Exhibit 1 – Contract Change Order No. 4.pdf — Corona City Council, September 16, 2026

Date: 9/8/2026 Page 1 of 2
PROJECT DESCRIPTION:

PROJECT NO: ST-2019-02 PURCHASE ORDER NO: P24372
Fund FD_1211
CONTRACTOR: Diamond Construction & Design

ITEM U/M QUANTITY UNIT PRICE TOTAL
LS 1.00 $131,071.77 $133,024.85
LS 1.00 ($16,500.00) ($16,500.00)
2 LS 1.00 $16,212.90 $16,212.90
3 LS 1.00 $17,238.91 $17,238.91
TOTAL ESTIMATED PRICE FOR THIS CHANGE ORDER: $149,976.66 JUSTIFICATION: (Be specific on each item. Attach supporting documents as necessary) CCO # % Date Approved
1,2,3 3.97%
4 14.59%
Total 18.56%
$1,219,070.63
5/21/2026 Original Completion Date: 2/15/2027 *Revised Completion Date: 3/18/2027 Installation of a traffic signal at Bedford Canyon and Georgetown Drive

CITY OF CORONA
Public Works Department
TRAFFIC SIGNAL INSTALLATION AT BEDFORD CANYON & GEORGETOWN DRIVE PROJECT NO. ST-2019-02 CONTRACT CHANGE ORDER NO. 04
On July 22, CPE (electrical subcontractor) foreman informed City staff that Socal Gas was unable to locate a 2-inch and 8-inch gas line. Originally the contractor hoped that they could bore the conduit through the street but since Socal Gas was unable to locate their utility, the contractor is unable to confirm the clearance needed to bore. Ultimately, proceeding with the bore option would pose a significant risk to hitting/damaging the unmarked gas line. Therefore, it was recommended to proceed with open trench to determine the clearance and reduce the risk of hitting the gas lines. The cost includes the open trench needed in front of the fire station due to the amount of utilities near the lift station and for the crossing from the Northwest Corner to the Southwest Corner. There is a channel running diagonally that would conflict with the boring operation therefore the crossing must also be open trench.

Due to the vast amount of utilities, the proposed location of the traffic signal poles on the plans will need to be adjusted. One of the main conflicts was the installation of a Type 24-3-100 (pole) fronting the city sewer lift station. After the contractor potholed, it was found that the deep foundation required would have conflicted with the utilities near the sewer lift station. Therefore, the decision was made to incorporate the use of a reverse mast arm since a pole of that size will not be able to be installed at the original proposed location.

In coordination with SCE (SoCal Edison), SCE provided city staff with the final service plan that would require additional linear feet of conduit in order to provide service to the proposed traffic signal.

All supporting documents have been attached.

DESCRIPTION OF CHANGES AND/OR EXTRA WORK:

The Contractor is hereby directed to make the herein described changes from the plans and specifications and/or perform the following described work not included in the Plans and Specifications for this project.

DESCRIPTION
Open Trench
Additional Cost to delete 26-4-100 Poles and add 29-5-100 Poles and add PPB per Plan Revisions
Install additional 200' of conduit per Edison plans
This document shall become an amendment to the Contract and all provisions of the Contract will apply hereto. This Change Order constitutes a complete and final resolution of all claims of the Contract for additional time or additional compensation related to or affected by work that is the subject of this Change Order.

Quantities of items other than Lump Sum are not to exceed the amounts indicated.

Credit for Boring 1

CONTRACT VARIANCE SUMMARY
Amount Time
$40,824.97 9 8/12/2026
$149,976.66 29 9/16/2026
Date Started:
$190,801.63 38
Original Contract Amount $1,028,269.00 Revised Contract Amount *These dates are tentative due to the long lead items (service pedestal is the longest estimated delivery 12/20/26) Assume from council date approval 9/16 plus the additonal working days requested by contractor. Subject to change as the project progresses and material is procured and delivered.

Date: 9/8/2026 Page 2 of 2
AUTHORIZATION BY CITY:

Recommended for approval by:

Date: __________ ____________________________________________ Date: ____________ Brian Ladnier, Lead Public Works Inspector Ismael Rivera, E.I.T, Associate Engineer/Project Manager ______________________________________ Date: __________ Date: __________ Aaron Cox P.E., T.E., Principal Engineer Keegan Old, P.E., CIP Supervisor Approved by:
______________________________________ Date: ____________ ____________________________________________ Date: ____________ Rosalva Ureno, P.E., T.E,, City Traffic Engineer Javier Luna, P.E., Acting Public Works Director ACCEPTANCE BY CONTRACTOR:

Accepted by: _________________________________________________Title: ____________________________ Stelian Onufrei Project Manager
Signature: _________________________________________________Date: ____________________________ _______________________________________
____________________________________________
We, the undersigned Contractor, have given careful consideration to the above described changes and/or extra work and hereby agree that said work is the subject of this Change Order. Quantities of items other than Lump Sum are not to exceed the amounts indicated.

Change Order Proposal
Date
7/30/2026
Estimate #
2166
Name / Address

CITY OF CORONA
REF: TRAFFIC SIGNAL

BEDFORD/GEORGETOWN

CORONA CA

DIAMOND CONSTRUCTION & DESIGN
638 Camino De Los Mares #H130-513
San Clemente Ca 92673
Tel.: (714) 240-3698
Fax: (714) 276-0596
Project
TRAFFIC SUGNAL...

Total
Description Qty Rate Total
OPEN TRENCH PROPOSAL - due to significant amount of
existing underground utilities within the proposed conduit crossing locations. Based on field investigations and coordination with our boring subcontractor, it has been determined that installing the conduit crossings by horizontal boring presents a substantial risk to the existing underground infrastructure.

INSTALL 220' OF CONDUIT VIA OPEN TRENCH METHOD -

SAW CUT, DEMO ASPHALT/CONCRETE FROM TRENCH

AREA, DIG TRENCH, INSTALL CONDUIT, BACKFILL WITH

CMB, COMPACT, GRIND AND INSTALL PLATES, EXPORT

EXCESS DIRT, CONCRETE AND ASPHALT REMOVED,

REPAIR DAMAGED ASPHALT, TRAFFIC CONTROL
1 133,024.85 133,024.85
CREDIT FOR BORING - 220lf -1 16,500.00 -16,500.00
Additional cost to delete 26-3-100 poles and add 29-5-100 Poles and add 1 ea PPB Post as per latest plan revisions
1 14,297.00 14,297.00
Provide Traffic control - labor(Diamond) - 1 day 1 746.30 746.30 Export excess dirt due to change of foundation size - original 42"x13' - new 48"x14'
1 579.60 579.60
Extra concrete 2.5 yards @ $236 2.5 236.00 590.00
Install additional 200' of conduit per Edison plans provided - assumes installation via bore method
200 75.00 15,000.00
Provide Traffic control - labor(Diamond) - 3 days(2 days potholing, 1 day boring)
1 2,238.91 2,238.91
**WILL SUBMIT SEPARATELY AN ALTERNATE TO

REPLACE A SECTION OF THE DRIVEWAY APPROACH IN

FRONT OF THE FIRE STATION
$149,976.66
traffic control set-up/remove+rental - 16 days - 2 hrs per day Item UOM QTY Unit Sub Total Total (Inc. Mark
ups)
Laborer HR 32 $ 77.74 $ 2487.68 2,985.22 $
Laborer HR 32 $ 77.74 $ 2487.68 2,985.22 $
traffic control equipment 16 days 1 1 $ 1208.00 $ 1208.00 1,389.20 $ TOTAL
grinding and plates for trench area
Item UOM QTY Unit Sub Total Total (Inc. Mark
grinding pavement recycling* 1 1 $ 5112.80 $ 5112.80 5,879.72 $ (40) 4x6 plates rental 1 1 $ 3489.64 $ 3489.64 4,013.09 $ Temp Asphalt for plates 1 1 $ 682.00 $ 682.00 784.30 $
TOTAL
saw cutting+VACUUM - 3' wide(for tlock base pave) - 1.5 DAY Item UOM QTY Unit Sub Total Total (Inc. Mark
Foreman HR 12 $ 82.74 $ 992.88 1,191.46 $
Laborer HR 12 $ 77.74 $ 932.88 1,119.46 $
Laborer HR 12 $ 77.74 $ 932.88 1,119.46 $
Laborer HR 12 $ 77.74 $ 932.88 1,119.46 $
Work Truck HR 12 $ 51.00 $ 612.00 703.80 $
TOTAL
demo concrete/asphalt+haul asphalt+concrete 3 DAYS
Item UOM QTY Unit Sub Total Total (Inc. Mark
Foreman HR 24 $ 82.74 $ 1985.76 2,382.91 $
mini ex HR 24 $ 43.25 $ 1038.00 1,193.70 $
bobcat HR 24 $ 40.25 $ 966.00 1,110.90 $
Operator HR 24 $ 106.64 $ 2559.36 3,071.23 $
Operator HR 24 $ 106.64 $ 2559.36 3,071.23 $
Laborer HR 24 $ 77.74 $ 1865.76 2,238.91 $
super10 truck HR 24 $ 38.50 $ 924.00 1,062.60 $
driver truck HR 24 $ 28.00 $ 672.00 806.40 $
Work Truck HR 24 $ 51.00 $ 1224.00 1,407.60 $
dump fees/load EA 2 $ 350.00 $ 700.00 805.00 $
TOTAL
dig trench/install conduit/backfill with base and compact+export dirt+import base - 8 DAYS Item UOM QTY Unit Sub Total Total (Inc. Mark
Foreman HR 64 $ 82.74 $ 5295.36 6,354.43 $
mini ex HR 64 $ 43.25 $ 2768.00 3,183.20 $

TRAFFIC SIGNAL INSTALL - BEDRORD CORONA - OPEN TRENCH PROPOSAL $ 7,359.63
$ 5,253.62
$ 10,677.11
*(if Petromat contaminated $160/load charge will occure) $ 17,150.49
bobcat HR 64 $ 40.25 $ 2576.00 2,962.40 $
Operator HR 64 $ 106.64 $ 6824.96 8,189.95 $
Operator HR 64 $ 106.64 $ 6824.96 8,189.95 $
Laborer HR 64 $ 77.74 $ 4975.36 5,970.43 $
super10 truck HR 64 $ 38.50 $ 2464.00 2,833.60 $
driver truck HR 64 $ 28.00 $ 1792.00 2,150.40 $
Work Truck HR 64 $ 51.00 $ 3264.00 3,753.60 $
conduit LS 1 $ 2613.00 $ 2613.00 3,004.95 $
base material/load - 91 TONS TONS 91 $ 185.00 $ 16835.00 19,360.25 $ TOTAL
BASE PAVE TRENCH - 3' wide(Tlock) - 3.5 DAYS
Item UOM QTY Unit Sub Total Total (Inc. Mark
Foreman HR 28 $ 82.74 $ 2316.72 2,780.06 $
bobcat HR 28 $ 40.25 $ 1127.00 1,296.05 $
Operator HR 28 $ 106.64 $ 2985.92 3,583.10 $
roller HR 8 $ 40.25 $ 322.00 370.30 $
Operator HR 8 $ 106.64 $ 853.12 1,023.74 $
Laborer HR 20 $ 77.74 $ 1554.80 1,865.76 $
Laborer HR 28 $ 77.74 $ 2176.72 2,612.06 $
super10 truck HR 28 $ 38.50 $ 1078.00 1,239.70 $
driver truck HR 28 $ 28.00 $ 784.00 940.80 $
Work Truck HR 28 $ 51.00 $ 1428.00 1,642.20 $
TACK MATERIAL 1 1 $ 297.00 $ 297.00 341.55 $
ASPHALT MATERIAL - 37 TONS TONS 37 $ 210.00 $ 7770.00 8,935.50 $ TOTAL
SUBTOTAL BEFORE CREDIT 133,024.85 $
Boring crew credit $220 @ 75/LF (16,500.00) $
total $ 116,524.85
Tools & Equipment 15%
$ 26,630.84
$ 65,953.17
Materials 15%
Labor 20%
To: Quote No: 26-11903
Fax:

Phone: (909) 802-1002
Bid Date: 9/4/2026
From: Dane Elder Email: [email protected]
10240 San Sevaine Way, Jurupa Valley, CA 91752
Phone: (951) 682-1091 Fax: (951) 682-1094
CA License # 569352
OR License # 185556
DIR # 1000003363
UT License # 6982390-5501
ID License # 015231-AA-2
NV License # 0036228
AZ License # 183900
WA License # 602-840-640
Proposal and Contract
Pavement Recycling Systems, Inc.

Adina Vera
Diamond Construction & Design
921 N Harbor Blvd #622
La Habra, CA 90631
[email protected]
Item # Item Description Estimated Quantity Unit Unit Price Total Price 3777 Bedford Canyon Rd - Corona
1 Cold Mill AC .20' Depth [220LF X 4'] 880.00 SF $5.81 $5,112.80 2 Add For Disposal Fee: Petromat Contaminated 1.00 LOAD $160.00 $160.00 Terms and Conditions
• COLD PLANING – SPECIAL CONDITIONS

1. Bid Item 1 includes: cut, initial load, haul & disposal of clean AC grinds with a minimum of [4] hours of production milling for up to [1] weekday shift, with [1] move on/off the project per a mutually agreed upon schedule.

2. Item 2 includes an add for Petromat disposal fees should it be encountered (per load).

3. Minimum billing quantity is as noted.

4. Quote is valid for 30 days from date of proposal. Written acceptance or Notice of Intent shall be provided prior to quote expiration.

5. Accepted Quote is valid thru [1/31/27]. Any work performed after this date shall be subject to adjustment.

6. Area to be received with clear, unobstructed access.

DISPATCH NOTE: Should you elect to utilize PRS services, I would like to extend our thanks. For the most efficient service in scheduling/dispatch and job set up the direct number for Kelsy is (951) 934-4792, [email protected] or Alyssa at (951) 903-9339, [email protected].
• COLD MILLING - STANDARD EXCLUSIONS
a. Secondary loading (loader work), mini-planer detail, initial sweep, chunk AC haul off & disposal, sawcut, hand detail / jackhammer work, areas inaccessible to cold planer, ramping, removal of PCC, survey/project layout, grading, compaction, dirt removal & disposal, dump fees for contaminated AC grind material [i.e. paving fabric, roots, clay, PCC, etc.], maintenance & protection of milled surface, water delivered to our machines at 2,000 gph.
b. Traffic & pedestrian control, posting, notification, coordination with businesses, residents c. Utility locating, pothole, adjustment and/or protection. Refer to General Condition Note GC.06 d. Sweeping & cleaning of planters, parkways, sidewalks, and driveways. e. Removal of build-up AC, seal coat, etc. on lip of gutter. f. Testing, Inspection, Staking, Engineering, Permits, Fees, Bonds and/or Special Insurance. g. Prepare WPCP/SWPPP, site BMPs and other erosion control measures. h. Demolition, clear & grub, vegetation and/or tree trimming, sawcut, haul-off & disposal of such. i. Wet or other unusual conditions of unsuitable materials encountered, such as rock cobble or boulders >3", buried slabs, underground piping, trash deposits, or other man-made objects, etc., are deemed cause for additional charge and/or cessation of work and liability to perform.
j. Temporary and/or permanent pavement striping, marking, legends or markers. k. PRS shall not be liable for delays attributable to labor disputes, Union strikes, accidents, acts of God, resource shortages, or other acts beyond our control.
l. Costs to accelerate the construction schedule shall be borne by others. m. No DBE/DVBE/SLBE/ELBE participation available.
n. Project Labor Agreements (PLA) participation, fees or responsibilities

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www.pavementrecycling.com
Dane Elder
To: Quote No: 26-11903
Fax:

Adina Vera
Diamond Construction & Design
921 N Harbor Blvd #622
La Habra, CA 90631
[email protected]
• GENERAL CONTRACT TERMS & CONDITIONS
· GC.01 ACCEPTANCE of this bid/proposal/quotation (Bid) from PAVEMENT RECYCLING SYSTEMS, INC. (PRS) requires that the PRICING, SPECIAL CONDITIONS and the GENERAL CONDITIONS of this Bid be included in any subcontract or purchase order agreement (Contract) and the Bid terms and conditions take precedence over any conflicting terms. · GC.02 PRS will not surrender any portion of extra work or force account mark-ups except those reserved by the owner for the General Contractor.
· GC.03 California prompt pay statutes shall be enforced. · GC.04 Unless otherwise defined in the SPECIAL CONDITIONS of this bid PRS excludes from the services quoted herein: MAINTENANCE AND PROTECTION OF THE MILLED SURFACE, TRAFFIC CONTROL, SURVEYING, LAYOUT, SAWCUTTING AND TEMPORARY TAPERS. · GC.05 Upon completion of each segment of the designated work by PRS the work shall be deemed accepted and approved and the Customer shall assume maintenance and protection of the work. · GC.06 All utilities, obstructions, and foreign objects in the work zone must be marked and located by the Customer prior to PRS's work.

PRS excludes any damage to unmarked or improperly located obstructions in the zone of work. PRS excludes notification to any underground alert service, marking or location of underground utilities. By accepting the Bid, the Customer accepts sole responsibility for, and all subsequent liabilities coincident with the following requirements of the regional notification center law pursuant to Article 2 (commencing with Section 4216) of Chapter 3.1 of Division 5 of Title 1 of the California Government Code. · GC.07 Any indemnity and defense obligation required from PRS shall be proportional and limited to the extent PRS's acts, omissions, fault or negligence contribute to any alleged or actual claims or damages. · GC.08 Insurance included in this Bid: Commercial Liability $2MM per occurrence / $4MM aggregate; $4MM Products and Completed Operations Aggregate; $2MM Personal and Advertising Injury; $2MM Commercial Auto; Worker's Compensation coverage per statute. All WRAP projects are NOT included in our insurance program and it is your responsibility to give us PRIOR to doing the work the enrollment and manual for any WRAP program that applies to the project. · GC.09 Work performed under the terms of "Rental Agreements" are due 100% in-full on a Net 30 Day basis and are not subject to Retention or other withholds, unless otherwise agreed upon in writing. · GC.10 "Rental Agreements" are not subject to warranty, guarantees, backcharge, performance, claims, indemnification of Customer shall accept all liability for any claims arising from work being performed as directed. PRSI shall not be obligated to indemnify or defend Contractor with respect to the sole or active negligence, or willful misconduct, of Contractor, Owner, its agents, servants, or other indemnified parties. Subcontractor's indemnity and defense obligation shall be proportional to the extent Subcontractor's acts, omission, fault, or negligence contribute to any claims or damages. • PRS DOORs Certificate No. 1633; Expires 2/28/2027
Payment Terms to be mutually agreed upon. Payment shall be due and payable not later than 30 days after PRS' payment application or invoice date.

Unpaid amounts shall bear interest at the rate of ten (10) percent per annum from date due. If any action is required by PRS to enforce payment it shall be entitled to recover its actual attorneys' fees, costs, expert fees and related expenses.

Proposal pricing is based upon completion of the estimated quantities. Quantity decreases by Customer will result in unit price increases by PRS.

Additional quantities to be measured and billed at the stipulated price as set forth hereinabove.

Any alteration or deviation to the scope of work shall be by written change order by an authorized representative having authority to issue such order.

T&M / Extra Work rates subject to current PRS Published "Rental Rates" or if mutually agreed upon the current Labor Surcharge and Equipment Rental Rates (Caltrans).

Payment Terms

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www.pavementrecycling.com
Dane Elder
To: Quote No: 26-11903
Fax:

Adina Vera
Diamond Construction & Design
921 N Harbor Blvd #622
La Habra, CA 90631
[email protected]
Date: Accepted By:

Page 3 of 3 ends

www.pavementrecycling.com
Dane Elder
PLEASE REMIT TO:

P.O. BOX 208439
Dallas, TX 75320-8439
CONTRACT TYPE:

BRANCH LOCATION INVOICE #
PO #
JOB #
JOB NAME:

CUSTOMER # PHONE# ORDERED BY:

DATE/TIME OUT:

DATE/TIME IN:

CONTACT: TERRITORY: PROCESSED BY:

DRIVER LICENSE:

JOB ADDRESS:

EQUIPMENT DESCRIPTION RATES EXTENDED
EQUIP. #
ITEM
QTY DAY WEEK 4 WEEK PRICE
SUB TOTAL:

DAMAGE WAIVER:

TAX:

TOTAL AMOUNT DUE:

DEL. INSTRUCTIONS:

Revised 01/25
LICENSE PLATE: RETURN LOC:
** COPY **
TRLA
866-270-9960
QUOTE
24014394
QUOTE
QUOTE
866-270-9960

SAN CLEMENTE
186918 909-802-1002 /LEEL/12:34
7/08/26 12:04 PM
7/19/26 1

DIAMOND CONSTRUCTION & DESIGN
921 HARBOR BLVD #622
LA HABRA, CA 90631
STELIAN 714-240-3698 723 LEEL
800 AVENIDA PICO SAN CLEMENTE CA 92672
PAGE: 1
40 ROAD PLATE - 4X6X1" 10.00 30.00 90.00 2400.00
SALES ITEMS:

Qty Item number Unit Price
1 AB1130 EA 18.00
AB1130 - PERSONAL PROPERTY TAX .75%
1 TRANSPORT SURCHARGE EA 22.50

TRANSPORT FUEL SURCHARGE
DELIVERY CHARGE 250.00
DELIVERY BY:

PICKUP CHARGE 250.00
PICKUP BY:
2940.50
360.00
189.14
* ESTIMATE PURPOSES ONLY * 3489.64

REPRINT COPY
* GOOD FOR 30 DAYS *
Bid Due Date: 8/19/2026
Estimate Number
26-8571
Project Name: Bedford/Georgetown
Agency: CITY OF CORONA
Project #:

Bid Due Time: ASAP
Acceptance TOTAL:

Ph: (626) 810-1338 | Fx: (626) 810-1322 | Email: [email protected] California Professional engineering, inC.
19062 San Jose Avenue, La Puente, CA 91748
License # 793907 Exp: 04/30/2027
Classifications: A, C-10, C-20
SB-PW Certified DGS #54567
DIR #1000377609 Exp. 06/30/2026
Only Union Signatory to LiUNA (Laborers) and IBEW (Electrical) Exclusions: Bond & Premium; Overtime/Nighttime Rates; All Permits; All Training Requirements; Signage; Traffic Control, and TCP; Light Towers; CMS Boards; Shoring; Water; Sidewalk & Surface Concrete; Regulatory Signs; Hauling Dirt, Debris, & Concrete Foundation Away; Ramps; Repaving Street/Potholes; Saw Cutting; Trench Plates; USA Marking Removals; Irrigation Work; Dewatering; Striping; Survey; Fencing; Landscaping; Decorative Rock; Cold/Hot Mix; Temp. Asphalt; Inspection Fees; Testing; Temporary Loops; Temporary Signal; Compaction Testing; GIS Mapping; High Voltage Conflicts, unless otherwise noted above. Standard Certificate of Insurance will be provided upon request. Any additional requirements will be billed at cost.

Hot Mix Asphalt shall be provided by Contractor to CPE to backfill any potholes and/or excavations. If it is not provided and we utilize temporary Cold Mix, CPE will not be held liable for any claims that may derive from such pothole and/or excavated location.

If you list CPE, please inform us ASAP to avoid work overload.

Conditions Set Forth:

1. Estimate based on one (1) mobilization unless noted otherwise. Add'l mobilization at $3,500.00/ea (local) & $5,500.00/ea (out of town).

2. If loop work: stubout must be existing & marked if not called out to be replaced per plans. Cat-tracking shall be approved prior.

3. One work day based on eight (8) standard consecutive work hours per day.

4. Minimum of a 4-week notification required; subject to material/scheduling availability.

5. Quote valid for thirty (30) days. CPE reserves the right to revise our quotation as necessary. Terms: 30 days.

6. Should HKA be the acting consultant/inspectors on behalf of the Agency, CPE reserves the right to withdraw our bid.

Bid based on entire bill of material and services and is inseparable unless written authorization is provided by CPE.

CPE's work considered specialty and excludes any GC supervisional provision. Any GC supervisions shall be solely to GC's discretion.

Item # Description: UOM: Qty: Unit Price: Subtotal:

COR#5 Additional Costs to delete 24-3-100 poles and
add 29-5-100 poles, and add 1ea PPB Post Per
latest plan revisions
LS 1 14,297.00 14,297.00
_____________________________________ $14,297.00
Material Changes
Unit Tax Total W/ Markup
Additional Cost to delete 24-3-100 Pole
and Add 29-5-100 Pole $ 8,362.00 9,198.20$ $ 10,577.93
Additional Cost to add PPB Post $ 600.00 $ 660.00 $ 759.00 $ 11,336.93
TOTAL $ 11,336.93
Install Push Button Post UOM QTY Unit Sub Total Total (Inc. Mark ups) Work Truck hr 8 $ 54.23 $ 433.84 $ 477.22
Compressor hr 8 $ 43.57 $ 348.56 $ 383.42
Laborer hr 8 $ 114.10 $ 912.80 $ 1,049.72
Laborer hr 8 $ 114.10 $ 912.80 $ 1,049.72
TOTAL $ 2,960.08
TOTAL $ 14,297.01
American Right-of-Way, Inc.

PO Box 716, Walnut CA, 91788
Just Say "Right Away!"
Quote # Q26-1655.3 Estimator Dave Weir
Agency Corona Phone 760 505 3335
Job Name TS Installation at Bedford Canyon E-mail [email protected] Bid Date Valid for 30
Spec Year 2025 Expires 5/3/2026
Bid Item Quantity Description Price Each Extended
1 Additional Cost to delete 24-3-100 Pole and
Add 29-5-100 Pole $8,362.00 $8,362.00
1 Additional Cost to add PPB Post $600.00 $600.00
Total $8,962.00
Material lead times (at bid) approximately 20 weeks. Subject to change.

Sale subject to credit approval and standard terms and conditions.

Freight included. Sales tax is not included. Add 3% for Credit Card Orders 7/7/2026
Item UOM QTY Unit Sub Total Total (Inc. Mark
ups)
Traffic control Laborer - 1 day HR 8 $ 77.74 $ 621.92 $ 746.30 TOTAL
demo concrete/export 1 DAY
Item UOM QTY Unit Sub Total Total (Inc. Mark
ups)
super10 truck HR 4 $ 38.50 $ 154.00 177.10 $
dump fees/load EA 1 $ 350.00 $ 350.00 402.50 $
TOTAL
Tools & Equipment 15%
Other 15%
$ 579.60
Changes of poles+addition of 1-PPB Post
Description of work: 1 day Traffic control
$ 746.30
Labor 15%
Materials 15%
Bid Due Date: 8/19/2026
Estimate Number
26-8573
Project Name: Bedford/Georgetown
Agency: CORONA
Project #: