E._Final_Solicitation.pdf

Solicitation No. 01A6440 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 15 Pages

Specifications 38 Pages Link to the 2023 Edition of the Standard Specifications Page 39

The Bid Package contains 12 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. 01A6440 Quote Due Date: August 15, 2024

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

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

General Contractors Instructions/Checklist

Solicitation No. 01A6440

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) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=ADM0378F.

Small Business Status (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 (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 (ADM-0076) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=ADM0076.

Darfur Contracting Act Certification (ADM-0077) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=ADM0077.

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.

GenAI Reporting and Factsheet (STD 1000)

GenAI Reporting and Factsheet (STD 1000) 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=ADM0378F 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=ADM0076 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=ADM0077 https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTDESOE010214 https://www.documents.dgs.ca.gov/dgs/fmc/pdf/std1000.pdf

“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) can be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=ADM2009.

Certificate(s) of Insurance

Postconsumer-Content Certification (CalRecycle 74) can be downloaded at https://calrecycle.ca.gov/buyrecycled/stateagency/certify.

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=ADM2009 https://calrecycle.ca.gov/buyrecycled/stateagency/vendored/form74guide/ 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

01A6440

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. 01A6440

At 01-DN-199-36.28

Identified by

EA 01-0N4904

Project ID 0124000048

MATERIALS INFORMATION

CA State Entry Monument (Precast Sign) Materials Quote dated 6/27/2024.

CROSS SECTIONS

Finish Grade Cross Sections

PERMITS

Oregon Department of Transportation Application and Permit to Occupy or Perform Operations Upon a State Highway

Contract No. 01A6440

06/27/24

PRECAST SIGN

CA STATE ENTRY MONUMENT DN

CALTRANS

CHRIS@PRECASTUNLIMITED.COM

SUBMITTAL PACKAGE FOR:

QUOTE #:

PURCHASING PARTY:

PROJECT NAME:

Plant Office Precast Unlimited Inc.

16538 Clear Creek Rd.

Redding, CA 96001

(530) 243-6477

CHRIS HESS

PROJECT MANAGER:

Northern Sales Office Precast Unlimited Inc.

P.O. Box 641296 San Jose, CA 95164

(408) 799-8888

Southern Sales Office Precast Unlimited Inc.

123 E 9th St.

Upland, CA 91785

(909) 767-6377

92 of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

AGREEMENT:

PRECAST UNLIMITED, INC. LOOKS FORWARD TO HAVING A SUCCESSFUL PROJECT TOGETHER.

CONFIRMING THE INFORMATION IN THIS SUBMITTAL PACKAGE IS ACCURATE AND COMPLETE

WILL HELP PREVENT UNNECESSARY DELAYS AND PROVIDE YOU, THE PURCHASING PARTY, THE

BEST POSSIBLE PRECAST EXPERIENCE.

• IT IS OUR INTENT TO MANUFACTURE ALL PARTS BASED ON THE SCOPE OF THE QUOTE AND

ATTACHED SUBMITTAL PACKAGE TO THE PURCHASING PARTY.

• WE ARE A PCI, NPCA & CALTRANS CERTIFIED PLANT. THESE ACCREDITATIONS REQUIRE THAT

ALL PARTS FABRICATED IN OUR FACILITY MUST BE MANUFACTURED PER THE APPROVED

SUBMITTAL PACKAGE. SUBMITTAL PACKAGES ARE CONSIDERED APPROVED ONLY AFTER ALL

DRAWING SHEETS OF THE SUBMITTAL PACKAGE INCLUDING THIS PAGE, EXCEPT MATERIAL

DATA SHEETS, ARE SIGNED AND DATED BY THE PURCHASING PARTY. PRECAST UNLIMITED,

INC. WILL NOT PROCEED WITH PRODUCTION UNTIL APPROVAL OF THE SUBMITTAL PACKAGE.

• APPROVAL OF THE SUBMITTAL PACKAGE VERIFIES (CLARIFIES ANY “TBD” ON THE QUOTE)

THAT THE SUBMITTAL PACKAGE COMPLIES WITH ALL ASPECTS OF THE CONTRACT DRAWINGS,

SPECIFICATIONS, OUR QUOTE AND CERTIFIES THAT THE INTERFACE WITH ALL OTHER TRADES

IS COMPATIBLE. IF ANY DEVIATIONS TO THE SUBMITTAL PACKAGE ARE REQUESTED IT MAY

REQUIRE A CHANGE ORDER.

*THE CONTRACT FOR MATERIALS IS BETWEEN PRECAST UNLIMITED, INC. AND THE PURCHASING

PARTY, THEREFORE AN APPROVAL STAMP FROM REVIEWING ARCHITECT(S) /ENGINEER(S) WILL

NOT BE ACCEPTED AS A SUBSTITUTE FOR THE SIGNATURE OF THE PURCHASING PARTY ABOVE.

PLEASE USE THE SPACE BELOW FOR SUCH STAMPS.

CERTIFICATIONS & AFFILIATIONS:

PRODUCT WARRANTY:

WHEN PURCHASED NEW, ALL PRECAST UNLIMITED PRODUCTS COME WITH A LIMITED (1) YEAR

WARRANTY. IT COVERS DEFECTS IN MATERIAL AND WORKMANSHIP, UNDER NORMAL SERVICE

AND USE, FROM ORIGINAL DATE OF DELIVERY. DAMAGE INCURRED FROM VANDALISM, MISUSE,

OFFLOADING AND "ACTS OF GOD" ARE NOT COVERED. ANY REPAIR AND / OR REPLACEMENT

OF PRODUCT SHALL BE AT THE SOLE DISCRETION OF PRECAST UNLIMITED, INC.

STANDARD TEXTURES:

T0 - OFF THE FORM

PRODUCT IS REMOVED FROM THE FORM AND THE SURFACE IS

LEFT UNTREATED.

T1 - SMOOTH

PRODUCT IS TREATED WITH A LIGHT ABRASIVE PAD TO EVEN

THE SURFACE. SURFACES WILL RECEIVE SACKING TO MINIMIZE

AIR VOIDS (BUGHOLES) THAT ARE 1/4" AND GREATER.

T2 - ACID ETCH

PRODUCT IS TREATED WITH AN ACID THAT REMOVES THE TOP

LAYER OF CEMENT PASTE. THIS MAKES FOR MORE UNIFORM

COLOR AND SURFACE TEXTURE.

T3 - SANDBLAST

PRODUCT IS TREATED WITH LIGHT ABRASIVE BLASTING THAT

EXPOSES THE SANDS & SOME OF THE EDGES & FACES OF THE

FINE & MEDIUM AGGREGATE UNDER THE CEMENT PASTE.

- AMPLITUDE: 1

8"

T4 - MEDIUM SANDBLAST

PRODUCT IS TREATED WITH MEDIUM ABRASIVE BLASTING THAT

EXPOSES THE SANDS & SOME OF THE EDGES & FACES OF THE

FINE, MEDIUM, & COURSE AGGREGATE UNDER THE CEMENT

PASTE.

- AMPLITUDE: 3

16"

T5 - ROUGH SURFACE

PRODUCT IS TREATED WITH HEAVY ABRASIVE BLASTING THAT

EXPOSES THE EDGES & FACES OF THE FINE, MEDIUM, & COURSE

AGGREGATE UNDER THE CEMENT PASTE.

- AMPLITUDE: 1

4"

P1 - POLISH *

PRODUCT IS TREATED WITH A STANDARD ABRASIVE PAD TO

SMOOTH & CUT THE SURFACE TO EXPOSE THE AGGREGATES IN

AN EVEN SURFACE.

P2 - MEDIUM POLISH *

PRODUCT IS TREATED WITH A MEDIUM ABRASIVE PAD TO

SMOOTH & CUT THE SURFACE TO EXPOSE THE AGGREGATES IN

AN EVEN SURFACE.

SPECIALTY TEXTURES:

FS - FULL SACK *

PRODUCT IS TREATED WITH SACKING MATERIAL ON ALL

SURFACES TO FILL IN ALL SURFACE AIR VOIDS (BUGHOLES).

BR - BROOM

A BROOM IS BRUSHED ON UNMOLDED(EXPOSED) SURFACE TO

CREATE THE DESIRED LOOK. SPEAK TO YOUR P.M. FOR MORE

DETAILS.

FL - FORM LINER

TEXTURED LINERS ARE ADDED TO THE MOLD TO CREATE THE

DESIRED LOOK (WOOD GRAIN, ROCK, BROOM ETC). SPEAK TO

YOUR P.M. FOR MORE DETAILS.

*ONLY AVAILABLE ON T1 - SMOOTH BASE TEXTURE

ABBREVATIONS & DEFINITIONS:

- AVG: AVERAGE

- BOT: BOTTOM

- CL: CENTER LINE

- CLR: CLEAR

- DIA: DIAMETER

- EA: EACH

- EQ: EQUAL

- EW: EACH WAY

- GALV: GALVANIZED

- OC: ON CENTER

- QTY: QUANTITY

- R: RADIUS

- REV: REVISION

- TYP: TYPICAL

- W/: WITH

PURCHASING PARTY_______________________________________________________________

DATE__________

GENERAL NOTES:

TOLERANCES

PRODUCTION TOLERANCES SHALL BE GOVERNED BY

APPLICABLE PCI, NPCA OR CALTRANS CERTIFICATION

REQUIREMENTS LISTED IN THE WRITTEN SPECIFICATION OF

THIS PROJECT AND PROVIDED TO PRECAST UNLIMITED, INC. AT

THE TIME OF BID, UNLESS OTHERWISE NEGOTIATED DURING

THE BID PHASE. IF THE PROJECT REQUIRES TIGHTER

TOLERANCES THAN PCI, NPCA OR CALTRANS ALLOWS, THEN

ADDITIONAL COSTS MAY APPLY TO ENSURE MODIFIED

TOLERANCE RESTRICTIONS ARE MET.

TYPICAL DIMENSIONAL TOLERANCES

- 10 FT OR UNDER ± 1/8”

- 10 TO 20 FT + 1/8”, - 3/16”

- 20 TO 40 FT ± 1/4”

- EACH ADDITIONAL 10 FT ± 1/16” PER 10 FT

- ARCHITECTURAL FEATURES AND RUSTICATIONS ± 1/8”

- WELD PLATES ± 1”

- REINFORCEMENT ± 1/2”

- INSERTS ± 1/2”

- BLOCK OUTS & OPENINGS (SIZE & LOCATION) ± 1/4”

- LOCAL SMOOTHNESS 1/4” IN 10 FT

- WARPING ± 1/16” PER FT

- VARIATION FROM SQUARE ± 1/8” PER 6FT UP TO 1/2”

COLOR AND TEXTURE

CONCRETE PRODUCTS MAY VARY FROM PART TO PART IN BOTH

TEXTURE AND COLOR DUE TO THE NATURAL MATERIALS THAT

CONCRETE IS MADE WITH. IF RANGE SAMPLES ARE NOT

REQUIRED PER SPECIFICATIONS AND REQUESTED AFTER THE

TIME OF BID, ADDITIONAL COSTS MAY APPLY.

OFF-LOADING, HANDLING & STORAGE

OFF-LOADING IS THE RESPONSIBILITY OF THE CONTRACTOR.

INSPECTION OF THE PARTS FOR CONFORMANCE TO THIS

PACKAGE AND DAMAGE DURING SHIPPING IS REQUIRED BEFORE

OFF-LOADING. IF ANY PARTS ARRIVE DAMAGED, THEY MUST BE

DOCUMENTED PRIOR TO OFF-LOADING. ANY CRATED, BOXED,

OR BANDED ITEMS MUST BE INSPECTED WITHIN 24 HOURS OF

DELIVERY. ANY DAMAGE THAT OCCURS DURING OFF-LOADING

OR THEREAFTER IS THE SOLE RESPONSIBILITY OF THE

PURCHASING PARTY.

UNLESS OTHERWISE NEGOTIATED WITH PRECAST UNLIMITED,

THE PURCHASING PARTY SHALL ENSURE THAT ONLY APPROVED

LIFTING METHODS AND EQUIPMENT WHICH IS CAPABLE OF

HANDLING THE WEIGHT AND SHAPE OF THE PRECAST ITEMS

DELIVERED, IS USED. PLEASE CONSULT YOUR EQUIPMENT AND

RIGGING SAFETY GUIDELINES TO ENSURE ADEQUACY. FOR

FURTHER ASSISTANCE CONSULT YOUR LOCAL RIGGING

PROFFESSIONAL.

STORAGE OF PRECAST COMPONENTS ON SITE SHALL BE

CONDUCTED WITH CARE AND CONSIDERATION FOR THE

PROTECTION OF YOUR PRODUCTS SO AS TO MINIMIZE RISK OF

DAMAGE AND UNDESIRED WEATHERING TO PRECAST

ELEMENTS PRIOR TO INSTALLATION.

VARIES

VARIES

NONE

4,000 PSI

NO

ASTM A706 GRADE 60

11.02 YD (SIGN) 2.6 (BEARS)

51,600 LBS

SCALE: 1"=1'-0"

PLAN VIEW

COLOR:

TEXTURE:

**SEALER:

MIX #:

f'c:

AIR %:

REINF:

QTY:

VOL:

WEIGHT:

ITEM

9of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

18"

APPROX WEIGHT

1,000 LBS

6,000 LBS

24,000 LBS

20,600 LBS

124 5 8"

T2 FINISH W/DEVILS SLIDE STRATA FORMLINER

(SPEC FORMLINERS #1511)

INTEGRAL COLOR: PUI EURO

STAIN COLOR: PUI DESERT

SIGN TO BE FABRICATED IN 4 PIECES - ASSEMBLED ON-SITE BY OTHERS

18"

18"

28"

T2 FINISH W/FRACTURED GRANITE FORMLINER

(SPEC FORMLINER 1513)

INTEGRAL COLOR: PUI GRAY

SIGN BODY

TEXTURE T3 OR T4

COLOR: PUI EURO

PART

BEAR CUB

SITTING BEAR

TOP OF SIGN (120")

BOTTOM OF SIGN (36")

MATERIAL

POLYFIBERCRETE

POLYFIBERCRETE

STD 4,000 PSI CONCRETE

STD 4,000 PSI CONCRETE

6"

204"

0"

1 2"

36"

3D BEAR SCULPTURE

APPROX. WEIGHT 6,000 LBS

T1 FINISH W/SANDBLASTED GRAPHICS

COLORS TBD

BODY STAIN COLOR: PUI SAND

3D BEAR CUB SCULPTURE

APPROX. WEIGHT 1,000 LBS.

2"

6"

6"

156" 12"

1" RECESSED LETTERS

PAINTED WHITE

Ø3

4" X 15" UNC THREADED ROD

@ EACH LOCATION

HOLE OVERSIZED

FOR CLARITY

SCALE: 1"=1'-0"

VARIES

VARIES

NONE

4,000 PSI

NO

ASTM A706 GRADE 60

11.02 YD (SIGN) 2.6 (BEARS)

51,600 LBS

ITEM

PLAN VIEW

COLOR:

TEXTURE:

**SEALER:

MIX #:

f'c:

AIR %:

REINF:

QTY:

VOL:

WEIGHT:

9of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

#4 REBAR @ 12" OC

#5 D

1A

7.

O

.C

ST

R

AI

G H

T D

O W

EL

BA

R S

PL

IC

ER

FE

M

AL

E)

#5 D

1A

2" O

.C

CAST-IN-PLACE

FOOTING

TOP PRECAST

COMPONENT

SIGN TO BE FABRICATED IN 4 PIECES - ASSEMBLED ON-SITE BY OTHERS

BOTTOM PRECAST

COMPONENT

MATERIAL

POLYFIBERCRETE

POLYFIBERCRETE

STD 4,000 PSI CONCRETE

STD 4,000 PSI CONCRETE

PART

BEAR CUB

SITTING BEAR

TOP OF SIGN (120")

BOTTOM OF SIGN (36")

#6 "L" REBAR @ 18" OC

APPROX WEIGHT

1,000 LBS

6,000 LBS

24,000 LBS

20,500 LBS

Ø3" GROUT POCKET

FILLED WITH

NON-SHRINK

GROUT

0"

#6 REBAR @ 18" OC

TYPE A

GROUT

POCKET

HOLE OVERSIZED

FOR CLARITY

12"

SQ

14"

SQ

FILL VOID WITH

NON-SHRINK

GROUT

TYPE B

GROUT

POCKET

Ø3

4" X 15" UNC

THREADED ROD

TYPICAL

6"

SQ

TYPE A

GROUT

POCKET

4"

SQ

VARIES

VARIES

NONE

4,000 PSI

NO

ASTM A706 GRADE 60

11.02 YD (SIGN) 2.6 (BEARS)

51,600 LBS

ITEM

PLAN VIEW

SCALE: 1"=1'-0"

COLOR:

TEXTURE:

**SEALER:

MIX #:

f'c:

AIR %:

REINF:

QTY:

VOL:

WEIGHT:

9of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

GROUT POCKETS

FOR BEAR CUB

TYPE B

GROUT POCKET

APPROX WEIGHT

1,000 LBS

6,000 LBS

24,000 LBS

20,500 LBS

PART

BEAR CUB

SITTING BEAR

TOP OF SIGN (120")

BOTTOM OF SIGN (36")

MATERIAL

POLYFIBERCRETE

POLYFIBERCRETE

STD 4,000 PSI CONCRETE

STD 4,000 PSI CONCRETE

SIGN TO BE FABRICATED IN 4 PIECES - ASSEMBLED ON-SITE BY OTHERS

TYPE A

GROUT POCKET 5

1 3 4"

PAINT COLOR TBD

METALIC GOLD PAINT?

ORIGINAL THICKNESS

SWORD FERN

PAINT COLOR TBD

2 3 4"

BOLDED RECESSED LETTERING

(INCREASED STROKE THICKNESS 1")

CALIFORNIA POPPIES

PAING TBD

BEAR PAWS

PAINT BLACK

TRILLIUM FLOWER

PAINT WHITE

PLAN VIEW

SCALE: 1"=1'-0"

VARIES

VARIES

NONE

4,000 PSI

NO

ASTM A706 GRADE 60

11.02 YD (SIGN) 2.6 (BEARS)

51,600 LBS

COLOR:

TEXTURE:

**SEALER:

MIX #:

f'c:

AIR %:

REINF:

QTY:

VOL:

WEIGHT:

ITEM

of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

SIGN TO BE FABRICATED IN 4 PIECES - ASSEMBLED ON-SITE BY OTHERS

MATERIAL

POLYFIBERCRETE

POLYFIBERCRETE

STD 4,000 PSI CONCRETE

STD 4,000 PSI CONCRETE

PART

BEAR CUB

SITTING BEAR

TOP OF SIGN (120")

BOTTOM OF SIGN (36")

APPROX WEIGHT

1,000 LBS

6,000 LBS

24,000 LBS

20,600 LBS

PLAN VIEW

ITEM

SCALE: 1"=1'-0"

COLOR:

TEXTURE:

**SEALER:

MIX #:

f'c:

AIR %:

REINF:

QTY:

VOL:

WEIGHT:

VARIES

VARIES

NONE

4,000 PSI

NO

ASTM A706 GRADE 60

11.02 YD (SIGN) 2.6 (BEARS)

51,600 LBS

9of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

SIGN TO BE FABRICATED IN 4 PIECES - ASSEMBLED ON-SITE BY OTHERS

MATERIAL

POLYFIBERCRETE

POLYFIBERCRETE

STD 4,000 PSI CONCRETE

STD 4,000 PSI CONCRETE

PART

BEAR CUB

SITTING BEAR

TOP OF SIGN (120")

BOTTOM OF SIGN (36")

APPROX WEIGHT

1,000 LBS

6,000 LBS

24,000 LBS

20,500 LBS

A

79 1 8"

12"

#6 BARS @ 6" O.C.

(8) Ø3 4" X 15"

A36 ZINC-COATED

THREADED ROD

EPOXY-SET

(HILTI HIT-RE 500

V3 OR EQUAL)

INTO PREFORMED HOLES

#4 BARS @ 18" O.C. EACH WAY

7 3 16"

18"

3" C

LR

TY

P

PRECAST MANUFACTURER TO PROVIDE

ANCHOR TEMPLATE TO INSTALLER

PRIOR TO DRILLING ANCHOR HOLES

TO ENSURE PROPER FIT.

(22) Ø3 4" X 15"

A36 ZINC-COATED

THREADED ROD

EPOXY-SET

(HILTI HIT-RE 500

V3 OR EQUAL)

INTO PRE-DRILLED HOLES

C.I.P FOOTING BY OTHERS

#6 BARS @ 6" O.C.

A

79 1 8"

124 5 8"

(11) #3 BARS @ 16" OC

156"

204"

240"

0"

12"

#3 BARS @ 16" O.C.

(22) Ø3 4" X 34" D101A

DOWEL BAR INSERT

@ 12" O.C.

(8) Ø3 4" X 58" D101A

DOWEL BAR INSERT

@ 17.33" O.C.

7 3 16" 12"

18"

0"

SCALE: NTS

VARIES

VARIES

NONE

4,000 PSI

NO

ASTM A706 GRADE 60

11.02 YD (SIGN) 2.6 (BEARS)

51,600 LBS

COLOR:

TEXTURE:

**SEALER:

MIX #:

f'c:

AIR %:

REINF:

QTY:

VOL:

WEIGHT:

ITEM

FOOTING DETAIL

SCALE: NTS

SECTION A

9of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

62 5 16"

124 5 8"

5 8"

204"

2"

11 1 2"

36"

22 3 16"

6"

62 5 16"

19 13 16"

168"

12"

17 5 16"

48"

3 16

61 13 16"30

6"

13 1 16"119 1

2"23 3 8"

(8) ANCHOR LOCATIONS

(22) ANCHOR LOCATIONS

VARIES

VARIES

NONE

4,000 PSI

NO

ASTM A706 GRADE 60

11.02 YD (SIGN) 2.6 (BEARS)

51,600 LBS

FOOT PRINT BOTTOM PRECAST PANEL

SCALE: NTS

ITEM

FOOT PRINT TOP PRECAST PANEL

SCALE: NTS

COLOR:

TEXTURE:

**SEALER:

MIX #:

f'c:

AIR %:

REINF:

QTY:

VOL:

WEIGHT:

9of

These drawings & designs are the property of

Precast Unlimited, Inc. and no part thereof shall be copied or used in connection with any other work or project without the written consent of

Precast Unlimited, Inc.

CALTRANS

SUBMITTAL

PRECAST SIGN

DATE:TITLE:

NAME:

SCALE:

CHECKED:

PAGE:

DATE:

DRAWN:

CLIENT NAME:

PROJECT NAME:

JOB NO:

NOTES:

DATE PRINTED:6/27/2024

REVISIONS

APPROVED BY:

Fax: (530) 243-6466 Phone: (530) 243-6477

REDDING, CALIFORNIA 96001

16538 CLEAR CREEK RD.

AS NOTED

06/27/24

CH

CA STATE ENTRY MONUMENT DN

FOR ODOT USE ONLY

APPLICATION AND PERMIT TO OCCUPY OR

PERFORM OPERATIONS UPON A STATE HIGHWAY

See Oregon Administrative Rule, Chapter 734, Division 55

GENERAL LOCATION PURPOSE OF APPLICATION

(TO CONSTRUCT/OPERATE/MAINTAIN)

NO

NO

INSURANCE REQUIRED

BOND REQUIRED

BETWEEN OR NEAR LANDMARKS

HIGHWAY NUMBER COUNTY

DESIGNATED FREEWAY

TYPEPOLE

LINE

BURIED

CABLE

PIPE

LINE

TYPE

TYPE

IN U.S. FOREST

YES NO

HWY. REFERENCE MAP

APPLICANT NAME AND ADDRESS

NO NON-COMMERCIAL SIGN AS DESCRIBED BELOW

YES

YES

REFERENCE:

OAR 734-055

-0035(2)

REFERENCE:

OAR 734-055

-0035(1)

AMOUNT OF BOND

SPECIFIED COMP. DATE

DETAIL LOCATION OF FACILITY (For more space attach additional sheets)

YES

HIGHWAY NAME AND ROUTE NUMBER MIN. VERT. CLEARANCE

COMMENTS (FOR ODOT USE ONLY)

MILE

POINT

MILE

POINT TO

ENGINEERS

STATION TO

ENGINEERS

STATION

SIDE OF HWY OR

ANGLE OF CROSSING

DISTANCE FROM

CENTER OF PVMT R/W LINE

BURIED CABLE OR PIPE SPAN

LENGTHDEPTH/VERT. SIZE AND KIND

CLASS :

PERMIT NUMBER

KEY#

734-3457 (2/2021)

LOCAL GOVERNMENT OFFICIAL SIGNATURE

X

APPLICATION DATE

TITLE

TITLE

When this application is approved by the Department, the applicant is subject to, accepts and approves the terms and provisions contained and attached: and the terms of Oregon Administrative Rules, Chapter 734, Division 55, which is by this reference made a part of this permit.

DISTRICT MANAGER OR REPRESENTATIVE

X

APPLICANT SIGNATURE

X

APPROVAL DATE

DATE

TELEPHONE NO.

IF THE PROPOSED APPLICATION WILL AFFECT THE LOCAL GOVERNMENT, THE APPLICANT SHALL ACQUIRE THE LOCAL GOVERNMENT

OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE.

AT LEAST 48 HOURS BEFORE BEGINNING WORK, THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT REPRESENTATIVE______________________________________AT PHONE NO.:___________________________ OR EMAIL OR FAX THIS PAGE TO THE DISTRICT OFFICE AT:_______________________________________________________. SPECIFY TIME AND DATE WORK IS TO OCCUR.

A COPY OF THIS PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA DURING CONSTRUCTION.

ATTENTION: Oregon Law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0001 through OAR 952-001-0090. You may obtain copies of the rules by calling the center at (503) 232-1987.

CALL BEFORE YOU DIG 1-800-332-2344

DESCRIPTION OF DESIRED USE

SPECIAL PROVISIONS (FOR ODOT USE ONLY)

TRAFFIC CONTROL REQUIRED OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED

YES [OAR 734- 055- 0100(2)] NO [OAR 734-055-0100(1)]YES [OAR 734- 055- 0025(6)] NO

MISCELLANEOUS OPERATIONS AND/OR FACILITIES AS

DESCRIBED BELOW

MILE

POINT

MILE

POINT TO

ENGINEERS

STATION TO

ENGINEERS

STATION

SIDE OF HWY OR

ANGLE OF CROSSING

DISTANCE FROM

CENTER OF PVMT R/W LINE

BURIED CABLE OR PIPE SPAN

LENGTHDEPTH/VERT. SIZE AND KIND

Small Business Minor B Solicitation

Quotes open: Wednesday, August 15, 2024 Dated: August 1, 2024

Revised 04/04/2024

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

Notice to Bidders And

Special Provisions For Construction On State Highway In

Del Norte County near Idlewild at Oregon State Line.

In District 01 On Route 199

Under Standard Specifications dated 2023

Project plans approved June 27, 2024 Standard Plans dated 2023

Identified by Contract No. 01A6440

01-DN-199-36.28

EA 01-0N4904

Project ID 0124000048 ii

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.

iii

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.

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 2023 Standard Specifications is not applicable to Minor B Projects.

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

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.

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 / Contractor must notify the State in writing if their solution or service includes, or makes available, any GenAI including GenAI from third parties or subcontractors.

C. The State has developed a GenAI Reporting and Factsheet (STD 1000) to be completed by the Bidder / Offeror / Contractor.

D. Failure to submit the GenAI Reporting and Factsheet (STD 1000) will result in disqualification of the Bidder / Offeror / Contractor.

E. Failure to report GenAI to the State may void any resulting contract. The State reserves its right to seek any and all relief it may be entitled to as a result of such non-disclosure.

F. Upon receipt of a Bidder / Offeror / Contractor GenAI Reporting and Factsheet (STD 1000), 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.

https://www.documents.dgs.ca.gov/dgs/fmc/pdf/std1000.pdf v

CONTRACT NO. 01A6440

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

HIGHWAY AND TRAFFIC

6/28/2024

REGISTERED CIVIL ENGINEER DATE 6/30/2026

vi

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…………………………………………………………………………………33

Division V Surfacings and Pavements

39 Asphalt Concrete

Division VI Structures

52 Reinforcement

Division VIII Miscellaneous Construction

73 Concrete Curbs and Sidewalks

78 Incidental Construction

Division XI Materials

90 Concrete Link to the 2023 Edition of the Standard Specifications……………………………………………………..38 vii

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)

EXCAVATION AND BACKFILL

A62A Excavation and Backfill - Miscellaneous Details A62F Excavation and Backfill - Metal and Plastic Culverts

CURBS, DRIVEWAYS, DIKES, CURB RAMPS AND ACCESSIBLE PARKING

A87B Hot Mix Asphalt Dikes

PAVEMENTS

P4 Continuously Reinforced Concrete Pavement P16 Continuously Reinforced Concrete Pavement - Tie Bars and Joint Details P76 Pavement Edge Treatments - New Construction

DRAINAGE INLETS, PIPE INLETS AND GRATES

D71 Drainage Inlet Markers D72B CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6 D72C CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6 D72F CIP Drainage Inlet Notes D72G CIP Drainage Inlet Tables D73B Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6 D73C Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6 D73F Precast Drainage Inlet Notes D73G Precast Drainage Inlet Tables D74 Drainage Inlet Details D77B Grate Details No. 2

GUTTER AND INLET DEPRESSIONS

D78A Gutter Depressions D78B Inlet Depressions - Concrete Shoulders

PIPE COUPLING AND JOINT DETAILS

D97A Corrugated Metal Pipe Coupling Details No. 1 - Annular Coupling Band Bar and Strap and Angle Connections

D97C Corrugated Metal Pipe Coupling Details No. 3 - Helical and Universal Couplers D97D Corrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling Bands D97E Corrugated Metal Pipe Coupling Details No. 5 - Standard Joint D97F Corrugated Metal Pipe Coupling Details No. 6 - Positive Joint viii

TEMPORARY CRASH CUSHIONS, RAILING AND TRAFFIC SCREEN

RSP 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)

TEMPORARY TRAFFIC CONTROL SYSTEMS

T9 Traffic Control System Tables for Lane and Ramp Closures T10 Traffic Control System for Lane Closure on Freeways and Expressways 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

TEMPORARY WATER POLLUTION CONTROL

T61 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection) T62 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection) T63 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

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

Notice to Bidders Quotes open: August 15, 2024 Dated: August 1, 2024 General work description: Install State Entry Monument, modify drainage system, and pave pullout.

The Department of Transportation (Department) will receive quotes for Construction On State Highway In Del Norte County near Idlewild at Oregon State Line.

District-County-Route-Post Mile: 01-DN-199-36.28 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 2-1.04.

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 40 working days.

The estimated cost of the project is $340,000 The Department will receive quotes until 2:15 p.m. on the quotes open date at:

Analyst’s Email: johnas.bell@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 2023 Standard Plans dated 2023

Submit and view bidders’ inquiries to the District at:

CALTRANS North Region Construction Office E-MAIL: inquiry.nr.bid@dot.ca.gov WEBSITE: https://dot.ca.gov/caltrans-near-me/district-3/d3-programs/d3-construction/d3-minor-b

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: Johnas Bell Email: johnas.bell@dot.ca.gov Phone: (279)789-4196

District office addresses are provided in the Standard Specifications.

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 mailto:johnas.bell@dot.ca.gov https://caleprocure.ca.gov/pages/index.aspx https://dot.ca.gov/caltrans-near-me/district-3/d3-programs/d3-construction/d3-minor-b mailto:inquiry.nr.bid@dot.ca.gov mailto:johnas.bell@dot.ca.gov 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

Add to section 1-1.01:

Bid Items and Applicable Sections Item code

Item description Applicable section

013357 AUTOMATED FLAGGER ASSISTANCE DEVICE 12

78600A INSTALL MONUMENT 78

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 2-1.04.

Add to section 1-1.09:

This project is in a freeze-thaw area.

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 2-1.04 with:

2-1.04 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.

https://dot.ca.gov/programs/civil-rights https://dot.ca.gov/programs/civil-rights

Replace Section 2-1.06A with:

2-1.06A General Standard Specifications and Standard Plans may be viewed at Bidders’ Exchange website.

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

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

1-CA State Entry Monument (Precast Sign) Materials Quote 2-Finish Grade Cross Sections 3-Oregon Department of Transportation Application and Permit to Occupy or Perform Operations Upon a State Highway

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. Submit a copy of a valid Certificate of Reported Compliance (13 CCR § 2449, subdivision (n)) for each fleet listed on the form within 10 days of bid opening. Failure to list a fleet used by you or your subcontractor to perform work on the In-Use Off-Road Diesel-Fueled Vehicle List form may result in a nonresponsive bid. Failure to submit the Certificate of Reported Compliance for a fleet listed on the In-Use Off-Road Diesel-Fueled Vehicle List form may result in a nonresponsive bid.

Replace Section 2-1.15 with:

2-1.15 Disabled Veteran Business Enterprises (DVBE) 2-1.15A General Take necessary and reasonable steps to ensure that DVBEs have opportunity to participate in the Agreement.

Comply with Military and Veterans Code Sections 999 et seq.

Department encourages bidders to obtain DVBE participation to ensure Department achieves its State-mandated overall DVBE goal.

If you obtain DVBE participation:

1. Complete and submit the Certified DVBE Summary form under with your bid. List all DVBE participation on this form.

2. List each first tier DVBE subcontractor in the Subcontractor List form, regardless of percentage of the total bid.

If a DVBE joint venture is used, submit the joint venture agreement with the Certified DVBE Summary form.

List each first tier DVBE, subcontractor on the Subcontractor List (DES-OE-0102C) regardless of percentage of the total bid.

DVBEs must be certified by the bid opening date and remain certified through contract award.

Delete Section 2-1.18.

Delete Section 2-1.27.

Replace Section 2-1.33 with:

2-1.33 Bid Document Completion and Submittal Complete forms in the Bid Package. Submit the forms with your bid.

Failure to submit the forms and information as specified may result in a nonresponsive bid.

If an agent other than the authorized corporate officer or a partnership member signs the bid, file a Power of Attorney with the Department either before opening bids or with the bid. Otherwise, the bid may be nonresponsive.

Delete Section 2-1.34

Delete the second paragraph of Section 2-1.40.

Replace Section 2-1.43 with:

2-1.43 Bid Opening The Department opens the bids after the time shown in the Notice to Bidders.

Replace the first paragraph of Section 2-1.47 with:

The Department may grant bid relief under Public Contract Code Sections 5100 et seq. Submit any request for bid relief to DPAC. The Relief of Bid Request form is available at the Department's website.

3 Contract Award and Execution Add the following to Section 3-1.02A:

For a unit price-based bid, submit the bid with a unit price and the item total (the product of the unit price and the quantity) for each item and a total price (the sum of the item totals) in the spaces provided on the Bid Item List. Prices submitted on the Bid Item List are the basis of comparison of bids except:

1. If a discrepancy between the unit price and the item total exists, the unit price prevails except:

1.1. If the unit price is illegible, omitted, or the same as the item total, item total prevails, and the unit price is the quotient of the item total and the quantity.

1.2. If a decimal error is apparent in the product of the unit price and the quantity, the Department will use either the unit price or item total based on the closest by percentage to the unit price or item total in the Department's Final Estimate.

2. If the unit price and the item total are illegible or are omitted, the bid may be determined nonresponsive.

3. Bids on lump sum items are item totals. If a unit price for a lump sum item is entered and it differs from the item total, the item total prevails.

4. Entries are to be expressed in dollars or decimal fractions of a dollar. Symbols such as commas and dollar signs are ignored and have no significance in establishing unit price or item…