HomeMy WebLinkAboutProject Professionals Corporation - Paradise Creek Water Quality and Community Enhancement Ph. II - CIP No. 19-11 - Change Order No. 31 - 2025 P C
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PROJECT PROFESSIONALS CORPORATION p{'' I b
..;i CITY
CHANGE ORDER MEMORANDUM
February 14,2025
To: Stephen Manganiello,
Director of Engineering&Public Works/City Engineer
Engineering and Public Works Department
City of National City
From: Josh Johnson
Senior Project Manager
Project Professionals Corporation
Project: Paradise Creek Water Quality and Community Enhancement Ph.II
CIP No.: 19-11
Subject: Change Order No.31
Change Order No.31 provides for:
Contractor incurred costs associated with the removal of bid line item 24-Emergency Overflow Spillway Access
Ramp.
Payment for this change order was determined by force account.
Supporting Information:
With removing bid item 24—Emergency Overflow Spillway Access Ramp the subcontractor had already
incurred costs associated with this bid item by providing shop drawing submittals and had a cancellation fee
as part of their contract.See attached for details. Bid item 24 was removed from the Contract due to budget
constraints and was not part of the grant funded items.
Time Adjustment:
Zero(0)working days are to be added to the contract.
Cost Adjustment:
The additional cost for this change in the scope of work has been agreed upon at a lump sum price of$4,348,14.
The pay method and amount have been reviewed by the Project Manager and are considered fair and reasonable.The
supporting documentation is on file with the project records.
Josh Johnson, PPC 2/14/25
P oject anager Date
4)— CALIFORNIA -{*
NATIONAL CITY
iNCORPORATEV
PARADISE CREEK WATER QUALITY AND COMMUNITY ENHANCEMENT PH. II CHANGE ORDER NO. 31
CIP NO. 19-11 February 14,2025
Contractor: Wright Construction Engineering Corp
2625 S Santa Fe Ave
San Marcos, CA 92069
This Change Order modifies Contractor's and the City's obligations and rights under the abovementioned
contract. This change order is not effective until approved by the City.
Time adjustment:
Zero(0)working days are be added to the contract.
Cost of Change Order:
The City and the Contractor agree that the Contractor incurred costs associated with the removal of bid
line item 24- Emergency Overflow Spillway Access Ramp.The total amount for all labor, material,
equipment and all other associated work is$4,348.14.
Recommended by Project Manager: i - Josh Johnson, PPC Date: 2/14/25
By signing this Change Order the Contractor confirms that he/she is completely familiar with and has fairly
negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the
equipment, materials and labor necessary to provide a complete work as described above at that the price
stated herein. Contractor confirms that the price is fair and complete and represents all costs associated with
the work, including but not limited to all equipment, materials, labor, supervision, overhead, fees, bonds,
insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the
original contract documents are incorporated herein. The signer for the Contractor confirms that he/she is
authorized to bind the Contractor to this Change Order.
Agreed and Accepted by Contractor: Date:2/14/25
(Print Name and Title)
Jason Merritt-Project Manager
Approved by Project Coordinator: a
( I Date:
Approved by Assistant Director of E&PW: �(a� Date:
Approved by City Engineer: . 7 2 Date:
Approved by City Manager: Date:
(Required for change orders$25,000 and above)
+r.- CALIFORNIA -
NATIONAL CI.
O3�3�1
INCORPORATED
PARADISE CREEK WATER QUALITY AND COMMUNITY ENHANCEMENTS - PH. II
CIP NO. 19-11
DATE: February 13,2025
WORK PERFORMED BY: Soil Retention Products Inc.
DESCRIPTION OF WORK: Cancellation Fee for work completed
ACCOUNTING FOR TIME, MATERIALS,AND EQUIPMENT
MATERIALS Unit Qty Rate Total
1) Cancellation fee for work completed LS 1.00 3,780.99 3,780.99
Sub-Total Materials: $ 3,780.99
Materials Markup(15%): $ 567.15
TOTAL MATERIALS: $ 4,348.14
SUB TOTAL: $ 4,348.14
GRAND TOTAL: $ 4,348.14
CONSTRUCTION ENGINEERING CORP.
11(IMSI ft55155
PROJECT CHANGE ORDER REQUEST #41
PROJECT NAME Paradise Creek Water Quality & Community Enhancements- Phase II
LOCATION OF WORK Corner of Paradise Valley Road & Plaza Blvd.
CONTRACT NO. CIP 19-11 CHANGE ORDER NO. 41
REQUESTING PARTY City of National City DATE OF REQUEST January 10, 2025
PROJECT MANAGER Randy Garcia CONTRACTOR Wright Construction Eng. Corp
OWNER City of National City ENGINEER Javier Alexandro Yescas
PROJECT DETAILS
Earthwork, Drainage System, Rip Rap, Flatwork, Headwalls. Precast Boxes, Hydroseed, Fencing,
Asphalt, Turf Reinforcing Mat & Culvert Grates
PROJECT CHANGE REQUEST DESCRIPTION
DESCRIPTION Cost incurred by contractor for purchase order of Enviroflex Block and appurtenances for the
OF CHANGES
NEEDED emergency overflow spillway access ramp
REASON FOR City's direction on December 3, 2024 for Removal of Bid Item#24: Emergency Overflow Spillway
CHANGE Access Ramp
List all attached documents which support the requested change and justify any increased cost and time.
SUPPORT& See Attached Email from City along with back-up documentation for cost incurred
JUSTIFICATION
DOCUMENTS
SPECIFICATIONS Special Provisions, Section 3-3 &Section 6-6.2 & Greenbook Section 7-3.8
IMPACT OF Removal of Item on contract for materials approved via Submittal #29.1
CHANGE
RISK
MANAGEMENT
PROJECT NAME Paradise Creek Water Quality & Community Enhancements- Phase II
LOCATION OF WORK Corner of Paradise Valley Road & Plaza Blvd.
CONTRACT NO. CIP 19-1 1 CHANGE ORDER NO. 41
CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIMES
ORIGINAL PRICE $2,610,245.00 ORIGINAL TIMES 120 Working Days
NET CHANGES OF NET CHANGES OF PREVIOUS
PREVIOUS CHANGE ORDERS $596,076.43 CHANGE ORDERS IN DAYS 99 Working Days
NET INCREASE/DECREASE Increase $4,348.14 NET INCREASE/DECREASE Increase 0 Working Days
TOTAL CONTRACT PRICE $3,206,321.43 TOTAL CONTRACT TIME 219 Working Days
WITH APPROVED CHANGES WITH APPROVED CHANGES
CHANGE REQUEST PRIORITY LEVEL PRIORITY LEVEL JUSTIFICATION
PROJECT CHANGE ORDER DISCUSSION DOCUMENTATION
CHANGE HAS BEEN DISCUSSED WITH:
NAME&TITLE NAME&TITLE DATE
By
By
__.. By
By
By
By
RECOMMENDED BY APPROVED BY
ENGINEER OWNER
DATE DATE
ACCEPTED BY REVIEWED BY
CONTRACTOR FUNDER
DATE I January 10, 2025 DATE
WR ®l
Estimate Breakdown
Dates: 1/10/25
Project Name Paradise Creek Mitigation&Community Enhancements-Worse 2 Work Sheet No.
Prime Contractor Wright Construction Engineering Corp Change Order Request 41
Supplier Sal Retention
Project No. OP 19-11
LABOR Rate Howe Total EQUIPMENT Rates Han Tot. SUBCONTRACTOR/Materials
Cass Name S.T. O.T. S.T. O.T. S.i. O.T. Model Type Par Hr. Tales. DesCription Inv.t Qum% Unit
Laborer Chris Sorter $ 71.16 $ 106.74 0 0 Foremam Todc 0-06 5 41.96 0 $ Soil Retention Cancellation invoice 0090160-IN 1 $3,780.99 $ 3,780.99
Laborer Ina Reya $ 71.16 $ 106.74 0 0 305 Mini Excavator 0250 5 55.25 0 $ -
Laborer Gustavo Marquez $ 71.16 $ 106.74 0 0 Caterpillar 314 03020.R $ 77.90 0 $ -
Laborer Tony Marquez-Zermeno $ 71.16 $ 106.74 0 0 10 Wheel Dump Truck 34Xl $ 94.12 0 $ - ,
Laborer Ernesto Murrill $ 71.16 $ 106.74 0 0 F-250 Tool Box Toad[ 06-12 $ 41.96 0 $
laborer Robert Valle $ 71.16 $ 106.74 0 F-350 tool Box Truck 06-12 5 41.96 $
Laborer Nuk Hunter $ 71.16 $ 106.74 0 Ram 2500 Work Truck '06-12 '5 41.96 " '$-
laborer lose Marquez $ 71.16 $ 106.74 0 Walk Behind Concrete Saw 20.33 $ 1942 $ -
Laborer .lull Silva '$ 71.16'$ 106.74 0 . I1 Compactor 0250 5 8.01 5 -
Laborrer Daniel Gonzales $ 71.16 $ 106.74 0 ...Trailer 10-020 $ 7.34 5 -
Laborer Steven Gonzales $ 71.16 $ 106.74 0 Vibra Plate Compact. 0250 5 5.38 $ -
laborer-Apprentice Danimc Drew $ 71.16 $ 106.74 - 2590 Skid Steer(73HP) 2159 $ 56.06 5 -
Carpenter Victor Cruz $ 77.12 5 115.6E 2795kud Steer(66HP) 'A $ 48.93 S -
Carpenter Brian Nicholson $ 77.12 5 115.68 Roof Mounted Arrow Bmrd AM 5 1.14 _$ -
Operator Steve Loftis $ 94. $ 141.72 F-250 Arrow Truck •00-06 '$ 37.19 -_ - $ - e
Operator Randy Matthews $ 94.4E $ 141.72 Air Compressor185 "025.05 $ 47.34• $ -
Operator Steve Falkenstein $ 94.48 5 141.72 Alr Tools 60 $ 1.77' $
Operator -Nick Shearer $ 94.4E 5 141.72 0 0 Drum Roller 1150 $ 32.35 $ -
Carpenter We Wright $ 77.12 5 115.68 0 4 Cutoff law 010 $ 4.29 $
Small Tools 015-060 $ 0.36 $
Generator 00-015 5 12.34 $ -
110 High Cycle Vibrator 0010 $ 1.36 $ -
Water Truck 20.28 $ 57.26 $
'Art Welding Machine 250500 $ 15.52 $
ICY Dump Truck 2AXL $ 73.10 $ -
314Excavator 0302C1R $ 77.90 $ -
336F Excavator 0351F $238.96 $
480 Excavator 3010 5 224.98 $ -
415 Sldp Loader 105012 5 63.21 $ -
970f Loader 2370 $215.52 $ -
Surcharge 19% 5 - Subtotal 5 - 5 - Subtotal $ - Subtotal $ 3,78099
Markup 20% $ - - Standard Markup Markup 15% - Standard Markup . Markup 15% 5 567.15
Total $ - - Total - Taal $ 4,348.14
ITEM I Nowt % Molt up Total
DescdptlanOfWak&Nate: Icertify that the 1 5 - 0% $ - $ •
Cost Breakdown for deleting Bid Rem A24:Emergency Overflow Spilhvay Access Ramp changes are accurately Equlpme. 5 •
reported for the Labor 5 •
Attached is the cat for the completion of work via face account analysis work indicated Material/SUBCONTRACTOR $ 4,348.14
along with any additional documents pertaining to the cat of all work Total(Equlp.,Labor,Materials,Subcontractor) $ 4,348.14
Date:
X: Total This Report I$ 4,348.14
Ami Invoice
SOIL RETENTION
Invoice Number: 0090164-IN
PRODUCTS I N C .
Invoice Date: 1/10/2025
1265 Carlsbad Village Drive
Suite 100 Order Number:
Carlsbad, CA 92008 Order Date
ph: 760-966-6090 Customer Number: WRIGHT
fx: 760-966-6099
www.soilretention.com
Sold To: Ship To:
WRIGHT CONSTRUCTION ENG.CORP. WRIGHT CONSTRUCTION ENG.CORP.
2625 S.SANTA FE AVE Paradise Creek Mitigation
*PLEASE EMAIL INVOICES* National City,CA
accounting@wcec.net
SAN MARCOS,CA 92069
Confirm To:Jason Merritt
Customer P.O. Ship VIA F.O.B. Terms
2306005 Due Upon Receipt
Item Code Unit Ordered Shipped Back Ordered Price Amount
MISC EACH 1.000 1.000 0.000 3,780.990 3,780.99
25%Cancelation Fee per P.O. Whse: 000
Project#2306005
Shop drawings completed for submittals
Original P.O.Amount:$15,123.95
Net Invoice: 3,780.99
Less Discount: 0.00
Freight: 0.00
Sales Tax: 0.00
Invoice Total: 3,780.99
From: Josh Johnson josh@ppc-sd.com
Subject: Paradise Creek Water Quality,Deleted Contract Work
Date: December 3,2024 at 11:27AM
To: Jason Merritt jmerritt@wcec.net
Cc: Luca Zappiello IZappiello@nationalcityca.gov, Richard Talley richard@ppc-sd.com
Jason,
The following items are to be removed from the Contract:
Bid item 17 - Repair Wall (East End of the Channel at Paradise Valley Rd.)
Bid item 24 - Emergency Overflow Spillway Access Ramp
Bid Item 29 - Biofiltration Basin Liner
Bid item 30 - Split Rail Fencing
Partial Bid Item 36 - 1 Ea, Access Road 1 Removed
Please let me know if you have any questions or comments.
Thanks,
Josh Johnson, PE
Vice President/Senior Project Manager
Project Professionals Corporation
4700 Spring Street, Suite 100
La Mesa, CA 91942
Office: 858.634.8180
Mobile: 619.971.4126
ppc-sd.com
NOTICE TO RECIPIENT: This email and its contents are protected under attorney-client privilege and may be attorney work
product. If you are not the intended recipient or an authorized agent of the recipient,immediately inform the sender via email or
call at 858.634.8180 and permanently destroy all copies of the message that you have received,including printed or other backup
copies of the message and any attachments. Unauthorized copying,storage,forwarding and dissemination of this message or any
attachments are strictly prohibited. All rights are expressly reserved.
Submittal Review Comments FYZ
Client: City of National City Contractor: Wright Construction Engineering Corps
Project Name: Paradise at Plaza Water Quality and Community Enhancement Contract No.:
Project—Phase II
Submittal No.: 29.1 Description: Articulated Concrete Block
Reviewed By: Date: 05/17/24 Recommended Action:
G. Masutani A
COMMENTS:
None. .)'
A. NO EXCEPTION TAKEN(NET)
RESUBMITTAL NOT REQUIRED AS ❑
B. NOTED(RNRN)
C. REVISE AND RESUBMIT ❑
D. REJECTED ❑
E. ENGINEER'S REVIEW NOT REQUIRED ❑
This review is for general conformance
with design concept only. Any deviation
from plans or specifications no't clearly
noted by the Contractor has not been
reviewed. Contractor is responsible for
dimensions and quantities, means and
methods of construction, and coordination
with other trades. Review by the Engineer
shall not relieve the contractor of the
contractual responsibility for any error or
deviation from contract documents.
HDR ENGINEERING, INC.
By: G. Masutani Date 5/17/24
Submittal Number 29.1
Paradise at Plaza Water
Project Quality and Community
Enhancement Project—
Phase II
HDR Engineering,Inc. 591 Camino de la Reina Phone(858)712-8400 Page 1 of 1
Suite 300 Fax(858)712-8333
San Diego,CA,92108 www.hdrinc.com
47A:a
iLvw`,
SOIL RETENTION
PRODUCTS INC .
DATE: June 15,2023(Revised April 18, 2024) PROJECT#2306005
TO: Wright Construction
Attn: Jason Merrit
Phone: 760-599-3915; Cell: 941-321-0535
Email: bids(a�wcec.net
PROJECT: Paradise Creek Water Quality and Community Enhancement Project—Phase II, Capital Improvement Project No. 19-
11, National City, CA
MATERIAL QUOTATION -ENVIROFLEX®ARTICULATED CONCRETE BLOCK SYSTEM—REV#1
Please find the following materials quote for the ENVIROFLEX®Articulating Concrete Block(ACB)system.
512 6"Enviroflex®(Grey) @ $20.25 /block $10,368.00
600 Polyester Cables @ $0.75 LF $450.00
8 Cable Crimps (50/bag) @ $76.25 /Bag $610.00
32 Pallets @ $24.95 ea. $798.40
Sales Tax @ 7.75% $947.55
3 Load(s) Freight @ $650.00 per load $1,950.00
TOTAL $15,123.95
QUOTATION NOTES:
1. Our proposal is based on an estimated 1,630 SF of total ACB coverage (full pallet) per project plans considering a 10%
increase for slope face coverage(hypotenuse)and 5%reduction for concrete closure pours.
2. Determination/verification of final quantities required for the completion of project is the responsibility of customer. Soil Retention
reserved the right to re-quote for partial orders.
3. This quote shall be included with the Purchase Order. This quotation contains the entire agreement with respect to purchase and
sale of products described and supersedes any prior communication. This quote is valid for 45 days and is based on current
market conditions. Soil Retention reserves the right to revise pricing or rescind this proposal/agreement at our sole discretion as a
result of significant changes from current market or environmental conditions should it become uneconomical or unfeasible.
STANDARD NOTES:
1. Soil Retention and purchaser will agree, and confirm in writing, to a specific material delivery date at the time of purchase order.All
orders must be shipped within a maximum of 45 days of manufactured material. In the event the purchaser cannot accept delivery
by the agreed upon date, the purchaser will be invoiced for the material in full and pay a storage fee of 5% per month of the
purchase order amount.
2. Freight terms are Freight on Board (FOB) Perris, CA 92571. Delivery location to be accessible by 40-foot flatbed truck (unless
otherwise agreed upon in writing). Unloading to be by others with competent operator. Purchaser is responsible for providing lifting
equipment with enough reach capacity for offloading of material off flatbed truck. 45 minutes of offloading time is included.
Additional time beyond 45 minutes is subject to fee of$125.00 per hour. Freight subject to re-quote at time of delivery. Special
loading requirements or special coordination may be subject to additional charges.
3. Purchaser may cancel order due to project cancellation. In the event of such cancellation the purchaser will be liable for payment
as follows; 25% of the quoted amount after purchase agreement; 50% of the quoted amount if the order has been released for
manufacture, in addition to any charges incurred by Soil Retention from outside vendors for material and/or fabrication.
1265 Carlsbad Village Drive,Suite 100•Carlsbad,CA 92008•P:(760)966-6090•F:(760)966-6099•www.soilretention.com
SUBMITTALS/PRODUCTION:
1. Shop Drawings by Soil Retention provided per Specification if required.
2. Production of material for order shall begin upon receipt of signed Purchase Order as follows:
a. Material is in stock(Currently)
b. Estimated lead time to manufacture material is 4-6 weeks from receipt of Purchase Order.
MATERIAL:
Description Unit 6" ENVIROFLEX®
Block Coverage Area sf 3.21
Blocks/Pallet # 16
Pallet Weight lbs 2,800
Block Coverage/Pallet sf 51.4
Pallets/Truckload # 15
Coverage Area/Truckload sf 771
1. Polyester cables: Duravet or Approved Equal Polyester cables included for cold-joint closure pours only(major grade breaks and
edge conditions). Block to block cabling not necessary for hydraulic stability or installation.
2. Cable Crimps: 50 aluminum Cable Crimps washers per bag.
3. Filter Fabric: Not included in quote. Required for installation.
4. Gravel underlayment: Not included in quote. Required for installation.
RENTAL EQUIPMENT
1. Grapple Device: Grapple Device Mechanically Places Block. Rental of grapple attachment for mounting on an excavator (Cat
308 w/ 2 auxiliary connections or similar) @ $185/day ($825/week) until returned. Grapple device will be shipped on a pallet
along with product. Return delivery by customer. Customer will be invoiced $25,000 for grapple device if not returned within 30
days of rental period.
2. Cable Crimp Tool: Rental of cable crimp tool at$35/day($150/week)until returned. Air compressor(70 psi)not provided.
3. Rental equipment per separate agreement.
PAYMENT TERMS:
1. 25%of contract amount due at Purchase Order prior to start of manufacturing. Payment due after delivery. NET 30.
Thank you for the opportunity to present this material quotation. Should you have any questions, please call us at 760-966-6090.
WE HEREBY ORDER THE DESCRIBED MATERIAL
SUBJECT TO ALL TERMS AND CONDITIONS OF THIS
QUOTATION.
Purchaser Acceptance Seller Acceptance
Company: Wright Construction Engineering Corp Company: Soil Retention Products
Signature: � Signature: Z7a.4. d £746 94.JZ2,
Printed Name: Jason Merritt Printed Name: Darien Osborne, PE
Title: Project Manager Title: Director of Preconstruction
Date: 4/18/24 Date: 4/18/2024
1265 Carlsbad Village Drive,Suite 100•Carlsbad,CA 92008•P:(760)966-6090•F:(760)966-6099•www.soilretention.com
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Greenbook 2021 37
7-3.5 Contract Unit Prices.
7-3.5.1 General. The quantities listed in the Proposal will not govern final payment. Payment to the
Contractor will be made only for actual quantities of Contract items constructed in accordance with the
Contract Documents.
If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not
involve a substantial change in the character of the work from that shown on the Plans or specified in the
Specifications, then an adjustment in payment will be made. This adjustment will be based upon the
increase or decrease in quantity and the Contract Unit Price.
If the actual quantity of an item of work covered by a Contract Unit Price and constructed in
conformance with the Plans and Specifications varies from the Bid quantity by 25 percent or less,
payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from
the Bid quantity by more than 25 percent, payment will be made per 7-3.5.2 or 7-3.5.3 as appropriate.
If a change is ordered in an item of work covered by a Contract Unit Price, and such change does
involve a substantial change in the character of the work from that shown on the Plans or specified in the
Specifications, an adjustment in payment will be made per 7-3.7.
7-3.5.2 Increases of More Than 25 Percent. Should the actual quantity of an item of work
covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications,
exceed the Bid quantity by more than 25 percent, payment for the quantity in excess of 125 percent of
the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to
by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work.
The Extra Work basis of payment shall not include fixed costs. Fixed costs shall be deemed to have been
recovered by the Contractor through payment for 125 percent of the Bid quantity at the Contract Unit Price.
7-3.5.3 Decreases of More Than 25 Percent. Should the actual quantity of an item of work covered by a
Contract Unit Price,and constructed in conformance with the Plans and Specifications,be less than 75 percent of
the Bid quantity,an adjustment in payment will not be made unless so requested in writing by the Contractor. If
the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price
mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra
Work; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit
Price nor more than would be made for 75 percent of the Bid quantity at the Contract Unit Price.
7-3.6 Stipulated Unit Prices. Stipulated Unit Prices may be used for the adjustment of Contract
changes when so specified in the Special Provisions.
7-3.7 Agreed Prices. If mutual agreement can not be reached, the Engineer may direct the
Contractor to proceed on the basis of Extra Work, except as otherwise specified in 7-3.5.2 or 7-3.5.3.
7-3.8 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to
the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in
writing from the Engineer so stating its elimination.
If material conforming to the Plans and Specifications is ordered by the Contractor for use in the
eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that
material can not be canceled, payment will be made to the Contractor for the actual cost of the material.
In this case, the material shall become the property of the Agency. Payment will be made to the
Contractor for its actual costs for any further handling. If the material is returnable, the material shall be
returned and payment will be made to the Contractor for the actual cost of charges made by the supplier
for returning the material and for handling by the Contractor.
Actual costs, as used herein, shall be computed on the basis of Extra Work.
For inrlivictual usA only by imarritt(ahwneo nat as nar conyrioht law order 11). hni9R1A