformation, in

S he ar S tr es s, p sf

0 200 400 600 800 1000 1200 1400 1600

Normal Stress, psf c = 84.2 psf φ = 42.8 tan φ = 0.93

Information Handout; Contract No. 12A2278; Page 13 of 28

DIRECT SHEAR

JOB : 12-0V340 GL# 24-057

SAMPLE : HA-24-001-S-1 Test No. DS24039 Test Specimen A

Information Handout; Contract No. 12A2278; Page 14 of 28

SAMPLE : HA-24-001-S-1 Test No. DS24039 Test Specimen B

Information Handout; Contract No. 12A2278; Page 15 of 28

SAMPLE : HA-24-001-S-1 Test No. DS24039 Test Specimen C

Information Handout; Contract No. 12A2278; Page 16 of 28

Results sent to:

Division of Engineering Services

Materials Engineering and Testing Services

Corrosion Branch

JAMES MAJORS

Report Date: 9/26/2024

Certified by Michael Mifkovic, PE

EA:

EFIS:

Dist/Co/Rte/PM:

12-0V340

1224000120

12 / ORA /142/ / 6.35 PM

CORROSION TEST SUMMARY REPORT

CORROSION

LAB #

MINIMUM

RESISTIVITY¹

pH¹(ohm‐cm)TL101 #

IS SAMPLE

CORROSIVE?

DEPTH

(FT)

START END

CHLORIDE

CONTENT²

(ppm)

SULFATE

CONTENT³

(ppm)BORE #

SOIL SAMPLE FROM/FOR: CCTV INSTALLATION

1875 6.87 13 460 6CR20240400† HA‐24‐001C003283 NO

†Comment: CORROSION RESULTS SHOULD NOT BE APPLIED TO FOUNDATIONS WITH DEPTHS GREATER THAN TESTED.

This site is not corrosive to foundation elements (see note below).

Note: For Structural Elements, the Department considers a site corrosive if one or more of the following conditions exist: pH is 5.5 or less, chloride concentration is 500 ppm or greater, sulfate concentration is 1500 ppm or greater. Resistivity is not considered for Structural Elements.

MSE backfill shall conform to the requirements of section 47-2.02C Structure Backfill in the Standard Specifications.

¹CT 643, ²CT 422, ³CT 417

9/26/2024CR20240400 ‐ CR20240400

Information Handout; Contract No. 12A2278; Page 17 of 28

NoTraffic Quick Start Guide

Version 2.2 July 2024

Information Handout; Contract No. 12A2278; Page 18 of 28

Wi-Fi

SDLC / NTCIP

• Sensor Units use video/radar for object-based detection and classification of all modes. 1 Sensor has a V2X RSU.

• Processed data is sent to the Nexus over Wi-Fi (270’ range).

• Nexus places detector calls via SDLC and reads traffic light status via SDLC or NTCIP.

• Real-time and historical data is sent to MobilityOS over LTE.

• MobilityOS (MoS) provides remote access to video streams, detection zones, performance measures, and alerts.

• Intersection Manager provides local access at the cabinet for configuration.

Sensor Units

MobilityOS

Traffic Signal Controller

NoTraffic System Overview

Field Laptop Intersection Manager

Nexus

Cat5

Information Handout; Contract No. 12A2278; Page 19 of 28

Nexus

AntennaPower DIN Rail

Main DIN Rail (top view)

NoTraffic Standard Hardware Overview

Main DIN Rail (side view)

Sensor Unit V2X Sensor Unit

Information Handout; Contract No. 12A2278; Page 20 of 28

Recommended Preparation Power Cable & Mounts for Sensors:

1. Pull cable (14-18 AWG, 3-conductor stranded copper) from cabinet to mounting locations.

2. Install mounts and Sensors.

Cabinet Review, Configuration & Install

1. Provide phasing diagram or timing sheet.

2. Confirm Detection I/O. Note if SDLC is 25-Pin only.

3. Confirm NTCIP or SDLC can provide Traffic Light Status.

4. Install Antenna, Main DIN, Power DIN & Nexus. See

Cabinet Installation Page for guidance.

Assign IP for City Network (optional)

1. If the City will add NoTraffic to their network, provide the assigned IP & Subnet.

Mobility OS Accounts & Alerting:

1. Provide email addresses for user accounts.

2. Provide any specific alerting procedures.

Update Nexus & Sensor Units Prior to Install

1. See Nexus & Sensor Updates page.

Main DIN Rail

Nexus

Power DIN Rail

Antenna

4X Power Runs

Information Handout; Contract No. 12A2278; Page 21 of 28

Nexus & Sensor Updates NoTraffic Download Manager (NDM) Overview

• NDM is a Windows software that stores the latest Nexus &

Sensor versions to update equipment locally.

• Use the “NoTraffic Download Manager – Install Guide” to install the software and create your account.

Create Workstation & Update Units

1. Connect Antenna leads:

• Main DIN Router: LTE 1, GNSS, LTE 2, Wi-Fi 1 and 2

• Main DIN ELTE: LTE 3 & 4

• Control Unit: Wi-Fi 3 & 4

2. Connect DC power cable from Main DIN’s red & black terminals to the Nexus + (red) and – (black) terminals.

1. Connect Ethernet from Switch:

• Port 2: Main Router

• Port 3: ELTE

• Port 4: Nexus left side port

• Port 5: Laptop

2. Connect Sensors to power using a 14-18/3 power whip.

1. Open NDM on your laptop. It will check the versions on the Nexus & Sensors.

1. Update units as required.

Information Handout; Contract No. 12A2278; Page 22 of 28

Cabinet Installation Install DIN Rails:

1. Mount Main DIN Rail, Power DIN

Rail and Nexus

2. Recommendation: Connect the DC power for the Nexus, and DC power for the web relay (tan terminals) prior to mounting)

3. Connect Cat5 cables on Switch:

• Port 1: City WAN (not required)

• Port 2: Main Modem

• Port 3: Backup Modem (ELTE)

• Port 4: Nexus (“Router” Port)

• Port 5: Technician Port for later

Install Antenna:

1. Drill 7/8” hole on top of cabinet.

2. Remove 3M adhesive and firmly affix antenna to the cabinet.

3. Hand-tighten slotted antenna nut.

4. Apply a silicon waterproof sealant bead around the antenna.

Connect Antenna Leads:

1. Main Router: LTE 1, GPS/GNSS, LTE 2, Wi-Fi 1 and Wi-Fi 2.

2. Backup Modem (ELTE): LTE 3 &

LTE 4.

3. Control Unit: Wi-Fi 3 to TTD1 &

Wi-Fi 4 to TTD2.

Connect Nexus Power & Comms:

1. Terminate Nexus’s DC power cable to (+) and (–) terminals on CU from the Main DIN’s red & black terminals.

2. Connect Cat5 cable from Port 4 to Nexus left side port labeled “Router”.

Information Handout; Contract No. 12A2278; Page 23 of 28

Cabinet Installation Continued

Bridge AC Power to Power DIN Rail:

1. Terminate the 3-conductor cable to the bottom of the Main Din’s Black / White / Green terminals

2. Terminate the other end to the Power Din’s surge suppressor (L=black, N=white, G=green)

Connect Web Relay Power & Comms:

1. Terminate the DC Cable from the

Power DIN’s Web Relay to the tan terminals on the Main Din.

Note: You need a small electronics flathead to open the circle terminal by pressing into the square

2. Plug the DC Power back into the Power DIN’s Web Relay.

3. Connect Cat5 cable from the Main Din’s Backup Modem (ELTE) to the Power DIN’s Web Relay.

• The ELTE is the smaller black modem with 2 ports. Either port can be used.

Terminate Power Runs to Power DIN:

1. Terminate sensor power cables to the Live (black), Neutral (white) and Ground (Green) terminals.

2. The Live terminals correspond to the circuit breakers from left to right.

• Leave circuit breakers off (green) until ready for power.

Call NoTraffic NOC Engineer & Power On

1. Call NOC Deployment Line: +1 (202) 800-1890, line #2.

2. Flip circuit breaker on Main DIN to on (red).

3. NOC Engineer will assign equipment to intersection and assist with aiming, calibration and configuration as needed.

• Provide Last 4 digits of serial # for Nexus, Sensors & Main DIN.

Information Handout; Contract No. 12A2278; Page 24 of 28

Sensor Unit Installation & Aiming Mount Sensors

1. Attach Sensor Unit to mounting bracket, right-side-up, as shown.

2. Note: One Sensor has a V2X RSU and 2 Antennas. Hand tighten the antennas. The V2X Sensor should be on the main road, closest to the cabinet.

Connect Power

1. Remove back compartment

(Note: Requires a 2.5mm Hex).

2. Feed power cable through the larger hole.

3. Terminate power cable to Sensor

Units: Note: Terminals are either orange lever connectors (do not use any tools) or press-down connectors (use small flathead to open).

• Live to L, Ground to PE, Neutral to N.

4. Re-attach the back compartment and tighten down.

V2X Sensor

Standard Sensor

Aim & Calibrate Sensors

1. Flip circuit breaker to on (red) to power on Sensors.

2. Call NOC Deployment line to aim sensors; OR,

3. Proceed to next page to aim locally using Intersection Manager.

4. Open the SU Aiming page. Aiming Guidance:

5. Vertical: Stop bar should be between the black lines

6. Horizontal: The pink line (radar FOV) should capture a right turn

7. Once aimed, the NOC Engineer will calibrate the sensor (~15 min)

Information Handout; Contract No. 12A2278; Page 25 of 28

Local Configuration with Intersection Manager Intersection Manager (IM) is used at the cabinet via laptop & technician port to configure the detection, controller status, detection zones and Agency Network connection.

Step 1: Open IM & Make I/O Connections

1. Connect laptop to Port 5.

2. Open http://10.5.0.2:6080/

• Login: admin

• Password: notraffic2017

3. SDLC: Connect SDLC from Nexus to Controller or SDLC Bus.

4. NTCIP: Connect Cat5 from Nexus NTCIP Port to controller or Agency’s switch.

• If using an Agency’s switch, assign an IP on the controller’s network.

Step 2: Configure Traffic Light Status

1. Select NTCIP OR SDLC.

NTCIP (optional but preferred):

1. Input controller’s IP & NTCIP Port

2. Input a NoTraffic IP on same network.

Ex: Controller = 172.30.30.30, NT = 172.30.30.29).

3. Input netmask from controller.

4. Save & Test connection. Click Finish.

SDLC (required if no NTCIP available):

1. Add the channel, channel type and phase for each load switch.

2. Click Finalize configuration.

3. Verify the channels & diagnostics.

Step 3: Configure SDLC Detection

1. Ensure the BIU is Free and simulate a detector call to an output.

2. Click Finish. Note: This must be done prior to publishing zones.

3. Verify channels & diagnostics.

Step 4: Add Agency Network IP (optional)

1. Connect Port 1 to Agency’s switch.

2. Intersection name auto-populates.

3. Input NoTraffic’s assigned IP & netmask

4. Click Save.

Note: NTCIP is optional but provides call status and is required for some modules.

Information Handout; Contract No. 12A2278; Page 26 of 28 http://10.5.0.2:6080/

Publish Detection Zones & Validate Overview

1. The NOC Engineer will notify you when Sensor calibration is complete, and zones can be drawn.

2. Zones can be added using Intersection Manager or Mobility OS

Open Stream & Select Approach

1. Open the AI Detection page in

MobilityOS or Intersection Manager.

2. Click Live Streaming to start the feeds

• Click Update to save the image

• Stop streaming

Add Presence Zones

1. Click Create new Detection Zone.

2. Click on a lane and place 4 points to draw your detection zone. Note: Zone must be within a colored lane.

3. Input the following:

• Detector Name

• Phase

• Detector Output

• Detector type (All Vehicles or

Bikes Only)

4. Click Next.

5. Click Activate to start sending calls.

6. Validate at controller.

Optional: Add Pulse & Count Zones Pulse Zones

1. Follow the same steps as above

2. Select output type = pulse

Count Zones

1. From AI Detection page, click

Create/Edit Zones

2. Click Create New Counting Zone

3. Click on the lane

• Input name

• Input phase

• Input detector output

• Select detection type (All

Vehicles or Bikes Only)

4. Click Next & Publish.

Information Handout; Contract No. 12A2278; Page 27 of 28

Technical support for troubleshooting is available 24/7/365 by phone or email.

Phone: +1 202-800-1890 Email: support@notraffic.tech

NoTraffic Support Line Information Handout; Contract No. 12A2278; Page 28 of 28 mailto:support@notraffic.tech

Small Business Minor B Solicitation

Quotes open: May 1, 2025 Dated: April 17, 2025

Revised 10/31/2024

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

Notice to Bidders And

Special Provisions For Construction On State Highway In ORANGE COUNTY NEAR BREA AT VARIOUS LOCATIONS

FROM ROUTE 90 TO ORANGE COUNTY LINE.

In District 12 On Route 142

Under

Standard Specifications dated 2024

Project plans approved: February 10, 2025 Standard Plans dated 2024

Identified by

Contract No. 12A2278

12-ORA-142-R0.7/6.4

Project ID: 1224000120

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 2024 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.

02/05/2025

The Special Provisions contained herein have been prepared by or under the direction of the following Registered Persons.

ROADWAY

ELECTRICAL

REGISTERED ELECTRICAL ENGINEER

TRAFFIC OPERATIONS

REGISTERED CIVIL ENGINEER

MERVIN D.

FULLENWIDER

No. E20211

Exp. 03/31/27

ELECTRICAL

KEVIN KELLEY

No. C93482

Exp. 06/30/26

CIVIL

02/05/2025

REGISTERED CIVIL ENGINEER TOM C. NGUYEN

No. C91107

Exp. 03/31/26

CIVIL

2/5/2025 v

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

DIVISION VI STRUCTURES

49 PILING

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

LINK TO THE 2024 EDITION OF THE STANDARD SPECIFICATIONS…………………………………………. 29

vi

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)

RSP T3F Temporary Barrier System (Cal F-23)

RSP T3F2 Temporary Barrier System (Cal F-23)

RSP T3G Temporary Barrier System (Staking or Anchoring)

RSP T3G2 Temporary Barrier System (Staking or Anchoring)

TEMPORARY TRAFFIC CONTROL SYSTEMS

T9 Traffic Control System Tables for Lane and Ramp Closures

T11 Traffic Control System for Lane Closure on Multilane Conventional Highways

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

T30 Temporary Pedestrian Access Routes - Typical Sidewalk Closure and Pedestrian Detour

T32 Temporary Pedestrian Access Routes - Typical Sidewalk/Crosswalk Closure and Pedestrian Detour

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) vii

ELECTRICAL SYSTEMS - SERVICE EQUIPMENT AND WIRING DIAGRAMS

ES-2A Electrical Systems (Service Equipment)

ES-2E Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III - B Series)

ELECTRICAL SYSTEMS - CONTROLLER CABINETS

ES-3C Electrical Systems (Controller Cabinet Foundation and Pad Details)

ELECTRICAL SYSTEMS - LIGHTING STANDARDS

ES-6B Electrical Systems (Electrolier Anchorage and Grouting for Type 15 and Type

21, Barrier Rail Mounted)

ELECTRICAL SYSTEMS - FLASHING BEACONS

ES-7M Electrical Systems (Signal and Lighting Standard, Details No. 1)

ES-7N Electrical Systems (Signal and Lighting Standard, Details No. 2)

ES-7O Electrical Systems (Signal and Lighting Standard, Details No. 3)

ELECTRICAL SYSTEMS - PULL BOX

ES-8A Electrical Systems (Non-Traffic Pull Box)

ES-8B Electrical Systems (Traffic Pull Box)

ELECTRICAL SYSTEMS - SPLICE INSULATION METHODS, KINKING AND

BANDING DETAILS

ES-13A Electrical Systems (Splice Insulation Methods Details)

ELECTRICAL SYSTEMS - CLOSED CIRCUIT TELEVISION POLE AND

FOUNDATION DETAILS

ES-16D Electrical Systems (Vehicle Detection System Pole 30' to 40')

Notice to Bidders

Quotes open: May 1, 2025

Dated: April 17, 2025

General work description: Install New CCTV Cameras to Monitor and Enhance Mobility and Safety.

The Department of Transportation (Department) will receive quotes for construction on State Highway in Orange County Near Brea at Various Locations from Route 90 to Orange County line.

District-County-Route-Post Mile: 12-ORA-142-R0.7/6.4.

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 45 working days.

The estimated cost of the project is $281,000.00

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

Analyst’s Email: Justina.Binsfeld@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 2024

Standard Plans dated 2024

Present bidders’ inquiries to the District at:

D12.CES.CCO.Desk@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: Justina Binsfeld Email: Justina.Binsfeld@dot.ca.gov Phone: (279) 234-2535

District office addresses are provided in the Standard Specifications.

mailto:Justina.Binsfeld@dot.ca.gov https://caleprocure.ca.gov/pages/index.aspx mailto:D12.CES.CCO.Desk@dot.ca.gov mailto:Justina.Binsfeld@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 http://ppmoe.dot.ca.gov/des/oe/contractor-info.html. Additional information is provided in the Excluded Parties List System at https://www.dol.gov/ofccp/regs/compliance/preaward/debarlst.htm.

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.

http://www.dir.ca.gov/OPRL/PWD/Index.htm https://dot.ca.gov/programs/construction/labor-compliance http://ppmoe.dot.ca.gov/des/oe/contractor-info.html https://na01.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.dol.gov%2Fofccp%2Fregs%2Fcompliance%2Fpreaward%2Fdebarlst.htm&data=02%7C01%7Ckimberly.fox%40dot.ca.gov%7C415eb37b3bff4ddfd9f208d687c22911%7C621b0a64174043cc8d884540d3487556%7C0%7C0%7C636845665317930395&sdata=nirsW6JifMsUooJNNbezMCat3XgJXa1NFOD20aC5rHc%3D&reserved=0 https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications

Special Provisions

Division I General Provisions

1 General

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…