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Home My WebLink AboutProject Professionals Corporation - Paradise Creek Water Quality and Community Enhancement Ph. II - CIP No. 19-11 - Change Order No. 30 - 2026 I P C z‘ . .. f. ` , 13 AID: 15 PROJECT PROFESSIONALS CORPORATION a..: ; . .. �. �,L 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.30 Change Order No.30 provides for: Grouting the rip rap at the center of the creek from approximate stations 13+80 to 14+25 Payment for this change order was determined by force account. Supporting Information: With removing the maintenance access ramp west of the downstream rip rap section a path of travel had to be established through the rip rap section.With the revised access ramp location from HDR it was recommended to grout the rip rap in the middle of the creek to provide a stable path of travel for maintenance to cross the rip rap section with a skid steer to maintenance the west end of the creek. 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$8,127.87. 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 ojec anager Date -,- CALIFORNIA —R NATIONAL CITp to 1 INCORPORATED PARADISE CREEK WATER QUALITY AND COMMUNITY ENHANCEMENT PH. II CHANGE ORDER NO.30 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 is to proceed with grouting the rip rap at the center of the creek from approximate stations 13+80 to 14+25.The total amount for all labor, material, equipment and all other associated work is$8,127.87. Recommended by Project Manager: Johnson, PPC Date: 2/14/25 By signing this Change Order the Contract r 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,, \`''�� Date: Approved by Assistant Director of E&PW: iler 0(.. `g-, Date: 'i1j "' ! Approved by City Engineer: 7 Date: Approved by City Manager: Date: (Required for change orders$25,000 and above) +}-t CALIFORNIA N LTIONAL cI'Z'Y a3,POINCORPORATED PARADISE CREEK WATER QUALITY AND COMMUNITY ENHANCEMENTS - PH. II CIP NO. 19-11 DATE: December 20,2024 WORK PERFORMED BY: Wright Construction Engineering Corp. DESCRIPTION OF WORK: Grouting rip rap within downstream section ACCOUNTING FOR TIME,MATERIALS,AND EQUIPMENT Unit Qty Wage Total 1) Superintendent-Brian N. HR 3.00 77.12 231.36 2) Superintendent-Brian N. (Overtime) HR 1.00 115.68 115.68 3) Laborer-Jose R. HR 3.00 71.16 213.48 4) Laborer-Jose R.(Overtime) HR 1.00 106.74 106.74 5) Laborer-RobertV. HR 3.00 71.16 213.48 6) Apprentice Laborer-JacobS. HR 2.00 40.05 80.10 Sub-Total Labor: $ 960.84 Labor Burden(19%): $ 182.56 Labor Markup(20%): $ 192.17 TOTAL LABOR: $ 1,335.57 Unit Qty Rate Total 1) Superior Ready Mix-2500 PSI concrete LS 1.00 5,388.96 5,388.96 Sub-Total Materials: $ 5,388.96 Materials Markup(15%): $ 808.34 TOTAL MATERIALS: $ 6,197.30 SUBCONTRACTOR Unit Qty Rate Total 1) Double Pumping-Concrete Pump Service LS 1.00 566.67 566.67 Sub-total Subcontractor: $ 566.67 Prime Contractor Markup(5%): $ 28.33 TOTAL SUBCONTRACTOR: $ 595.00 SUB TOTAL: $ 8,127.87 GRAND TOTAL: $ 8,127.87 WRIGHT PROJECT CHANGE ORDER REQUEST #38 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 I CHANGE ORDER NO. 38 REQUESTING PARTY City of National City DATE OF REQUEST January 6, 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 OF CHANGES Installation of concrete within rip rap located downstream of box culvert NEEDED CHANGE ON FOR City's Request to install grout within bottom of creek for access of City personnel List all attached documents which support the requested change and justify any increased cost and time. SUPPORT& See Attached Email from City JUSTIFICATION DOCUMENTS SPECIFICATIONS Special Provisions, Section 3-3 &Section 6-6.2 IMPACT OF Rip Rap within bottom of creek on downstream section will have concrete filled within voids CHANGE RISK MANAGEMENT PROJECT NAME Paradise Creek Water Quality 8,Community Enhancements- Phase II LOCATION OF WORK Corner of Paradise Valley Road & Plaza Blvd. CONTRACT NO. CIP 19-11 CHANGE ORDER NO. 38 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 $8,346.80 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 I DATE ACCEPTED BY REVIEWED BY CONTRACTOR FUNDER DATE January 6, 2025 DATE Estimate Breakdown Dates: 12/20/24 Project Name Paradise Creek Mtlgation&Community Enhancements-Phase Work Sheet No. Prime Contractor Wright Construction Engineering Corp Charge Order Request 38 Supplier Project No. OP 19-11 LABOR Pete, Han Total EQUIPMENT Rates Han Total SUBCONTRACTOR/Materials Class Name S.i. O.T. S.. O.T. S.T. O.T. Model Type Per Hr. Tot.tea. Description Inu.R Quint. Unit Laborer Chris Suster $ 71.16 $ 106.74 Foreman,Truck 00-06 $ 41.96 $ Superior Ready MD-2503 poi Concrete 468964 12.667 $5,3118.96 $ 5,3138.96 Laborer Jose Reya $ 71.16 $ 106.74 $ 213.48 $ 106.74 305 Mini Excavator 0250 $ 55.25 $ - Double Pumping-Concrete Pump Service 1 .$ 566.67 $ 566.67 Laborer Gustavo Marquez $ 71.16 $ 106.74 Caterpillar 314 0302QR $ 77.90 $ - Laborer Tony Marquez-Zermeno $ 71.16 $ 106.74 10 Wheel Dump Truck 3A%L $ 94.12 $ - Laborer Ernesto Murrill $ 71.16 $ 106.74 F-250Tod Bar Truck 0612 $ 41.96 $ Laborer Robert Valle $ 71.16 $ 106.74 $ 21348 $ 106.74 F-350tod Box Truck 06-12 $ 41.96 $ Laborer Nick Hunter $ 71.16 $ 106.74 Ram 2500 Work Truck 06-12 $ 41.96 $ Laborer lose Marquez $ 71.16 $ 106.74 Walk Behind Concrete Saw 20-33 $ 19.42 $ - Laborer Julio Silva 5 71.16 $ 106.74 U Compactor 0250 5 841 $ - Laborrer Daniel Gonzales $ 71.16 $ 106.74 Water Trailer 10-020 $ 7.34 $ - Laborer Steven Gonzales $ 71.16 $ 106.74 Vibra Plate Compactor 0-250 $ 5.38 $ - Laborer-Apprentice Jacob Swain $ 40.05 $ 60.08 $ 30.10 2590 Sled Steer(73HP) 2159 $ 56.06 $ - Carpenter Victor Cruz $ 77.12 5 115.68 279Skd Steer(66HP) A $ 48.93 $ - Carpenter Brian Nicholson $ 77.12 $ 115.68 $ 231.36 5 115.68 Rod Mounted Arrow Board RM $ 1.14 $ - Operator Steve Loftin $ 94.48 $ 141.72 F.250 Arrow Truck 00.06 $ 37.19 $ - Operator Randy Matthews $ 94.48 5 141.72 Air Compressor 185 025-045 $ 47.34 $ - Operator Steve Falkenstein $ 94.48 $ 141.72 Air Tools 60 $ 1.77 $ - Operator Nick Shearer $ 94.48 $ 141.72 Drum Roller 1150 $ 32.35 $ - Carpenter Wes Wright $ 77.12 $ 115.68 Cutoff Saw 0-10 $ 4.29 $ Small Tools 045-060 $ 0.36 $ Generator C08-015 5 12.34 5 - 110 High Cycle Vibrator EVHD $ 1.36 5 - Water Truck 20-28 57.26 $ Arc Welding Machine 250-503 $ 15.52 $ SCY Dump Truck 2Ay1 $ 73.10 $ - 314 Excavator 0302QR $ 77.90 $ - 336F Excavator 0351F $238.96 $ - 480 Excavator 3010 $224.98 $ - 415StpLoader 1850F2 $ 63.21 $ - 970FLoader 2370 $215.52 $ - Surcharge 19% 5 82.33 Subtotal $ 748.42 $ 329.16 Subtotal $ - Subtotal 5,955.63 Markup 20% $ 149.68 $ 65.83 Standard Markup Markup 15% T< - Standard Markup Markup 15% 893.34 Total $ 1,040.30 $ 457.53 Total $ - Total $ 6,848.97 ITEM I Amount % Marko, Total Description Of Work&Note, I certify that the I$ - 0% 5 - 5 - costBreakdownforGreutingRipRapwithinBowlineofDown,treamSection changes are accurately Equipment $ - reported for the labor $ 1,497.83 Attached is the cost for the completion of work via force account analysis work Indicated Material/SUBCONTRACTOR $ 6,848.97 along with any additional documents pertaining to the cost of all work Total(Egdp.,Labor,Materials,Subcontractor) $ 8,346.80 Date: 1/6/24 0: Total This Report I$ 8,346.80 0604 1 DAILY RECORD OF EXTRA WORK ��../j one t,r2° l I l r'i . - ,P, ,Try. a Dy ParctiNttratit. wart u..+<ara rime t marectar %Wet Cetbervtteon tr,r$r*$f Ina Carp 1 .Order ha i . r;a1.=... «..,...., ..Ma.. twet..+wwn .rrsp"t7 NO tlt�otE KernOMTM , [YX1�11KM aT a e, ra Total MMTD I ` ___ Moee 1 I O T $T 0 T MrU1 Tie tat MT Orw1}Ow h+.r! CMrAt 1oI N p ;an • LI Z y.2m F-55o _ .__.. day .Jov�.z ► SQ2 n t . VOr -114yL. , i __.- 4tr4..)aeolo S 2.. _a T- os.e, v.. 11 2- LI 2.. 044- Z A$1., , ,G t 9ts __� Jib. ,� !did ‘ day mai Amara s taw Descrlptton of Work&Notes RV/da f p s Certify that Dta dunces ara accurately rebated for tt» E wort i...a' ". 14P lay, "el". V Ste) pea0r# ' ( L.t:, i I'v'lti' by/ 200' hate. 14/07fd siv. .r ra.,ltts•,.r ratter&K.Eaoao y 411 IV 3 -i +.t «c 1'D i�Ll (`L-`t . �° . Data SUPERIOR READY MIX CONCRETE, L.P. INVOICE *�h 1564 W.MISSION RD.*ESCONDIDO,CA 92029 _ PHONE(760)745-0556'FAX (760)740-9557 • WRIGH030 12/20/2024 468964 1 WRIGHT CONSTRUCTION ENGINEER 2625 S. SANTA FE AVENUE SAN MARCOS, CA 92069 TERMS NET 30 DAYS A FINANCE CHARGE WILL BE IMPOSED ON PAST DUE ACCOUNTS.THE FINANCE CHARGE IS COMPUTED BY A PERIODIC RATE OF 1 1/2% PER MONTH,WHICH IS AN ANNUAL PERCENTAGE RATE OF 18%OR A MINIMUM SERVICE CHARGE OF$5.00 WHICHEVER IS GREATER. DATE JOB NUMBER-JOB LOCATION-ADDRE ; UNIT 000044 PARADISE CREEK WATER QUALITY PHASE II 3958 E. PLAZA BLVD. NATIONAL CITY 12/20/24 38.00 CY 6625P 169. 000 497 .72 6919 . 72 6.25 SK 2500 PSI CONCRE 4 .00 LD CFS 30. 000 9.32 129.32 FUEL SURCHARGE 4 .00 LD EE 40. 000 12.40 172 .40 ENVIRONMENTAL/ENERGY SUR 4 .00 LD PWF 200. 000 62 .00 862 . 00 PUBLIC WORKS FEE AB219 TICKET DATE TOTALS: 7502 .00 581.44 8083.44 JOB TOTALS 7502 .00 581.44 8083 .44 TICKETS: 004-491946 004-491956 004-491969 004-491974 Minus $2,694.48 for Rip Rap Grout Between Wingwalls AMOUNT DUE 8 1 : • 4 4 $5,388.96 ., . m,,,,, ,,.. , DhllIDIE— PUMPINGv....6,, • 3/4 Big Rock "l - _ .. • 3/8" Pea Gravel • Footing / Slabs .,,,/l • Copping I �7 • Steps P 2 127 / r (760) 802-3474 610 Carlann Ln • Escondido, Ca. 92027 COD ACCT. CASH DATE /2 '`76 "2'4/ Bill To Li (rIl i, I (''Q`,�' /tvc71-it 0,1 / ..1 Job Address -7.-- 703 G P;'` 2- e` er/ l/di Driver Azei. it.e-liq cti e-( 'Ty 776)/1 Due on Job Started Pour Stopped Pour Yardage Hose Mac Co Mix PSI Pump Size Mix Color Job Descnpbon // JOB INFORMATION Customer must furnish water on the job site and Set Up3,5 c, a place to clean out. In the event of equipment failure,we assume no responsibility for concrete, Yardage . G�' O standby time, labor or any other charges Customer Short Load Is also to provide for and assume responsibility for area or container for clean out and responsible Extra Hose for any grey water capture.All jobs are C 0 D unless prior arrangements have been made Moves TERMS: Net Cash Positively No Discounts All Stand By 7 ,'! accounts due and payable on 10th of month following date of service. Past due accounts subject Washout to 17.8%monthly penalty and all costs of collection. Total Y Q�` including Attorney Fees NOTE:Exceptions&Claims shall be deemed waived unless made to us in writing within 2 days after receipt of services.Company assumes no responsibility for damage inside curb or property line We are not responsible for delays caused by improper scheduling in trucks changes in labor. services,damage to any equipment of materials furnished or which will be furnished are not paid, the property which is being improved and the improvements thereon may be subject to mechanics liens COD CUSTOMERS: Preliminary Notice Charges to be charged to customer if balance not paid on delivery Accepted by: 1, _ ` Signature Print Name -- ALL RETURNED CHECKS WILL BE CHARGED A$20 SERVICE FEE From: JoshJormson josh@ppc-sd.com Subject: Paradise Creek Water Quality.Grouted Rip Raptor access road downstream Dale: December 16,2024 at 1:42 PM To: Jason Marritt jmerritt@wcec.net Co: Richard Talley nchard@ppc-sd.com, LucaZappiello IZappiello@nationalcityca.gov Jason, Please proceed with grouting the rip rap within the center of the downstream section of rip rap to line up with the graded access road. See attached photo with sketch. Please provide pricing for this additional work. Let me know if you have any questions or comments. Thanks, } ' $ • • . ' 1 I' Ott t tr 1+/ +1ti €fir p - ' 7k- 12-: 1-* •,i• C C '41,! • 1 ,.m.ivaStrivi —, . '111111‘' 4 ACIII ...- 4. ii,,,r,,,,,,,,, lir ',on-. - .'ir , Silk qb .4.5.710igisio,lar ift Oil 11114k0 ...V Josh Johnson,PE Vice President/Senior Project Manager Project Professionals Corporation 4700 Spring Street, Suite 100 La Mesa, CA91942 Office: 858.634.8180 Mobile: 619.971.4126 ppc-sd corn