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HomeMy WebLinkAboutSancon Technologies, Inc. - 2022-06-21 RECEIVE BY: • CITY CLERK RECEIPT COPY �a /* c Return DUPLICATE to r( ` City Clerk's Office (Name) J after signing/dating ! C ,(1012-5 (Date) CITY OF HUNTINGTON BEACH N.: INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: /(3/24e/2 SUBJECT: Bond Acceptance I have received the bonds for J t?�'d)L., T(d7/11(7fi:Gy, (Company Naq'ie) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. 1j1/5.3 M TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. �` Other (�l tyf'n1i J 1 iv-1 hilt) F"alc( /r c i Re: Tract No. Approved 4/2/A62? (Council Approval Date) CC No. Agenda Item No. ,2� �SO, MSC No. City Clerk Vault No. 'QA)• SD Other No. SIRE System ID No. 5-8`10% g:/forms/bond transmittal to treasurer in CITY OF HUNTINGTON BEACH o► INTERDEPARTMENTAL COMMUNICATION DATE: 9/28/2023 TO: THOSE LISTED HEREON FROM: Rafael Suarez, Capital Projects Administrator SUBJECT: Retention Release Payment- PO#28692 OJ Supplier#73784 Co.#511 FY 21-22 Sewer Lining, Project#CC-1694 Contractor's Name: Sancon Technologies Address: 5841 Engineer Drive City, State and Zip Code: Huntington Beach, CA, 92649-1127 Phone Number: 714-891-2323 City Business License Number: A257764 Notice of Completion (Date by City Clerk): 9/18/2023 The conformed copy of the Notice of Completion for the above contract has been filed. The thirty-five (35) day waiting period has elapsed or will elapse before payment is made. Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City. I certify that no stop notices are on file. /6 s .� Dat Chau , Director o ublic Works I certify that there are no outstanding invoices on file. att�►Da �, l� e Jay Zacks, Deputy City Treasurer I certify that no stop notices are on file, and that a guaranty bond has been filed with the City Clerk's Office. /9- . Date Robin Estanislau, City Clerk ijAgya i', 104, Attachments 1. Notice of Completion 2. Maintenance Bond 3. Certificate of Compliance with Prevailing Wage Laws 4. Contractor's Certificate 5. Certificate of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 6. Consent for Release letter from the Surety Company Recorded in Official Records, Orange County Hugh Nguyen,Clerk-Recorder • II I I II H II IIIIMI I 1�I II I I I� ft NO FEE * $ R '0. 0 1 4 5 6 1 0 9 4 $ * PLEASE COMPLETE THIS INFORMATION 2023000226778 107 pm 09/18123 90 CRSCO6 N12 1 RECORDING REQUESTED BY: 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 • WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT Attn:Rafael Suarez P.O.Box 190—2000 Main Street Huntington Beach,CA 92648 THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach,owner In fee,2000 Main Street,Huntington Beach,CA 92848,that the contract heretofore awarded to Sancon Technologies,who was the company thereon for doing the following work to-wit: FY 21-22 Sewer Lining,Project#CC-1694 That said work was completed 08/14/2023 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on 08/14/2023,per City Council Resolution No.2003-70 adopted October 6,2003. That upon said contract Old Republic Surety Company,was surety for the bond given by the said company as required by law. This document Is solely for the official"business of the City of Huntington Beach,as conte plated under Government Code Section 27383 and should be recorded free of charge. NyA,�� Director of Public Works or'ity-Engineer/ Date City of'Huntington Beach,California STATE OF CALIFORNIA) County of Orange • )as: City of Huntington Beach I,the undersigned,say:I am an Agent of the City of Huntington Beach,owner in fee,in the foregoing NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents thereof;the same is true of my knowledge. I declare under penalty of perjury that the foregoing Is true and correct,and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded In the Office of the County Recorder of Orange County. This document is solely the official business of 7, /, , the City of Huntington Beach,as contemplated Y 2) • under Government code section 27383 and Director of Public.Works or City Engiriepr Date should be recorded free of charge. City of Huntington Beach,California THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) Bond No.7314453-M MAINTENANCE BOND • KNOW ALL PERSONS BY THESE PRESENTS: That Sancon Technologies,Inc. (contractor's name) 5841 Engineer Drive,Huntington Beach,CA 92649 (contractor's street address,city and state and zip code) as Principal(hereinafter called Contractor),and: Old Republic Surety Company (surety's name) 14728 Pipeline Ave..Suite E.Chino Hills.CA 91709 (surety's street address,city and state and zip code) a corporation organized and existing under the laws of the State of Wisconsin with its principal office in the City of Chino Hills as Surety(hereinafter called Surety),are held firmly bound unto CITY OF HUNTINGTON BEACH as Obligee (hereinafter called Owner), in the amount of nine hundred sixty nine thousand seven*Dollars ($ 969,711.80 ), equivalent to the entire contract amount including all orders, for the payment whereof Contractor and Surety bind themselves, their heirs, executors,administrators,successors,and assigns,jointly and severally,firmly by these presents, *hundred eleven and 80/00 WHEREAS,Surety is a duly admitted surety insurer under the laws of the State of California;and Surety is certified and listed in the U.S.Department of the Treasury Circular 570,and able to provide proof of bonding limitation shown in said circular is sufficient to provide bonds in the amount required by said Contract;and Surety has provided financial strength ratings from reputable companies,such as from A.M.Best, Moody's,Standard &Poor's,to validate that Surety has positive ratings of being secure or stable;and Surety is registered and listed with the California Department of Insurance;and Contractor has by written agreement dated JUNE'11gT202f-entered into a contract with Owner for the CC-1694 FY 21-22 Sewer Lining Project in accordance with drawings and specifications prepared by which contract is by • reference made a part hereof(hereinafter referred to as the Contract);and • The Contract provides that the principal will guarantee, for a period of one year,the work performed as part of the Contract from and against all defects in materials and workmanship;and The Contract also provides that the Contractor shall secure Contractor's obligations during the one-year period with a bond executed by a surety duly admitted in the state of California;and The Contract has been completed,and the Owner, Contractor and Surety agree that the commencement date for this Guarantee and Bond shall be August 14 ,2023, NOW, THEREFORE,THE CONDITION OF THIS OBLIGATION is such that if Contractor shall, for a period of one year from and after the date of completion and acceptance of the Contract by Owner, repair and/or replace any and all defects arising in the Work, whether resulting from defective materials or defective workmanship, then this obligation shall be null and void;otherwise it will remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract,the Surety shall,within thirty (30) days following Owner's written notice of default, either: (a) remedy the default, or (b) shall promptly complete the Contract in accordance with its terms and conditions. Surety shall save the Owner harmless from any claims,judgments, liens or losses arising from the Surety's failure to either remedy the default or to complete the Contract in accordance with its terms and conditions in a timely manner. 15 4584/118138 1 Whenever the Principal shall be,and declared by the Owner to be in default under the Contract,which shall include. without limitation, any breach or default of the Contract, then, after written notice from the Owner to the Surety, as provided for below,the Surety shall either: (a)remedy the default or breach by the Principal;or(b)shall promptly and faithfully take charge of the Work and complete the Work in accordance with the requirements of the Contract with a contractor other than the Principal,at its own expense,and make available as work progresses sufficient funds to pay the cost of completion less the unpaid balance of the Contract including other costs and damages for which the surety may be liable hereunder, provided,however,that the procedure by which the Surety undertakes to discharge its obligations under this Bond shall be subject to the advance written approval of the Owner. Within thirty (30) days after Surety's receipt of a written notice from Owner of the failure of performance of the Contract by the Principal, it shall be the duty of the Surety to give to the Owner a notice, in writing, of the Surety's election to(a)remedy the default(s)of the Principal promptly,or(b)arrange for performance of the Contract promptly by a contractor other than the Principal,time being of essence to this Bond. In said Notice of Election, the Surety shall state the date of commencement of its cure or remedy of the Principal's default(s) or its performance of the Contract. The Surety's obligations for cure or remedy, include but are not limited to: correction of defective work and completion of the Contract, additional legal, design professional and delay costs arising from Surety's actions or failure to act; and liquidated damages (or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance by the Principal). The Surety shall give prompt written notice to the Owner upon completion of the cure or remedy of the Principal's default(s)of its performance of the Contract. If the Surety does issue its Notice of Election and does not proceed to cure or remedy the Principal's default(s)of its performance of the Work within thirty(30) days after receipt of a written notice from Owner,Surety shall be deemed to be in default on this bond,and the Owner shall be entitled to enforce any remedy available to Owner. No right of action shall accrue on this bond to or for the use of any person or corporation other than the owner named herein or the successors of Owner. Signed and sealed this 5th day of September , 20 23 Principal Raised Corporate Seal Sancon Technologies, Inc. [MUST BE AFFIXED] Contractor Name) By: (Seal) • Principal Raised Corporate Seal ethkfigs T ftectuc [MUST BE AFFIXED] p P5Or (Title) Old Republic Surety Company (5�� . By: �� (Seal) • 'landi,Attorney-in-fact APPROVED AS RM B • NOTES: Ichael E. Ga es, City Attorney 1. Acknowledgments must be completed and returned i 1�i as part of the bond. 1.. 0 a. 2. Raised Corporate Seals are mandatory. 3. Please attach Power of Attorney. 15-4584/118138 2 • CALIFORNIA ACKNOWLEDGMENT CIVIL CODE§1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California 1 County of Orange J} on 09/07/2023 before me, Mo Sexton - Notary Public Date Here Insert Name and Title of the Officer personally appeared . Charles Parsons Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing MO SEXTON paragraph is tr - and correct. . Notary Public-California / i '� I' Orange County WITNESS m hand and ici- seal. y i r- Commission#2437910 -r�9. My Comm.Expires Feb 11,2027 Signat e 4Itil.Wi. � Place Notary Seal and/or Stamp Above !MY Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑Corporate Officer—Title(s): 0 Corporate Officer—Title(s): ❑ Partner— 0 Limited 0 General 0 Partner— 0 Limited ❑ General ❑ Individual 0 Attorney in Fact 0 Individual 0 Attorney in Fact ❑ Trustee 0 Guardian or Conservator 0 Trustee 0 Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ©2019 National Notary Association • ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of San Bernardino } On S U73 before me, Tina Downey, Notary Public;57.10,447 (Here insert name and the of the officer) personally appeared Scott Salandi who proved to me on the basis of satisfactory evidence to be the personNi whose names { are subscribed to the within instrument and acknowledged to me that 4 he/they executed the same in elp, er/their authorized capacityteg, and that by 013, er/their signatures on the instrument the persontsl or the entity upon behalf of w ich the personkacted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. • SSE��00•yf TINA DOWNEY WITNESS my hand and official seal. tom Notary Public•California Z - San Bernareino County • Commission;2383319 My Comm.Expires Nov 21.2025 k)311-12-lir N ublic Signature (Notary Public Seal) ♦ ♦ ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed,should be completed and attached to the document.Admolwedgents from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. (Tide or description of attached document) • State and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment • Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her Number of Pages Document Date commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. be/she/theyr is/are)or circling the correct forms.Failure to correctly indicate this Cl Individual(s) information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. s • Signature of the notary public must match the signature on file with the office of ❑ Partner(s) the county clerk. El Attorney-in-Fact . Additional information is not required but could help to ensure this • ❑ Trustee(s) acknowledgment is net misused or attached to a different document Other • Indicate'title or type of attached document,number of pages and date. ❑ Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(Le.CEO,CFO,Secretary). 2015 Version www.NotaryClasses.com 800-873-9865 • Securely attach this document to the signed document with a staple. **** * * OLD REPUBLIC SURETY COMPANY ***** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint: Scott Salandi,David Jacobson of Irvine, CA its true and lawful Attomey(s)-in-Fact,with full power and authority for and on behalf of the company as surety,to execute and deliver and affix the seal of the company thereto (if a seal is required),bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys-in-Fact,pursuant to these presents,are ratified and confirmed. This appointment is made under and by authority of the board of directors at a special meeting held on February 18,1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982. RESOLVED that,the president, any vice-president or assistant vice president, in conjunction with the.secretary or any assistant secretary, may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds;and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary;or (ii) when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attorney-in-fact or agent;or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company;and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 16th day of March 2022 OLD REPUBLIC SURETY COMPANY ca�wc& O =o SEAL i _ Assi..ant Secrete. President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of March 2022 ,personally came before me, Alan Pavlic and Karen J Haffner to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly sworn,did severally depose and say:that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. Notary Public W. My Commission Expires: September 28.2022 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument) I,the undersigned; assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force. 74 0043 5i SEAL 1= Signed and sealed at the City of Brookfield,WI this 4-4-- day of —' r! „niuna,o ORSC 22262(3-06) Assis:..at Secrete Patriot Risk&Ins Services LLC Certification of Compliance with Prevailing Wage Laws To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Prevailing Wage Laws Contract: CC-1694 Project: FY 2021/22 SEWER LINING PROJECT The undersigned contractor on the above-referenced project("Project")hereby certifies that all laborers, mechanics, apprentices,trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract for the Project have been paid pursuant to the minimum wage and bona fide fringe benefit requirements specified for each particular classification of work, as set forth in the wage-rate determinations of the State of California, Department of Industrial Relations, and/or the United States Department of Labor. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this 14TH day of AUGUST ,20 23 , at HWnNGTONBEAC California. (Contractor Name) Sancon Technologies, Inc. APPROVED O FO By: Mi ael E. Gates y Attorney 1 CONTRACTOR'S CERTIFICATE I, CHARLES PARSONS , state and certify that: (Name of Declarant) 1. SANCON TECHNOLOGIES, INC. is the general contractor to the City of Huntington Beach("City")on Contract No. CC-1694 (the"Contract") for the construction of the public work of improvement entitled: FY 2021/22 SEWER LINING PROJECT (the"Project"). 2. All work to be performed pursuant to the Contract has been completed in accordance with the Contract Documents (as such term is defined in the Contract). 3. Except for the claims listed below and the disputed claims listed in paragraph five (5), all persons supplying labor, services, materials and equipment to the Project, including all claims against the contractor arising from the performance of the Contract, have been paiidtand sa isfied(list unpaid debts and claims; if none, write"NONE"): 4. Attached hereto are the lien waivers required by the Contract Documents,which lien waivers have been executed by all persons who performed work on or supplied labor, services,materials,and/or equipment for use at the Project. 5. Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California(list all disputed claims; if none,write "NONE"). NONE I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at HUNTINGTON BEACH, CA on this 14TH day of AUGUST , 20 23 . C)...1•-• (Signature of Declarant) APPROVED ASORM .‘ee , Michae . Gates City • ttorney 1 , a Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Contract: CC-1694 Project: FY 2021/22 SEWER LINING The undersigned contractor on the above-referenced project("Project") hereby certifies that it has complied with title VII of the Civil Rights Act, the Equal Opportunity Act of 1972 and Executive Order 11246, and has not discriminated against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, national origin, age or disability. The undersigned contractor also certifies that it has not maintained any segregated facilities at its establishments on the basis of race, color, religion, sex, sexual orientation, gender identity, national origin, age or disability(with the exception of access for the disabled). I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this 14TH day of AUGUST , 2023 , at HUNTING-ION BEAM California. eta (Contractor Name) Sancon Technologies, Inc. APPROVED : " F By: Mic►.el E. Gates Ci 4. Attorney 1 ( rc° TECHNOLOGIES, INC. (714)891-2323 uC#774055 FAX(714)891-2524 September 28, 2023 Rafael Suarez—Public Works Utilities Division City of Huntington Beach 2000 Main St Huntington Beach,CA 92648 RE: CC1694 FY 2021/22 Sewer Lining Project Dear Rafael, Attached herewith is the Consent of Surety to Final Payment for the above-referenced project. Should you have any questions regarding this matter, please feel free to contact our office. Respectfully, Sancon Technologies, Inc. Monique Sexton, Office Manager 5841 Engineer Drive, Huntington Beach, CA 92649 Sancon.com RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) %, CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION ko • TO: City Treasurer FROM: City Clerk DATE: 424v/Z3 SUBJECT: Bond Acceptance I have received the bonds for Tt if7fl/ 2,ire (Company N e) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. JJ AA Warranty or Maintenance Bond No. �3/y''753—A4 TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. (Q Other Coke€d T (�G 7) fiy r yr,,Li Wz//22 Re: Tract No. Approved (Council Approval Date) CC No. Agendatt No. .202—SOS MSC No. City Clerk Vault No. 6060•cSU Other No. SIRE System ID No. 53109/c33 g:/forms/bond transmittal to treasurer Recorded in Official Records, Orange County Hugh Nguyen, Clerk-Recorder II R II.NO FEE * $ R 0 0 1 4 5 6 1 0 9 4 $ * PLEASE COMPLETE THIS INFORMATION 2023000226778 1:07 pm 09118123. 90 CR-SCO6 N12 1 RECORDING REQUESTED BY: 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH • PUBLIC WORKS DEPARTMENT • Attn:Rafael Suarez P.O.Box 190—2000 Main Street • Huntington Beach,CA 92648 THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach,owner in fee,2000 Main Street,Huntington Beach,CA 92848,that the contract heretofore awarded to Sancon Technologies,who was the company thereon for doing the following work to-wit: • FY 21-22 Sewer Lining,Project#CC-1694 That said work was completed 08/14/2023 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on 08/14/2023,per City Council Resolution No.2003-70 adopted October 6,2003. • That upon said contract Old Republic Surety Company,was surety for the bond given by the said company as required by law. This document is solely for the official business of the City of Huntington Beach,as conte plated under Government Code Section 27383 and should be recorded free of charge. Director of Public Works or Gity-Engineer/ 'D'ate City of Huntington Beach,California STATE OF CALIFORNIA) • County of Orange • )ss: City of Huntington Beach • I,the undersigned,say:I am an Agent of the City of Huntington Beach,owner in fee,in the foregoing NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents thereof;the same is true of my knowledge. I declare under penalty of perjury that the foregoing Is true and correct,and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Orange County. This document is solely the official business of � • ,r. 1/9/2-) the City of Huntington Beach,as contemplated `—'� • under Government code section 27383 and Director of Public Works or City Engineer " Date should be recorded free of charge. City of Huntington Beach,California THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) RECEIVED BY: CITY CLERK RECEIPT COPY ' Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: SUBJECT: Bond Acceptance I have received the bonds for T (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. 3 , Payment Bond (Labor and Materials) Bond No. 3 3 t,�S3 Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No. Approved h �. (Council Approval Date) CC No. �LO �/ Agenda Item No. � .S�g MSC No. City Clerk Vault No. (Ova. S() Other No. SIRE System ID No. g:/forms/bond transmittal to treasurer CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND Sancon Technologies,Inc. FOR CC-1694 FY 21-22 Sewer Lining THIS AGREEMENT("Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and Sancon Technologies,Inc. , a California corporation,hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as FY 21-22 Sewer Lining in the City of Huntington Beach; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged the parties covenant and agree as follows: 1. STATEMENT OF WORK, ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the 1 16-5195/City Funded Construction Contract.docx—revised 04/2016 prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal. 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS CONTRACTOR acknowledges that it is fully familiar with all the terms,conditions and obligations of this Agreement and the Contract Documents(as defined below in this Section), has inspected the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its thorough investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Department of Public Works of CITY, and any revisions, amendments or addenda thereto; 2 16-5195/City Funded Construction Contract.docx—revised 04/2016 D. The edition of Standard Specifications for Public Works Construction, published by Builders'News,Inc., 10801 National Boulevard,Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee as specified in the particular Plans, Specifications, Special Provisions and Addendum applicable to the Project; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal,(which is attached hereto as Exhibit"A" and incorporated herein by this reference); F. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Director of Public Works of CITY or his or her written designee (hereinafter referred to as "DPW"), and CONTRACTOR shall not attempt to resolve or adjust the discrepancy without the decision of DPW, save only at its own risk and expense. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of the bid or proposal which is in conflict herewith. 3 16-5195/City Funded Construction Contract.docx—revised 04/2016 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Nine Hundred Sixty-Nine Thousand Seven Hundred Eleven and 80/100 Dollars ($ 969,711.80 ), as set forth in the Contract Documents, to be paid as provided in this Agreement. 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten(10)working days after the Notice To Proceed is issued and diligently prosecute the PROJECT to completion within Eighty ( 80 )consecutive Working days from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, 4 16-5195/City Funded Construction Contract.docx—revised 04/2016 subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6. CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DPW. When directed to change the work, CONTRACTOR shall submit immediately to DPW a written cost proposal reflecting the effect of the change. Should DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason,relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 5 16-5195/City Funded Construction Contract.docx—revised 04/2016 8. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work,and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is,and shall be,acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll 6 16-5195/City Funded Construction Contract.docx—revised 04/2016 deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder. 11. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Five Hundred ($ 500.00 ) per each calendar day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay these damages herein provided,and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay(unless DPW shall grant a further period of time),notify DPW in writing of the cause of the 7 16-5195/City Funded Construction Contract.docx—revised 04/2016 delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed,but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15)days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or delays by other contractors or subcontractors will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DEMANDS FOR ADDITIONAL TIME OR MONEY. A. Definitions. (1) "Change Order" means a document signed by the CONTRACTOR and CITY which authorizes an addition, deletion or revision in the work, or an adjustment in the Compensation under Section 3, or the Completion Time specified at Section 4. (2) "Demand" means a written demand for a Change Order by the CONTRACTOR for any of the following: (a) A time extension; 8 16-5195/City Funded Construction Contract.docx—revised 04/2016 (b) Payment of money or damages arising from work done by,or on behalf of, the CONTRACTOR pursuant to this Agreement and payment of which is not expressly permitted pursuant to Section 3 of this Agreement; (c) Payment of an amount the CITY disputes; (d) Any disputes and other matters relating to the acceptability of the work performed or the interpretation of the Contract Documents; (e) A request for a time extension or additional payment based upon differing site conditions, such as subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents, or unknown physical conditions at the job site,of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the PROJECT; or (f) A request for a time extension or additional payment based upon acts of neglect by CITY or due to fires,floods, labor disputes,epidemics,abnormal weather conditions or acts of God. B. A Demand for a time extension or payment of money or damages may only be granted by a Change Order. C. No Change Order may be granted except where the Contractor has submitted a Demand to the DPW(or his or her written designee). All Demands shall be submitted promptly, but in no event later than thirty(30)days after the occurrence of the event giving rise to the Demand. The Demand shall be in writing and include all documents necessary to substantiate the Demand. The DPW shall act on the Demand within fifteen (15) days after receipt, including by requesting additional information from the CONTRACTOR to determine whether to approve the Change Order the Demand seeks. The DPW shall act on the Demand within fifteen(15) days 9 16-5195/City Funded Construction Contract.docx—revised 04/2016 after receipt of the additional information or within a period of time no greater than the time the CONTRACTOR took to produce the additional information requested,whichever is greater. D. Notwithstanding the thirty (30) days to submit a Demand under Subparagraph C, in the case of differing or unknown site conditions, immediately upon encountering the conditions, CONTRACTOR shall notify the DPW in writing of the conditions, so that the CITY may promptly investigate the conditions. E. If the CONTRACTOR disputes the DPW's written response on the Demand, or the CITY fails to respond within the time prescribed, the CONTRACTOR may so notify the City Engineer, in writing,either within fifteen(15)days of receipt of the City Engineer's response or within fifteen (15) days of the DPW's failure to respond within the time prescribed, respectively,and request an informal conference to meet and confer for settlement of the Demand. Upon the CONTRACTOR's request,the DPW shall schedule a meet and confer conference within thirty (30)days to seek to resolve. F. CITY and CONTRACTOR shall execute appropriate Change Orders covering changes to the time or price by executing the Change Order by mutual agreement. If the CITY and CONTRACTOR are unable to reach a mutual agreement, then the City Engineer shall issue a written decision on the claim within a reasonable time. G. Following the meet and confer conference, if the Demand remains in dispute,the CONTRACTOR may file a claim with the City as provided in Chapter 1 (commencing with Section 900)and Chapter 2(commencing with Section 910)of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the CONTRACTOR submits his 10 16-5195/City Funded Construction Contract.docx—revised 04/2016 or her Demand until the Demand is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule,the bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion,DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant. 14. PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, five percent (5%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work,will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent(50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such 11 16-5195/City Funded Construction Contract.docx—revised 04/2016 sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT,as determined in its sole discretion by DPW, less all previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR,if unencumbered,or any part thereof unencumbered,shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Provided,however,that in the event of a dispute between CITY and CONTRACTOR,CITY may withhold from the final payment an amount not to exceed 150 percent of the value of any disputed amount of work. Payments shall be made on demands drawn in the manner required by law,each payment to be accompanied by a certificate signed by DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as an acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR,who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items,if any,to be set forth in CONTRACTOR's affidavit covering disputed claims, 12 16-5195/City Funded Construction Contract.docx—revised 04/2016 or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. A. The CITY has ascertained from the Director of Industrial Relations of the State of California the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to execute this Agreement,and the same has been set forth by resolution on file in the office of the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed on this public works Agreement, as required by California Labor Code Sections 1771 and 1774. In accordance with the provisions of Section 3700 of the California Labor Code, CONTRACTOR agrees to secure payment of compensation to every employee. B. Pursuant to this Agreement and in accordance with Section 1774 and 1775 of the California Labor Code, CONTRACTOR shall, as penalty to CITY,forfeit twenty-five dollars ($25) for each calendar day or portion thereof for each worker paid(either by CONTRACTOR or any of its subcontractors) less than the prevailing wage rate established for that particular craft or type of work. 18. CALIFORNIA PREVAILING WAGE LAW A. The CITY has ascertained from the Director of Industrial Relations of the State of California the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to execute this Agreement, and the same has been set forth by 13 16-5195/City Funded Construction Contract.docx—revised 04/2016 resolution on file in the office of the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed on this public works Agreement, as required by California Labor Code Sections 1771 and 1774. In accordance with the provisions of Section 3700 of the California Labor Code, CONTRACTOR agrees to secure payment of compensation to every employee. B. Pursuant to this Agreement and in accordance with Section 1774 and 1775 of the California Labor Code, CONTRACTOR shall, as penalty to CITY, forfeit twenty-five dollars ($25) for each calendar day or portion thereof for each worker paid (either by CONTRACTOR or any of its subcontractors) less than the prevailing wage rate established for that particular craft or type of work. 19. CALIFORNIA EIGHT-HOUR LAW A. California Labor Code,Sections 1810 et seq,shall apply to the performance of this Agreement;thereunder, not more than eight(8) hours shall constitute one day's work and CONTRACTOR and each subcontractor employed by its hereunder, shall not require more than eight(8)hours of labor per day or forty(40)hours per week from any one person employed by it hereunder, except as stipulated in California Labor Code Section 1815. CONTRACTOR and each subcontractor employed by it hereunder shall, in accordance with California Labor Code Section 1812, keep an accurate record, open to inspection at all reasonable hours, showing the name and actual hours worked each calendar day and each calendar week by each worker employed in connection with the PROJECT. B. Pursuant to this Agreement and in accordance with California Labor Code Section 1813, CONTRACTOR shall, as a penalty to CITY, forfeit twenty-five dollars ($25) for each worker employed hereunder by CONTRACTOR or any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one 14 16-5195/City Funded Construction Contract.docx—revised 04/2016 (1)calendar day or forty(40)hours in any one(1) calendar week in violation of California Labor Code Section 1815. 20. PAYMENT OF TRAVEL AND SUBSISTENCE ALLOWANCE Section 1773.8 of the California Labor Code, regarding the payment of travel and subsistence allowance is applicable to this PROJECT. 21. EMPLOYMENT OF APPRENTICES Section 1777.5 of the California Labor Code, regarding the employment of apprentices is applicable to this PROJECT. 22. PAYROLL RECORDS CONTRACTOR agrees to keep accurate payroll record showing the name, address, social security number,work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice or worker employed by it in connection with the PROJECT and agrees to require each of its subcontractors to do the same. CONTRACTOR further agrees that its payroll records and those of its subcontractors, if any, shall be available at all reasonable times to the CITY, and the employee or his representative,and the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards,and to comply with all of the provisions of California Labor Code Section 1776, in general. 23. INDEMNIFICATION DEFENSE,HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all claims, damages, losses, expenses,judgments, demands, defense costs, and consequential damage or liability of any kind or nature,however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, 15 16-5195/City Funded Construction Contract.docx—revised 04/2016 arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable,including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY, its officers, elected or appointed officials, employees, agents, and volunteers. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 24. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 16 16-5195/City Funded Construction Contract.docx—revised 04/2016 25. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend,hold harmless and indemnify CITY,CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit,the aggregate limit must be no less than One Million Dollars($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees,agents,and volunteers(the"Additionally Insured Parties")as Additional Insureds,and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary and non-contributory with any other valid and collectible insurance or self-insurance available to the Additionally Insured Parties. Any available insurance proceeds in excess of the minimum coverage amount specified herein shall be available to the Additionally Insured Parties. All coverage available to CONTRACTOR shall also be available to the Additionally Insured Parties. Under no circumstances shall said above-mentioned insurance contain a self-insured retention without the express written consent of CITY; however an insurance policy "deductible" of Five Thousand Dollars ($5,000.00) is permitted. CONTRACTOR shall be responsible for causing all Subcontractors to maintain the same types and limits of insurance coverage as that required of CONTRACTOR by this Agreement. 17 16-5195/City Funded Construction Contract.docx—revised 04/2016 26. CERTIFICATES OF INSURANCE;ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement;the certificates shall: 1. Provide the name and policy number of each carrier and policy; 2. State that the policy is currently in force; and 3. Promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner,the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 27. NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten(10)days of receipt of such claim or claims. 18 16-5195/City Funded Construction Contract.docx—revised 04/2016 28. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten(10)days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have,terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR,CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 29 and any damages shall be assessed as set forth in Section 29. 29. TERMINATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause,and whether or not PROJECT is fully complete upon seven(7)calendar days written notice to CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period less all such payments already made. In case of such termination for convenience,the CONTRACTOR shall be entitled to receive payment for work executed, and costs incurred by reason of such termination. In no event shall CONTRACTOR be entitled to recover overhead, profit or CONTRACTOR's fee on work not performed. Such payment by CITY shall be CONTRACTOR's 19 16-5195/City Funded Construction Contract.docx—revised 04/2016 sole and exclusive remedy for termination by CITY for its convenience and CITY shall have no further obligation to CONTRACTOR. 30. DISPOSITION OF PLANS ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 31. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement,or any part hereof,or any right or duty created herein,without the prior written consent of CITY and the surety. 32. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code. 33. STOP NOTICES• RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100)for every Stop Notice filed in excess of two(2),regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 20 16-5195/City Funded Construction Contract.docx—revised 04/2016 34. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section I hereinabove) or to CITY as the situation shall warrant,or by enclosing the same in a sealed envelope,postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices,certificates or other communications will be sent by notifying the other party via personal delivery,reputable overnight carrier or U. S. certified mail-return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach Sancon Technologies,Inc. ATTN:Keegan Olds , Public Works ATTN: Chuck Parsons 2000 Main Street 5941 En ineer Drive Huntington Beach, CA 92648 Huntington Beach, CA 92649 35. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions,and do not interpret,define,limit or describe,or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 21 16-5195/City Funded Construction Contract.docx—revised 04/2016 36. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of United States Code Section 1324a regarding employment verification. 37. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 38. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non-prevailing party. 39. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the 22 16-5195/City Funded Construction Contract.docx—revised 04/2016 context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 40. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 41. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 42. CONSENT Where CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 43. SURVIVAL Terms and conditions of this Agreement,which by their sense and context survive the expiration or termination of this Agreement shall so survive. 44. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 23 16-5195/City Funded Construction Contract.docx—revised 04/2016 45. SIGNATORIES Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. 46. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation,and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements,promises,agreements or warranties,oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement,promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. 24 16-5195/City Funded Construction Contract.docx—revised 04/2016 IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by and through their authorized officers on_� t20 22 CONT TOR: CVY OF HUNTINGTON BEACH,a municipal 1.1; c ration f the State f Calif mia By: "I—CL Charles Parsons Mayg� (print name) C� ITS: Chairman resident Vice-President City Clerk (circle one) INITIA D AND A ROVED: D By: (2 Director u lic Works Gary Dr w (print name) RE WE D APP VED: ITS ecreta Chief Financial Officer / Asst. Secretary Treasurer (circle one) it ger APPROVED T City Attorney 25 16-5195/City Funded Construction Contract.docx—revised 04/2016 SECTION C PROPOSAL for the construction of FY 2021/22 SEWER LINING PROJECT CC No. 1694 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Electronic Bids, the undersigned hereby proposes and agrees to perform all the work therein described,and to furnish all labor,material, equipment and incident insurance necessary therefor,in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach,and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days,starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award,BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses,taxes,royalties, fees, etc.,and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded,the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. c_1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may,at the AGENCY'S option,be considered null and void. Accompanying this proposal of bid,find VO 13� in the amount of l40,maw which said amount is not less than 10%of the aggregate of the total bid price, as required by the Notice Inviting Electronic Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check",or"Bidder's Bond forl0% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here,if any: Addenda No. Date Received Bidder's Signature N C-2 SECTION C PROJECT BID SCHEDULE A FY 21/22 SEWER LINING PROJECT CC1694 BID ITEMS Item D�scriptiion �uanhty iTrut, Ljnit.Cost' Total Gost No, ' , (Extension) �' 1 Mobilization and Demobilization 1 LS $1 i 60'0 $ 2 NOT USED 3 Construction Traffic Control 1 LS $ S t0 $ S 000 4 Cleaning and closed Circuit Television Inspection of 8-inch 2� 5 sewer main per specifications section 500-3.3 and 500-3.4 25,576 LF $ 1 $ 5 Cleaning and Closed Circuit Television Inspection of 12-inch sewer main per specifications section 500-3.3 and 500-3.4 11 LF $ 1 $ j Install Liner within 8-inch Sewer Main and Post Video 6Inspection of 8-Inch sewer main, 25,576 LF $ v. $ �3"!. • Install Liner within 12-inch sewer main and Post Video $ 3 $ Inspection of 12"sewer main 11 LF 8 Grind and Re-open Sewer Service Lateral 684 EA $ 60 $ 3�,Z00 9 Manhole Rehabilitation(Depth 8-feet') 115 EA $, $ 5,490 Install Manhole Liner on Manholes Previously Adjusted to 10 Grade(2-4-inch Lining) 25 EA $ 300 $ 4,500 Calcium or Root Removal in 8-inch Sewer Main,Heavy 11 Cleaning,Restoration of the Pipeline to 95%of Original ��Z�f Diameter. 19,182 LF $ $ Calcium or root removal in 12-inch sewer main,Heavy 12 Cleaning,restoration of the pipeline to 95%of original diameter. 11 LF $ $ N�j. TOTAL BID AMOUNT(BASIS OF AWARD)—SCHEDULE A $ 0) +� TOTAL BID AMOUNT IN WORDS: tJ►Nr �vNDV'eb Sfx1Y- 1�rNa� THods� Stym) 64/t . !b0 Lli� 47L.11b E-C H ff C&A/TS Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater,and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Item(s) Subcontractor License Registration i# Amount Contract Number By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2, That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on(dkk,at ywtvjowg 9FA& , CA Date City State V,K tpMA , being first duly sworn, deposes and says that he or she is of Trr ouA1cs �IwG the party making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true;and,further,that the bidder has not,directly or indirectly, submitted his or her bid price or any breakdown thereof,or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation,partnership, company association, organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder 0-1"Q--, Signature of Bidder '5301 &AVIfL I CIVE Ncla'tw�(n 7an� i"acr? Address of Bidder 019 gZ(,yq CA UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2021122 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term"Qualified Person" is defined in Title 8, California Administrative Code, Section 2700,as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. &W-wj _rw"Wellbs 441 Contractor By qE5ti0EN( t &aR&�?S Title Date: t04(ut"t— C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162,the Bidder shall complete,under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified,removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑Yes ;krNo If the answer is yes,explain the circumstances in the space provided. A, Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code,each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. A6k 3 �EGt�NOL11Gtf�S �h►G Contractor ag`�% By `��y.�s�aEi�cr (.Naas �He6c�S Title Date: �( Ia�ZOZL c-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: SwC tft6N0LV41US - /J L Bidder Name K&UI 011V66 1¢aU� - Business Address � n� az6#q � ��7 t 0 , City, State Zip (?«{ ) $41-2623 9ijb6 Z 9.4rJ(0irJ-CoM Telephone Number Email Address g Ovc C 81 State Contractor's License No. and Class Original Date Issued 121 j?.vZt Expiration Date The work site and video CCTV footage of existing sewer lines were inspected by of our office on 3yd6 2 ,202 Z.ioKII T folio ing are pers � , firms,and corporations having a principal interest in this proposal: �trac�c g�1"Fw�yNS The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. �ANW+N ye-OAVIDetl6S , AV` Company Nam Signature of^^Bidder c; ava iK Printed or Typed Signature C-s NOTARY CERTIFICATE Subscribed and sworn to before me this eday of � )�i Cif. ,202 z. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfiilness,accuracy,or validity of that document. State of N4t m i ) County of ,, `,' A On J�111St. � ' 2C�n before me, k£'(1 UV iIIIAMS Month,Day,and Year I sert Name and Title of Notary personally appeared C hUck_ f)e4rSOnS Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the personN whose name() is/aye subscribed to the within instrument and acknowledged to ire that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(q)on the instrument the person(s),or the entity upon behalf of which the person(s�)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. KELLWITNESS my hand and official seal. Notary Pu llc lCaM5 *my Notary Public•Cailtornle OrangeCounty Commission 0 2354100 Comm.Expires Or 10,2025 ------Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of way, calcium cleaning and root removal from sanitary sewer systems and manhole lining and rehabilitation within public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: l. C�rll of RU�MO(47W S VA-" UM i►Mtw t'�#Tr �VP"j lti1J 1$*W, to q24 Name and Address of Public Agency r Name and Telephone No. of Project Manager: �G"8'7"V, L►,�' l�q) S16 r Sy3j Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C!PP 1 ' . f 11.1 k 21,q F` Awb &6H4ff (114) MOW ko W S G+LGr r� 94MOtU!'L 2. Ciff nF Ntw'n f� W MO.) 'awnrJ4g4, g&YA 4A 9uql Name and Address of Public Agency Name and Telephone No. of Project Manager: Nr� 8 ; 9I5 CIee ¢A40 J?,smg Iz/Zozo Contract Amount Type of Work Date Completed Provide additional project description to show similar wor C! ' 8' 4 /S" k 2s,gyg ` �,�►, rab ,�m�+a y� COWV 4 3. '6?-94 WDA VA M4�i bI,llg4 i T q, e. mimw ,4 ��i I xo l' . `P! 12 n/ Name and Adch-ess of Public Agency Name and Telephone No. of Project Manager: SC*NN M1 AveizqC4 4 2 f, Hob C►PP 9 Mil X-Fmr s/2o2) Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 'IPP 9", wit t l2" , N3- ' AfJD "OltK (?-S) NtOFNKO�"s� 44GUtw-t �-Grtcarq t,. C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager,and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. (V\AQK ir:r.3c-e-. Name of proposed Project Manager Telephone No. of proposed Project Manager: -7ILl% '2323 %6 ,gT-rAe#a vane Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed 2. J 4�tJ Mt T2N F;;� Name of proposed Superintendent Telephone No. of proposed Superintendent: 1 r l 114 s)( q b5q St-E J}rrpqcN-t-l� Q-Mme Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amotunt Type of Work Date Completed Project Name& Contract Amount Type of Work Date Completed C-11 SANCON TECHNOLOGIES, INC MARK WEBER, PMP—PROJECT MANAGER EDUCATION: B.A. POLITICAL SCIENCE, UNIVERISTY OF CALIFORNIA, LOS ANGELES EXPERIENCE: Mark has worked in Project Management for the past 9 years and received his PMP certification in 2017. He has been a Project Manager for Sancon since 2018 and has managed both Manhole and Pipeline Rehabilitation projects such as: Regional Treatment Plant—Moulton Niguel Water District CIPP 21", 33"and 36"x 1,100'; Coat(1) New Diversion Structure and (1) New Manhole Original Project Value: $1,654,536 Project Contact: David Spitz 714-465-0255 CC-1619 FY 20/21 Sewer Lining—City of Huntington Beach CIPP Lining of 8"and 12"sewer mains totaling approximately 21,980'and rehabilitating (114) Manholes with Sancon 100 polyurethane Project Value: $857,915 Project Contact: Keegan Olds (714) 536-5431 CC-1599 FY 19/20 Sewer Lining—City of Huntington Beach CIPP Lining of 8"and 15"sewer mains totaling approximately 25,945'and rehabilitating (106) Manholes with Sancon 100 polyurethane Project Value: $857,915 Project Contact: John Martin (714) 536-5431 Anaheim St Trunk Sewer Rehabilitation— Los Angeles County Sanitation District CIPP 30"x 1,300' Project Value: $462,100 Project Contact: Julio Fernandez— 951-833-2210 Rehabilitation of Clarifier No. 2—Inland Empire Utilities Agency Rehabilitation of a 120'diameter secondary clarifier including concrete rehabilitation and equipment replacement Original Project Value: $661,600 Project Contact: Matt Poekse—909-573-6188 Easy and Royal Street Trunk Sewer Rehabilitation Projects—City of Simi Valley Installation of 10", 12"1 20", 36"and 39"CIPP (Totaling approx. 3,700') Project Value: $455,613 Project Contact: Steve Radaich (Charles King Company)—562-426-2974 Rose Canyon and Barnett Structures Rehabilitation—City of San Diego Rehabilitation of(2) Structures over 102"live flow sewers Project Value: $280,000 Project Contact: Khader Safi (PAL Engineering)—858-752-4901 SPECIAL TRAINING/CONTINUING EDUCATION AND CERTIFICATIONS: • OSHA 30 Hour Certified, Confined Space Training • NASSCO—MACP • NASSCO—PACP • NASSCO - LACP • BMP's Superintendent Professional Experience Resume John Mitzner Sancon Technologies,Inc. 5841 Engineer Dr. Huntington Beach, CA 92649 Mr. Mitzner has been employed by Sancon since 2005. He has had increasing responsibilities since his hire date and has been a job Superintendent on countless pipe lining projects. A few projects that Mr. Mitzner has been Superintendent on are as follows: Balboa Trunk Sewer Rehabilitation Project Orange Comity Sanitation District 12,000' of 15"—24" Sancon CIPP Back Bay Sewer Relining Project Orange County Sanitation District 3,000 Feet of 24"Sancon CIPP FY 2019/20 Sewer Lining Project City of Huntington Beach 25,945' of 8"and 15" Sancon CIPP Annual Sewer Rehabilitation Project,CIP 18701 City of San Juan Capistrano 9,090' of 6", 8"and 18"Sancon CIPP Collection Carpinteria System Rehabilitation Carpinteria Sanitary District 9,000' of 6"-12"Sancon CIPP La Mirada Trunk Sewer La County Sanitation Districts 325 Feet of 24"Sancon CIPP 725 Feet of 18"Sancon CIPP Downtown Sewer Rehabilitation Project City of Huntington Beach 30,000+LF of pipe lining including Fold&Form PVC+CIPP Liners Mr. Mitzner is our Superintendent for all of our CIPP and Manhole Rehabilitation projects.He oversees the crew members as well as the successful execution of Sancon's most complex prof ects. CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations(DIR.). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicW orks/SB 854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call(844)522-6734 https://efiling.dir.ca.gov/PWCR/ActionServlet?action--displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. S --�CdIfs r Contractor ax By JzIflS"Z 1QAn1c0fJ.coal Email 1-�Vs►MN'r� CftGK ?Agar S Title Date: 000/2a PWC Registration#: 106000a t" C-12 CONTRACTOR'S SWORN STATEMENT AND WARRANTY REGARDING CONT'INUYN'G INSURANCE OBLIGATIONS FROW Sancon Technologies, Inc. pRojEcra CC-1694 FY 21-22 Sewer Lining (ContracWr Name) 5841 Engineer Drive (Street Address) Huntington Beach, CA 92649 (City,State and Zip) TO. CYTY of HUNT71 GTON BEACH DECLARATION Attached heretrr Is a true and correct copy of the current Certificate of insurance and Additional Insured Endorsement CG 2010 1185, which Certiicate complies with the insurance requirements of the Contract by and between the City of fiunbngton Beach("Gty)and the above-named Contractor('Contractor')for the above-described projsct("Project'). I declare under penalty of perjury under the laws of the State of California that the above statement Is true and correct Signedon July 8 n222at Huntington Beach, CA (City,State) `3 (Signature of In ideal Who Is Matdng Declaration) WARRANTY Contractof hereby warrants and agrees to maintain Products and Completed QperattonS Insurance In compliance with the lasurance requirements of the Contract for the Project. Said Insurance shall be maintained through and untH the a tpiratton of all Wawar4les provided by Contractor, Said insurance shall contain Additional Insured Endorsement CG 2010 U85,naming City as an additional Insured, Contractor shall supply to City,on at least an annual basis,a Certificate of Insurance ancf the aforementioned Endorsement evidencing continued coverage which meets the Contract requirements. signed on July 8 .7.C2.g at Huntington Beach,CA (hate) (City+State) CONTRACIFOR: me. Sancon Technologies,Inc. By Name C:har� r n Title; Presi ent �rrats 1 0 W O m n * C un 00 D ! z � � � z ;p � > —4 Z � � zz z rm :10 = 0 O7 m = M m C t^ 0 D r- M M i- 3 n Q zz c`—' D Ln D ,m z > z O rp Z Z (A 71 z O- -n y M m mD C m m '0 m A t LO O z z �+ T z Cfl D D cn m r � m = , < f D fir• 0 0 ,� o oz M N T -n O 0 m m m 2 � m m M "0 x M O z O p 0 * m _r D = D O 0 n m ~' C el N LA W rr 0 Ul M Ln o V o o v r_ � T ,,, o P � co m m Executed in Duplicate PERFORMANCE BOND Bond No. 7314453 KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS,City of Huntington Beach(hereafter referred to as"City") has, by written agreement dated 20 ,entered into a contract with Sancon Technologies,Inc.,5841 Engineer Drive,Huntington Beach,CA 92649 (name and address of Contractor) (hereinafter referred to as"Principal"),for performance of the work described as follows: CC-1694 FY21-22 Sewer Lining (Project Title) WHEREAS, said contract, and all documents referenced therein (hereinafter collectively "Contract"), are incorporated herein by this reference made a part hereof as though set forth herein in full; and Said Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full and faithful performance of said Contract, by a duly admitted surety insurer under the laws of the State of California(hereinafter referred to as"Surety');and Surety is certified and listed in the U.S. Department of the Treasury Circular 570, and has provided proof of sufficient bonding limitations as shown in said circular to provide bonds in the amount required by said Contract; and Surety has provided financial strength ratings from reputable companies, such as from A.M. Best, Moody's, or Standard &Poor's,to validate that Surety has positive ratings of being secure or Stable; and Surety is registered and listed with the California Department of Insurance, NOW, THEREFORE,we,the undersigned, as Principal, and Old Republic Surety Company, 14728 Pipeline Ave.,Suite E,Chino Hills,CA 91709 (name and address of Surety) as Surety,are held and firmly bound unto City in the penal sum of nine hundred sixty nine thou-sand seven hundred eleven and 80/00------------------------------------------------------------------------ Dollars ($ 969,711.80 ),this amount being not less than one hundred percent of the price set forth in the Contract,in lawful money of the United States,for the payment of which sum,well and truly to be made, we bind ourselves, our heirs,executors, administrators and successors,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Principal shall promptly,fully and faithfully perform each and all of the covenants, obligations and things to be done and performed by the Principal in strict accordance with the terms of the Contract as said contract may be altered,amended or modified from time to time; and if the Principal shall indemnify and save harmless City and all of City's officers,agents and employees(hereinafter collectively referred to as"Obligees")fromany and all losses, liability and damages, claims,judgments, stop notices,fees and costs of every description,whether imposed by law or in equity, which may be incurred by the Obligees by reason of the failure or default on the part of the Principal in the performance of any or all of the terms or the obligations of the Contract,including all alterations, amendments and modifications thereto, and any warranties or guarantees required thereunder,then this obligation shall be void; otherwise, it shall be and shall remain in full force and effect. Surety stipulates and agrees,for value received,that no adjustment of the time or price in the Contract or any alteration,change, deletion, addition or other modification to the Contract, or the work to be performed thereunder,shall in any way affect, limit, restrict,impair or release the obligations of the Surety under this Bond. Surety waives notice of any adjustment of contract or contract price, and any other alteration,change, deletion,addition or other modification to the Contract, or the work to be performed thereunder, and agrees 1 5-4584/1 1 71 74 Bond No. 7314453 to automatically adjust the penal sum of this Bond to reflect such adjustments, alterations,changes, deletions, additions or other modifications. Surety agrees to provide written confirmation of such adjustments in the penal sum to City on not less than a quarterly basis. Surety also waives the provisions of Civil Code§§ 2845 and 2849. The obligations of this Bond shall survive the completion of the work described in the Contract as to all obligations and liabilities of the Principal which survive completion of the work. IN WITNESS WHEREOF,each party represents and warrants that this instrument has been duly executed by Principal and Surety,on the date set forth below,that the name of each corporate party being affixed hereto is such party's proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authority of its governing body. Surety, by execution of this bond,waives any defense which Surety has or may have by reason of any failure of the Principal to execute or properly execute this bond. Dated: July 7,2022 ATTEST Sancon Technologies,Inc. (Corporate Seal) �cipa By: Name: Cll' fS Annoni 1' Title: Y rt S I Ct rn4 ATTEST Old Republic Surety Company (Corporate Seal) y By: Nam - alandi Attorn -in-fact (Signature of Attorney-in-Fact for Surety) (Attach Attorney-in-Fact Certificate) 009 367-2015 (Area Code&Telephone Number for Surety) APPROVED AS TO FORM: By: Michael E.Gates,City�Attomey f�` ut� �1 Note: This bond must be executed in duplicate and dated,all signatures must be notarized,and evidence of the authority of any person signing as attorney-in-fact must be attached. PERFORMANCE BOND Page 2 of 2 1 5-4584/1 1 71 74 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange ) On before me, Lauren Emily Bierman (insert name and title of the officer) personally appeared Scott Salandi who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/am subscribed to the within instrument and acknowledged to me that he/sb[axboy executed the same in his/NMM&authorized capacity(ies), and that by his/harA air signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. P or r SE tiF UREN EMILY BIERMAN WITNESS my hand and official seal. N ° " COMM. #2271982;U a NOTARY PUBLIC•CALIFORNIA;0 ORANGE COUNTY N MY COMM.EXR JAN 15,2023 Signature 3,1 (Seal) CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Orange On July 7, 2022 before me, Kelly Williams - Notary Public _ Date Here Insert Name and Title of the Officer personally appeared Charles Parsons Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) acted, executed the instrument. 1 certify under PENALTY OF PERJURY under the ' laws of the State of California that the foregoing �--rh KELLY WILL paragraph is true and correct. Notary Public•California = :Ic Orange County f WITNESS my hand and official seal. Commission N 2354100 o�`' My Comm.Expires Apr 10,2025 Signature Place Notary Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Performance Bond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Si ner's Name: Charles Parsons Signer's Name: Corporate Officer— Title(s): President ❑ Corporate Officer— Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: C 2019 National Notary Association Executed in Duplicate Bond No. 7314453 PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS,City of Huntington Beach(hereafter referred to as"City")has awarded to Sancon Technologic&jnc 5841 Engineer Drive,HuntingLw Reach,CA 92649 (name and address of Contractor) (hereinafter referred to as"Principal"),a contract("Contract")for the work described as follows: CC-1694 FY21-22 Sewer T.ining (Project Title) WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to furnish a bond to secure the payment of claims of laborers,mechanics,materialmen,and other persons as provided by law, by a duly admitted surety insurer under the laws of the State of California (hereinafter referred to as "Surety"); and Surety is certified and listed in the U.S. Department of the Treasury Circular 570, and has provided proof of sufficient bonding limitation, as shown in said circular to provide bonds in the amount required by said Contract;and Surety has provided financial strength ratings from reputable companies,such as from A.M. Best, Moody's or Standard&Poor's,to validate that Surety has positive ratings of being secure or stable;and Surety is registered and listed with the California Department of Insurance. NOW THEREFORE,we,the undersigned Principal,and Old Republic Surety Company,14728 Pipeline Ave.,Suite E,Chino Hffls,CA 91709 (name and address of Surety) as Surety,are held and firmly bound unto City in the penal sum of nine hundred sixty nine thousand seven hundred eleven and 80/00--------------------------------------- ------------------------------------------------------------------------------------------------------------------ -------------------------------dollars($ 969,711.80 ),this amount being not less than one hundred percent(100%)of the total price set forth in the Contract,in lawful money of the United States of America,for the payment of which sum,well and truly to be made,we bind ourselves,and each of our heirs, executors,administrators,successors,and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT,if the Principal,his,her,or its heirs,executors, administrators,successors or assigns,or subcontractors shall fail to pay any of the persons named in Section 3181 of the California Civil Code("Claimants")for all labor,materials or services used or reasonably required for use in performance of the work described in the Contract,or any amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such Claimant,or prevailing wages due and penalties incurred pursuant to Sections 1774, 1775, 1813 or 1815 of the Labor Code,or any amounts required to be deducted,withheld and paid over to the Employment Development Department from the wages of employees of the Principal and Subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to the work or labor performed under the Contract, Surety will pay for the same, in an amount not exceeding the penal sum specified in this bond;otherwise,this obligation shall be null and void. This bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code so as to give a right of action to such persons or their assigns. In case any action is brought upon this bond, Surety further agrees to pay all court costs and a reasonable attorney's fee in an amount fixed by the court. PAYMENT BOND Page I of 2 15-4584/117357 Surety stipulates and agrees,for value received,that no change,extension of time, alteration, addition or modification to the terms of the Contract, or any contract document or any work to be performed thereunder, whether made after notice or not,shall in any way affect, impair or release the obligations of Surety under this bond. Surety hereby waives notice of any such change, extension of time,alteration,addition,or modification to the terms of the Contract,the contract documents or the work thereunder. Surety also waives the provisions of California Civil Code§§ 2845 and 2849. IN WITNESS WHEREOF,each party represents and warrants that this instrument has been duly executed by Principal and Surety,on the date set forth below,that the name of each corporate party being affixed hereto is such party's proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authority of its governing body. Surety, by execution of this bond,waives any defense which Surety has or may have by reason of any failure of the Principal to execute or properly execute this bond. Dated: July 7,2022 ATTEST Sancon Technologies,Inc. (Corporate Seal) J(Prin ipal Na e) By ; . Name: U f S Title: Prf IG1fril ATTEST Old Republic Surety Company (Corporate Seal) By: Name. (Signature of Attorney-in-Fact for Surety) (Attach Attomey-in-Fact Certificate) (20 367-2015 (Area Code&Telephone Number for Surety) APPROVED ASVTIM: By: ael E.Gates, ity ttorney i C Note- This bond must be executed in duplicate and dated,all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. PAYMENT BOND Page 2 of 2 15A5 84/1 1 73 5 7 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange ) On ',7 2A 2Z before me, Lauren Emily Bierman (insert name and title of the officer) personally appeared Scott Salandi who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/arcs subscribed to the within instrument and acknowledged to me that he/shefthvy executed the same in his/haMheir authorized capacity(i 4), and that by his/hertheir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(:) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m hand and official seal. N rs�P °F' AUREN EMILY BIERMAN Y COMM.#2271982;U ® o NOTARY PUBLIC-CALIFORNIA X ORANGE COUNTY N Tcq y r � MY COMM.EXP.JAN 15,2023 Signature INVAIA (Seal) it*** * OLD REPUBLIC SURETY COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint: Scott Salandi,David Jacobson of Irvine, CA its true and lawful Attomey(s)-in-Fact, with full power and authority for and on behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attomeys-in-Fact, pursuant to these presents, are ratified and confirmed. This appointment is made under and by authority of the board of directors at a special meeting held on February 18, 1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982. RESOLVED that, the president, any vice-president or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings, recognizances,and suretyship obligations of all kinds; and said officers may remove any such attomey-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary;or (ii) when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attomey-in-fact or agent;or (iii) when duly executed and sealed (if a seal be required) by one or more attomeys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance,or other suretyship obligations of the company;and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 16th day of March 2022 6u* OLD REPUBLIC SURETY COMPANY Ass—ant Secrete yc "' President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of March 2022 personally came before me, Alan Pavlic and Karen J Haffner to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknowledged the execution of the same, and being by me duly swom, did severally depose and say: that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. Notary Public OF K95� My Commission Expires: September 28, 2022 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument I, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force. �t°��u•we.r•T\cs� l�j 2. 740043 ; SEAL s= Signed and sealed at the City of Brookfield,WI this ` '^ day of Xwo ORSC 22262(3-06) Patriot Risk& Ins Services LLC CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California 1 County of Orange J} On July 7. 2022 before me, Kelly Williams - Notary Public Date Here Insert Name and Title of the Officer personally appeared Charles Parsons Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing KELLYwILL.!r$ paragraph is true and correct. Notary public•California Oranle County WITNESS my hand and official seal. Commission N 2354100 My Comm.Expiles Apr 10,2025 Signature Place Notary Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Payment Bond (Labor and Materials) Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Charles Parsons Signer's Name: X Corporate Officer—Title(s): President ❑ Corporate Officer— Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: �t)2019 National Notary Association 7/14/22,4:42 PM Rating details of Old Republic Surety Co.. I S&P Global Ratings Old Republic Surety Co. Issuer Credit Rating RATING TYPE RATING RATING DATE LAST REVIEW REGULATORY CREDITWATCH/ DATE IDENTIFIERS OUTLOOK Q+ Local Currency LT RgguI t ry 26-Aug-2008 12-Oct-2021 EEJUKE Stable Disclosures Financial Strength Rating RATING TYPE RATING RATING DATE LAST REVIEW REGULATORY CREDITWATCH/ DATE IDENTIFIERS OUTLOOK Q+ Local Currency LT Regulatory. 26-Aug-2008 12-Oct-2021 EEJUKE Stable Disclosures VIEW RATINGS DEFINITIONS TIMEZONE: EDT Related Credit News and Research 1 2 3 » View: 10 25 https://disclosure.spglobal.com/ratings/en/regulatory/org-details/sectorCode/INS/entityid/114456 1/4 AM Best Rating Services Old Republic Surety Company ficsU rr.e. AMB#:002814 NAIC#:40444 FEIN#:391396491 Mailing Address View Additional Address Information Assigned to insurance companies that P.O.Box 1635 have,in our opinion,a superior ability to Milwaukee,Wisconsin 53201 meet their ongoing insurance obligations. United States Web:www.orsurely.&= rt� Phone:262-797-2640 Fax:262-797-9495 View additional news_Ml2orts and AM Best Rating Unit:AMB#:002976-Old Republic Insurance Companies products for this company. Based on AM Best's analysis,058439-Old Republic International Corporation is the AMB Ultimate Parent and identifies the topmost entity of the corporate structure.View a list of Qperating insurance entities in this structure. Best's Credit Ratings Financial Strength View Definition Best's Credit Rating Analyst Rating(Rating Category): A+(Superior) Rating Office:A.M.Best Rating Services,Inc. Affiliation Code: g(Group) Senior Financial Analyst:Robert Valenta,CPCU Outlook(or Implication): Stable Director:Erik Miller Action: Affirmed Note:See the Disclosure information Form or Press Release below for Effective Date: June 10,2022 the office and analyst at the time of the rating event. Initial Rating Date: June 30,1982 Disclosure Information Long-Term Issuer Credit View Definition Disclosure Information Form Rating(Rating Category): as-(Superior) View AM Best's Egjbg Disclosure Form Outlook(or Implication): Stable Press Release Action: Affirmed AM Best Affirms Credit Ratings of Subsidiaries of Old Effective Date: June 10,2022 ggpublic International Cor orp ation Initial Rating Date: June 20,2005 .tune 10,2022 View AM Best's Rating Review Form Financial Size Category View Definition Financial Size Category: XV($2 Billion or greater) u Denotes Under Review Best's Rating Rating History AM Best has provided ratings&analysis on this company since 1982. Financial Strength Rating Long-Term Issuer Credit Rating Effective Date Rating Effective Date Rating June 10,2022 A+ June 10.2022 aa- Apol 21,2021 A+ April 21,2021 as- May 21,2020 A+ May 21,2020 as- May 17,2019 A+ May 17,2019 as- April 25,2018 A April 25,2018 a Best's Credit&Financial Reports Best's Credit Repo -financial data included in Best's Credit Report reflects the data used in determining `t the current credit rating(s)for AM Best Rating Unit:AMB#:002976-Old Republic Insurance Companies. Best's Credit Report-Archive-reports which were released prior to the current Best's Credit Report. 1/2 7/14/22,3:15 PM Surety Bonds-List of Certified Companies PHONE: (724)834-5000. UNDERWRITING LIMITATION b/: $142,639,000. SURETY LICENSES c,f/:AL,AK,AS,AZ,AR,CA, CO, CT, DE, DC, FL, GA, GU, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MP, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, PR, RI, SC, SD,TN,TX, UT,VT,VA,VI,WA,WV,WI,WY. INCORPORATED IN: Pennsylvania. Old Republic Surety Company (NAIC#40444) BUSINESS ADDRESS: PO BOX 1635, MILWAUKEE,WI 53201 - 1635. PHONE:(262)797-2640. UNDERWRITING LIMITATION b/: $9,577,000. SURETY LICENSES c,f/:AL,AZ,AR, CA, CO, DC, FL, GA, ID, IL, IN, IA, KS, MD, MN, MS, MO, MT, NE, NV, NM, NC, ND, OH, OK, OR, PA, SC, SD,TN,TX, UT,VA,WA, WV,WI,WY. INCORPORATED IN:Wisconsin. Back To Top P Pacific Indemnity Company (NAIC#20346) BUSINESS ADDRESS: 202B Hall's Mill Road, Whitehouse Station, NJ 08889. PHONE:(215)640-1000. UNDERWRITING LIMITATION b/: $370,267,000. SURETY LICENSES c,f/:AL,AK,AZ,AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD,TN, TX, UT,VT,VA,WA,WV,WI,WY. INCORPORATED IN:Wisconsin. PACIFIC INDEMNITY INSURANCE COMPANY (NAIC#18380) BUSINESS ADDRESS: 348 WEST O'BRIEN DRIVE, HAGATNA, GU 96910. PHONE: (671)477-8801. UNDERWRITING LIMITATION b/: $2,934,000. SURETY LICENSES c,f/: GU, MP. INCORPORATED IN: Guam. TranslateI https://www.fiscal.treasury.gov/surety-bonds/list-certified-companies.html#o 48/73 7/14/22,2:24 PM Company Profile CALIFORNIA DEPARTMENT COMPANY PROFILE Company Profile Company Search Company Information Company Search Results OLD REPUBLIC SURETY COMPANY Company P.O. BOX 1635 Information MILWAUKEE, WI53201 Old Company Names Agent for Service Old Company Names Effective Date Reference Information Agent For Service NAIC Group List Melissa DeKoven Lines of Business 2710 Gateway Oaks Drive,Suite 150N Workers' Sacramento CA 95833-3505 Compensation Complaint and Request for Reference Information Action/Appeals Contact Information NAIC#: 40444 Financial Statements PDF's California Company ID#: 3254-0 Annual Statements Date Authorized in California: 12/14/1990 Quarterly --- - — Statements License Status: UNLIMITED NORMAL Company Complaint � , Company Type: Property&Casualty Company Performance& Comparison Data State of Domicile: WISCONSIN Company Enforcement Action back to top Composite Complaints Studies Additional Info NAIC Group List Find A Company Representative In NAIC Group#: 0150 OLD REPUBLIC GRP Your Area View Financial Lines Of Business Disclaimer The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. LIABILITY MISCELLANEOUS SURETY back to top ©2008 California Department of Insurance https://interactive.web.insurance.ca.gov/companyprofile/companyprofile?event=companyProfile&doFunction=getCompanyProfile&eid=6989 1/1 �R CERTIFICATE OF LIABILITY INSURANCE r ATE(MM1DDNYYY) 12/02/2021 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS / CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELYAMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES / BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Pamela Paulino NAME: Poms&Associates Insurance Brokers A/O N,No Exe: (800)678-8802 AIc No; (818)449-9321 CA License#0814733 L-MAIL s: ppaulino@pomsassoc.com 570D Canoga Ave.#400 INSURER IS)AFFORDING COVERAGE NAIL q Woodland Hills CA 91367 INSURERA: Admiral Insurance 24856 INSURED INSURER13: WestAmerican Insurance Company 44393 Sancon Technologies,Inc. INSURER o; Midwest Employers Casualty Company 23612 5841 Engineer Drive INSURER 0: INSURER E: Huntington Beach CA 92649 INSURERF: COVERAGES CERTIFICATE NUMBER: 21-22 GL/AU/UMBANC REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ILTR TYPE OF INSURANCE POLICYINSD WVD POLICY NUMBER MM/DDtYYIY MMIDDIYYYF POLICY Y LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Fx_]OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one arson) $ 10,000 A Y FEIECC2281005 1010112021 10/01/2022 PERSONAL&AOV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�ipE,,oT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLELMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED BAW2256177090 10/0112021 10/01/2022 BODILY INJURY(PoraccIdenl) $ AUTOSONLY AUTOS HIRED H NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accdent UMBRELLALIAB X1 OCCUR EACH OCCURRENCE $ 10,000,000 A X EXCESSLIA8 CLAIMS-MADE FEIEXS2281106 10/01/2021 10/01/2022 AGGREGATE $ 10,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION STATUTE 0 H AND EMPLOYERS'LIABILITY Y/N C ANY PROPRIETORIPARTNEBIEXECUTIVE NIA Y BNUWG0152392 10/01/2021 10/0112022 E-L.EACH ACCIDENT $ 1,000,000 OFFICERWEMBER EXCLUDED? Ln (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 1,000-000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more apace is required) RE:Project FY 20/21 Sewer Lining APPROVED AS TQ_EURM The City of Huntington Beach,Its officers,elected and appointed officials,employees,agents,and volunteers are Included a d onal Insured. aW Insurance is Primary Non-Contributory.Waiver of Subrogation for the Workers Camp applies in favor of samegntitlessr.fpzVkLements per attached. Cancellation Provision also Enclosed, Y—MICHAEL E. GATES (30)Day Notice of Cancellation,(10)Day Notice for Non-Pay of Premium CITY ATTORNEY CM OF HUNTINCTON BEACH CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Huntington Beach ACCORDANCE WITH THE POLICY PROVISIONS, 2000 Main Street AUTHORIZED REPRESENTATIVE Huntington Beach CA 9264a I —qzl Q' , OO 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered(narks of ACORD Sancon Technologies, Inc. Endorsement Number:56 ROMIBAL ca.uwv`r` Additional Insured — Owners, Lessees or Contractors — Completed Operations This endorsement,effective 10/1/2021 attaches to and forms a pail of Policy Number rEI-ECC-22810-05.This endorsement changes the Policy. Please read it carefully. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name and Address of Person or Organization, The City of Huntington Beach Its Officers,Elected or Appointed Officials,Employees,Agents, Volunteers 2000 Main Street Huntington Beach, CA 92648 Location And Description of Completed Operations: Additional Premium: A lied (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) Section II—Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of"your work"at the location designated and described in the schedule of this endorsement performed for that insured and included in the"products- completed operations hazard". CG 20 37 10 01 Copyright,130 Properties,Inc.,2000 Sancon Technologies, Inc, Endorsement Number: 57 ItOhifN*=W' Additional Insured — Owners, Lessees or Contractors — Scheduled Person or Organization This endorsement,effective 10/1/2021 attaches to and forms a pail of Policy Number FEI-ECC-22810-05.This endorsement changes the Policy. Please read it carefully. In consideration of an additional premium of$Applied,this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name and Address of Person or Organization: The City of Huntington Beach Its Officers,Elected or Appointed Officials, Employees,Agents,Volunteers 2000 Main Street Huntington Beach, CA 92648 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II—Who is An Insured is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of your ongoing operations performed for that insured. B. With respect to the insurance afforded to these additional insureds,the following exclusion is added: 2. Exclusions This insurance does not apply to"bodily injury"or"property damage"occurring after: (1) All work, including materials,pails or equipment furnished in cormection with such work,on the project(other than service,maintenance or repairs)to be performed by or on behalf of the additional insured(s)at the site of the covered operations has been completed or (2) That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 10 01 0 ISO Properties,Inc.,2000 Sancon Technologies, Inc. Endorsement Number: 16 ADMIRAL 3.'""i'` Automatic Primary and Non-Contributory Insurance Endorsement Designated Work Or Project(s) This endorsement, effective 10/01/2021 attaches to and forms a pant of Policy Number FEI-ECC-22810-05. This endorsement changes the Policy. Please read it carefully. This endorsement modifies insurance provided under the Coverage Part(s) indicated below: COMMERCIAL GENERAL LIABILITY COVERAGE CONTRACTORS POLLUTION LIABILITY COVERAGE SCHEDULE Name of Person or Organization: Any person(s)or organizations)whom the Named Insured agrees,in a written contract,to provide Primary and/or Non-contributory status of this insurance. However,this status exists only for the project specified in that contract. In consideration of an additional premium of$Applied and notwithstanding anything contained in this policy to the contrary,it is hereby agreed that this policy shall be considered primary to any similar insurance held by third parties in respect to work performed by you under any written contractual agreement with such third party. It is further agreed that any other insurance which the person(s)or organization(s)named in the schedule may have is excess and non- contributory to this insurance. ECC-548-0317 Sancon Technologies, Inc. Endorsement Number: 2 aoMrp*MM-11 Common Policy Conditions Endorsement This endorsement,effective 10/1/2021 attaches to and forms a part of Policy Number FEI-ECC-22810-05.This endorsement changes the Policy. Please read it carefully, In consideration of the premium charged, and notwithstanding anything container{in this policy to the contrary, it is hereby agreed that all coverage parts included in this policy are subject to the following conditions: A. CANCELLATION The named insw•ed may cancel this policy by mailing to the Company written notice stating when thereafter such cancellation shall become effective.The Company may cancel this policy by mailing to the named insured,at the mailing address specified the Declarations,written notice stating when not less than thirty (30)days thereafter such cancellation shall become effective,except in the event of the named insured's nonpayment of premium,not less than ten(10)days advance notice of cancellation shall be given. The mailing of notice as aforesaid,shall be sufficient proof of either party's intent to cancel.The effective date of cancellation specified in such notice shall terminate this policy period. Delivery of such notice shall be equivalent to mailing, If the named insured cancels,the earned premium shall be computed in accordance with the customary short rate table, If the Company cancels, the earned premium shall be computed pro rata. The Company will tender any return premium subject to retaining a minimum earned premium equal to 25%of the amount specified in the Declarations. Premium adjustment may be made either at the time cancellation is effective or as soon as practicable thereafter,but tender of the unearned premium or return of this policy, shall not be conditions precedent to cancellation hereunder. i B. CHANGES No provision of this policy may be amended,waived or otherwise changed,except by endorsement hereto. ECC-315-0712 i Sancon Technologies, Inc. Endorsement Number; 2 ADMIRfow, C. EXAMINATION OF YOUR BOOKS AND RECORDS We may examine and audit your books and records as they relate to this policy at any time during the policy period and tip to three(3)years afterward. D. INSPECTIONS AND SURVEYS We have the right,but are not obliged to: 1. Make inspections and surveys at any time;and 2. Give you reports on the conditions we find;and 3. Recommend changes. Any inspections,surveys, reports or recommendations relate only to insurability and the premiums to be charged. We do not make safety inspections. We do not undertake to perform the duty of any person or organization to provide for the health or safety of workers or the public. We do not warrant that conditions: 1. Are safe or healthful; or 2. Comply with laws,regulations,codes or standards. This condition applies not only to us, but also to any rating,advisory, rate service,engineering firm or similar organization which makes insurance inspections,surveys,reports or recommendations. E. NAMED INSURED AS AGENT The named insured specified in the Declarations shall be deemed agent of each insured with respect to all matters involving this policy, however,the Company shall have the right to seek indemnification from any insured or any other person who may be legally Iiable for the debts of the named insured. ECC-315-0712 Sancon Technologies, Inc. Endorsement Number; 2 kDMINAL tr�.'7` F. PREMIUMS The first Named Insured shown in the Declarations: 1. Is responsible for the payment of all premiums;and 2. Will be the payee for any return premiums we pay; and 3. Is responsible for the payment of all deductibles and self-insured retention amounts under this policy. G. ADDITIONAL PREMIUMS If,during this policy period,an increase in the risk or hazards covered hereunder occurs, the Company shall have the right to charge the appropriate additional premium. H. TRANSFER OF YOUR RIGHTS AND DUTIES UNDER THIS POLICY Your rights and duties under this policy may not be transferred without our written consent except in the case of death of an individual.Named Insured. If you die,your rights and duties will be transferred to your legal representative but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary custody of your property will have your rights and duties but only with respect to that property. I. BANKRUPTCY Bankruptcy cr insolvency of the insured or of the insured's estate will not relieve us of our obligations under this Coverage Part. ECC-315-0712 POLICY NUMBER: BNUWC0152392 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed.04-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT CALIFORNIA(Blanket) We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule.(This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 0,020000 %of the California workers'compensation premium otherwise due on such remuneration. Schedule State Description CA Any party with whom the insured agrees to waive subrogation in a written contract. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The Information below Is required only when this endorsement Is Issued subsequent to preparation of the policy.) Endorsement Effective Dale:1010112021 Policy Number: BNUWC0152392 Endorsement No.: Insured Name:Sancon Technologies,Inc. Insurance Company: Midwest Employers Casualty Company Countersigned By — �"� / City of Huntington Beach .; 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk August 1, 2022 Sancon Technologies, Inc. Attn: Chuck Parsons 5941 Engineer Drive Huntington Beach, CA 92649 Re: FY 2021-2022 Sewer Lining Project—CC No. 1694 The City Council awarded the bid to your company for the above referenced project. Enclosed is a copy of the executed contract with the City of Huntington Beach. A Certification of Compliance with Title VII of the Civil Rights Act, Certification of Compliance with Prevailing Wage Laws and Contractor's Certificate form must be returned to this office after the project is completed but prior to the release of retention funds. In addition, the following item must also be on file, with this office before the City can release any retention funds: A warranty bond guaranteeing the final amount of work and materials for one year. If your performance bond does not include specific wording for a one-year warranty, then a rider or separate bond must be submitted. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call the Public Works Department at 536-5517. Sincerely, A Robin Estanislau, CIVIC City Clerk RE:ds Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Bid Bond (original) Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) 0 CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: V/f 22 SUBJECT: Bond Acceptance I have received the bonds for Jl h/1!/)'1 Compan ame) CAPITAL PROJECTS (includes CC's and MSC's) Performance Bond No. -7-31 yyS3 Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No. Approved (a, 2��,2-Z //--,, (Council Approval Date) ��lJ o2�— Sa CC No. Agopda Item No. MSC No. City Clerk Vault No. Other No. SIRE System ID No. g:/forms/bond transmittal to treasurer Bond No. N/A BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS,that we Sancon Technologies, Inc. as Principal hereinafter called the Principal, and Old Republic Surety Company a corporation duly organized under the laws of the state of Wisconsin as Surety, hereinafter called the Surety, are held and finnly bound unto City of Huntington Beach as Obligee, hereinafter called the Obligee, in the sum of ten percent of the amount bid---------------------------- -------------------------------------------------------------------------------------------------------------------------------------- Dollars ($ 10.00 ), for the payment of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, finnly by these presents. WHEREAS,the Principal has submitted a bid for FY2021/22 Sewer Lining Project NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terns of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 1 st day of June 2022 Sancon Technologies, Inc. rincipal (Seal) By: Witness (.��� l W ,tv P(*( Av"If Name/Title Old Republic Surety Company 5r- (Seal) Witness By: Sc0 alandi Attorney-in-Fact ORSC 21328(5/97) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On WW before me, Lauren Emily Bierman (insert name and title of the officer) personally appeared Scott Salandi who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/am subscribed to the within instrument and acknowledged to me that he/gheldwy executed the same in his/hfe>*h1§1r authorized capacity(i*, and that by his/harAhteir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. SE'yo` UR�N° LAEN EMILY BIERMAN WITNESS my hand and official seal. N �i °; COMM.#2271982;0 W w NOTARY PUBLIC-CALIFORNIA N �r ORANGE COUNTY C MY COMM.EXR JAN 15,2023� Signature AMMW &A114 (Seal) yt't*it * OLD REPUBLIC SURETY COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint: Scott Salandi,David Jacobson of Irvine, CA its true and lawful Attomey(s)-in-Fact, with full power and authority for and on behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attomeys-in-Fact, pursuant to these presents,are ratified and confirmed. This appointment is made under and by authority of the board of directors at a special meeting held on February 18,1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982. RESOLVED that, the president, any vice-president or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds,undertakings, recognizances,and suretyship obligations of all kinds;and said officers may remove any such attomey-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary;or ((i) when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attomey-in-fact or agent;or (iii) when duly executed and sealed (if a seal be required) by one or more attomeys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company;and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 16th day of March 2022 OLD REPUBLIC SURETY COMPANY Suit SEAL >_ '0` naXW y c Assia,ant Secrete # President „mnuu,u,o°. STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of March 2022 personally came before me, Alan Payllc and Karen J Haffner to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same, and being by me duly swom,did severally depose and say:that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. `•.,'O4g Notary Public My Commission Expires: September 28, 2022 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument I,the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force. sort aJl 740043 - SEAL i = Signed and sealed at the City of Brookfield,WI this �.rr day of � • __9 o` �e� Y ORSC=2(3-M) "rr°""O'" _ Assis....�t Stcreta Patriot Risk&Ins Services LLC CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Orange On June 1, 2022 before me, Kelly Williams - Notary Public Date Here Insert Name and Title of the Officer personally appeared Charles Parsons Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing ipmyKELLYWILL" paragraph is true and correct. Notary Public•California Orange County WITNESS my hand and official seal. Commission M 2354100 Comm.Expires Apr 10,2025 Signature Place Notary Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bid Bond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Charles Parsons Signer's Name: IdCorporate Officer—Title(s): President ❑ Corporate Officer— Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: 0c2019 National Notary Association y t ' v y `T t A1Nf�N� ^TTP O�nS 5841 Engineer Drive,Huntington Beach,CA 92649 i To: coy OF 4VwMAI(A UN �C � ZC� M/Nav STR�'C-T i 92Z y �x Maj 94 " Aor �4 Z E Y{� / + +k /-fir ��{■+ 105 2000 Main Street, Huntington Beach, CA 92648 City of Huntington Beach File #: 22-508 MEETING DATE: 6/21/2022 REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Sean Joyce, Interim City Manager VIA: Sean Crumby, Director of Public Works PREPARED BY: Keegan Olds, Public Works Contract Administrator Subject: Accept the lowest responsive and responsible bid and authorize execution of a construction contract with Sancon Technologies, Inc. in the amount of $969,711.80 for the Fiscal Year 21/22 Sewer Lining project, CC-1694 Statement of Issue: On June 7, bids were publically opened for the Fiscal Year 2021/22 Sewer Lining project. City Council action is requested to award the construction contract to Sancon Technologies, Inc., the lowest responsive and responsible bidder. Financial Impact: Funding for this project in the amount of $1,200,000 is available in the Capital Improvement Program budget. The cost for the project including contingency is estimated at $1,200,000. Recommended Action: A) Accept the lowest responsive and responsible bid submitted by Sancon Technologies, Inc. in the amount of $969,711.80; and, B) Authorize the Mayor and City Clerk to execute a construction contract in a form approved by the City Attorney. Alternative Action(s): Reject all bids, and provide staff with alternate direction. Analysis: City of Huntington Beach Page 1 of 2 Printed on 6/16/2022 powerelIC4 LegistarTM 106 File #: 22-508 MEETING DATE: 6/21/2022 The Engineering and Utilities Division coordinate the need for rehabilitation of existing sewer pipes based on maintenance history and video inspection. The scope of work for the project includes lining approximately 25,587 lineal feet of aged sewer main lines identified as a priority this year. The locations would benefit from lining as the existing pipes are either encrusted with calcium deposits from groundwater seepage through minor cracks and joints or have joints offset by tree roots from adjacent mature trees located on parkways. These deposits and roots inhibiting flow will be removed prior to lining. Lining of the pipes is a trenchless operation performed by inserting a liner inside the existing pipe and curing the liner to form a replacement pipe. Bids were publicly opened on June 7, 2022, with the following results: BIDDER'S NAME ID AMOUNT (Amount Read at Bid Opening and asis of Award) Sancon Technologies 969,711.80 Insituform Technologies 15174,979.00 Nuline Technologies 1,246,709.00 Southwest Pipeline and Trenchless Corp 1,276,955.00 Nor-Cal Pipeline Services 11,490,020.50 Staff recommends awarding a contract to Sancon Technologies, Inc. in the amount of $969,711.80. Sancon Technologies, Inc. has provided acceptable sewer lining construction in Huntington Beach for the Fiscal Year 2019/20 Sewer Lining and Fiscal Year 2020/21 Sewer Lining projects. The project cost is estimated to be $1,200,000, which includes the construction contract, inspection, and construction contingency. Environmental Status: The project is categorically exempt pursuant to Class 1, section 15031 c of the California Environmental Quality Act Strategic Plan Goal: Infrastructure & Parks Attachment(s): 1. Vicinity Map, CC-1694 City of Huntington Beach Page 2 of 2 Printed on 6/16/2022 powereIQ4 LegistarTI tea. Cnn BOLS AVE �C NTS a U MCF DDEN AVE. U N z V) V EDI 4ER A N Z O a o 01 HEIL AVE. Of z }m R11 0 W a > can Q WARNER A .16 a = m o w O = 0 S TER j� AVE. 405 A 9 cl'�, TA BERT AVE. EL IS AVE. GARFIELD AVE. V) (A o \ � c~n v~i of Q vy ���'� < YORKTOWN AVE. =o O g c�D O AU�M Of AVE m o 1 -yC,/ O,Qq ,\D'� RD Z a T C 443 O IN ANAP LISI Z AVE. PROJECT LOCATION z < q�q��,��D�� SEWER LINING LOCATIONS INCLUDE REPORTING AlLANTA =6 t DISTRICT'S (RD) 167, 232, 434, 443, 456 O RD 167 w 1,054' OF 8" SEWER OF9,1, m RD 232 w 140' OF 8" SEWER HAM I LTO N A RD 434 w 15,361' OF 8" SEWER RD 443 w 424' OF 8" SEWER y RD 456 w 8,589' OF 8" SEWER BANNING AVE. LEGEND RD BOUNDARY FY 2021 /22 SEWER LINING PROJECT CC-1694 PROJECT LOCATION MAP a CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS 1 OF 1 1oa o r nrero Heil cJ s a fliy rto-.AVe C .. NIR. 3 15:n 2890 289'5 29 9 I9]n VOata 351 n86ft _ 91] 92 1 62r12}2113 fk 2916 12 II! 2925 345 ®: i"f 29380 to 2950 29 O 2e.9ue5.av1c� SP` P Facilities -15 2 /i2926 vcr s -' � 2930 02936 2942 134ft 2q76 vcr a2947 _45511 11vcP 0 2953 29558 2959 2. 299 City ofHuntington Beach CIOOI o;.- July 2019 Y' 301Eo> > 3019p m O CI '" 'O..^8 3021 O:. Langpo 9tli Cir. 3020 N = d O O3055 2?1 ft 305] fi5. 3059 d, .9 ui > w E Fernhill Cir. o oae 2szn 30 01181 21111 090-- 5 s Pami o iW zoo zro 400 Meadowbrook Dr, m e Treetop Cir. .m n Pr<t r 03120 s�cPooss 31201 T Sewer Lines see: Diameter or Line inInches ��:no 3150 -4-City Sawer Line Matenal: Private Sewer Lme ABS-Acryi.n trle eutadlene Styrene _ - LineAC-Asbestos Cement County Sewer L CI-Cast Iro n '.Midlron Cir, 11720 - Other Sewer Line DI-Dam�bon 1h719 O 3225 ZIOII 3226 20Rfl 3228 O Sewer Lateral HOPE1-Hglh Density Polyethylene O © 0 9 * - evcP ossne evCa oowa _ _ _ PVC-Polyvinyl Chbrde RC-Reinforced Concrete SST-Stainless Steel VCP Ydrified Clay Pip(Pipe) 8 VCP 0002 UNK Unknown e Bb. 123 ft ot'cm"aHwr rwyk r4s a _ r Sbpe: Slope ofl-me(0002=0.2%) Donlyn Dr o nn e„'er ar=avice 0 orztmss�ne� 03325 03319 195 It ©321 2nRn .3322 woe nae0 ` t svcPoo � evcP 000z � 0 Sewer Entities City Private County Otter c .:o O O O • Manhole -n 3403 m ■ IN ® ■ Plug/Cap Meadowlark 3413 Franmar Cir ® Cl ❑ M Lift Station Golf Course §sn 3416 .0n 417 b • 4 + + Sip on c m ever oabx evoress; . _p Transition Interceptor p� - o • _® a_. valve 3-067 _ z.�. 341E�3479 ® O Mete, ..u v s Cathodic Protection v Ed in Clr. = " (CP/Anode Test Stations) P ._ , ' < m03 e vc�s ssz •3828 210ft,3:9 j 5 :23 Entity Intlaz Number r e t.i Manhole Depth in Feet I7A n 03585 u� a Parcels ... Cir. m _ 3$99 Buildings 12612 Yu " - ' Gildred Clr. Perks/GOO Courses _ d M C3625 197 It 3628 ?r n 3©0 36350��EPIS schools �'i�• s vc.aao_ avcrsssx 3637' Cay Facilities Pshl'c works Deprmtmr j (� CM Boundary r n 3690 rn >o wro - RD Grid / ' js a 36990 3714r Utht cc lJ viv�nr, O aid ze Vicinity Map ' s1 5600g754 156 157 158 ' Trophy Dr. g n 1 i]8 51 It 3 EB - Heil l _ 1 1A 3525 63841 166 167 168 U3E59 m Y View Cir. �1 O q/ J 03864 vv.rrmz p862 / Y w 3E7E Werner Lift St t a _ i M11 L k ^ 4 to N I. i vcP UnR 189r1 L kL LL3915""� 12801 \ 3�Z 3938 r n11t53 Warner Ave, 3924■■■ � Wrt ,l®Q .139 Y O l a l 15 w jg8q 176 77 178 V_ F 3992 • - o'er s so 3959]25 ft s roro T is PVC Oroos _ Pita PVCo xe -.. .. -. A -. 39830 aR __ 1® 121._ ts._ 39g8C 3999 11154 515ft ^- ® pl1a PVL a.rott -tit srwso— 12502 3993 326it z• orow �,® 516ft °" ovcr o.0oos r r t1156._ a,11167 364ft 11158].'ISJ © • _ y� ■ y�■ * 1\� rn n401B faun at ; rsr i020 -'9020• 103ft 4026 �• ReP�I'tin D1StY'1C1. 1�� 233ft 8� 0 u �e Sewer Facilities ac es City of Huntington Beach July 2019 N W�E O S 1. 2W 30e 400 Sewer Lines Slza: Diameter of Line In Inches City Sewer Line Material: -�Private Sewer Line ABS-Acrylonitrile Butadiane Styrene County Sewer Line AC-Asbestos Cement III Cl-Cast Iron -«.--Other Sewer Line DI-Ductile Iron ----$war Lateral FIR-Fiberglass Reinforced HOPE-High Density Polyethylene PVC-Polyvinyl Chloride a � RC-Reinforced Concrete SST-Stainless She VCP-Wrified Clay(Pipe) 6 VCP 0.002 i LINK-Unknown !23 f[�Lwgsi j Slope: Slope of Line(0.002=0.2%) MI sewer linen ere 8 VCP 0 002 unle_cs ntberwlse need Sewer Entities City Prwate County Other ® O O ® Manhole A -n n A- Cleanout 1 r ■ ®- ® ■ Plug/Cap ® ❑ ❑ IS Lift Station 0 O p 0 Siphon ♦ o Transition Interceptor 1407 410 140ft 140g • --0 -- • Valve QR a Q YI F m ® © Meter % y i �L jkq 1x t � "` IVY ♦ Cathodic Pmtecli isnhe�j`. �>rml2B I Sa8&'_._ 142z�. ( ) 6 / CP IAnode Test Stations t Y r evcv aaQ ~ ..-, � ,ay i •23 Entity Index Number O Manhole g. ie Depth in Feet _ � � Pde-- f � ,�♦ � � 1 � .i ,�. .T71 - .�Vg' Parcels Buildings 1449 \ �s-1'4�0' d2S � 1461� Parks I Golf Courses ° • } scnoole City Facilities Public Waks Rpmnmr N� '$�14�e �/ ,/ / a� i 1 City Boundary zzzzz RD Grid 8 149 o y + UOI ws Division E��a err, p Vicinity Map 1496 a 14ss o �r. I 1502 1 C 1 �15.0 44 I 81 > BObe v -1530 - r 1532 0 1540 .Q 0 32 ©1550 U 7 McF.dden N a 1569. G " ///�� I 1591 , - .. -n L�� f 13e6.5ay,�Sugar Or 91 ft 6 ft x -39{R. ... 159� q0]-0- raft_ 1595 r 241 fl 159'r 47 0 15 0... A Y' ® i 242ft _1604 ._-_609It -_ ___J605_ to _+a ea \ n—osaz © 258fl 1606_g4fl-.12676 494H 12679110 ft- '0 24z 119T9zt:+ 1600 voaoz 1598 '16B8-Mtfl+e vcv000z -t+aycv000z0.' 1602'"" +e vcv oaoz �+4 zo evcvomz 0 -6 \�� evcPamz 1.2 Reporting District 232 � �Pie. � 110 Yorktown a� Ave -17315 - -.. 1 24i a 7J47 268 it .. 713/B __. 4lz h - 734g {_ / _7 -r2vcPoeet2 �.. lxvenewelt H no__.. 1z . 462ft -� . =353 Vc27R 7355 73581'r S S • • • 1J e4 -5P ewer Facilities - +z vcP 000sz- yao ae,z o 0 60R f 20 11 :. "3.7 vcP000 nnna 367 City of Huntington Beach Salt •� 4 e Salt o 742P Lake Dr. 7421"1 mlyzoly s "7423 _ ° 263H -' 7424 --1.fl 742eI y m Albatross Dr. r= aa o u avcP 000z ° evc ooess s<e (� J a14 - 2960 07436 JOIN 0438 349n ']439 N e 07453 000z ON2 V110 O o r m 3 a c v 0 0 a / a S °7590 m - .ds- •. 2 -: q.. a ten 2ao )00 40a r, 761z Pierre Dr. -I 7519 e vcPoaox ],s2c o ]523 avc4P6 ono oz °762.d B24 n 7527 127 n 7523 128 f1 ]525 5911 °7 5.2.9 21,1 n °s3 7She ovc Pa o 1oCozi r. ° O O L7 07533 VCa vPot Va.n ° rat C Anchorage Dr. Sewer Lines Size: Diameter of Line in Inches - �� a —o 'a - , City Sewer Line Malarial: e V 7564 Privets Sewer Lin. ABS-Acrylanihik BUUdiene Slyren= 0 County Sewer Line AC-Asbestos Cement I. Car—,, 76t _ m CI-Cast Iron n7606 °. 7510 Other Sewer Line DI-Ductile Iron 7511 ° Shoal Clr.. FIR Reinforced o Fiberglass - 7616 Sewer Lateral High Density Polyethylene HOP 334 Dr. - ° svCP 000z °7619 - PVC-Polyvinyl Chloride RC- Concrete caStainlssatv( William TNewland v - B VCP 0.002 -vrtnrrecPpe) a 7659 7680 Unknown 123ft�trgna Pp. Slops: Slope a/Line(0.002=0.2%) 07669 Breakers Dr, wer line='Ill se are 81U 0.002 unless otnerwse Hoed N X s 0768 241 1[ �685 _72 27686 a io- vvC zoi ` v _ - � ewer Entities c 7Ds o f III City Prwate Coamy Other LL. _ -- ® O O ® Manhole w o A a e Cleanout 9' T734 ° o ® 0 ® ■ Plug/Cap 7740 ° R 329R 15i it P47 Bosun Clr. ® ❑ ° e c 000z 7741 07743 22Ra ® o 48 2 1,1 07dd ° a ❑ ® Lift Station 7752 cBl 775 �' 4 va 9- Siphon Dr. Boise Dr. e x aa. Dolphin z eV`. ° Trernenlon Jvc p ® Interceptor °7808 7822° It4R Ba�O°r1917 ® Cathodic Protection '... Mt. Doremere Dr. E - --- 7823 r 1� 7843 7844 254(1 7846 331D 7847 � Cutter Dr. (CP/Anode Test Stations) © avaPaooz 0 3mn 7819 2141t 7850 ° ev�P0002 °. o 'es1 II1n ]fist _� . Coral Cv. _ :. e vcP o:oaz �e vcnoaoz° P 7857 5611 7858 :23 Entity India,Number 07863 - - '- - ° e vcP o oaz ° ?' Manhole Depth in Feet 7882 « 0 7887 -ci c Buildi a0i ®s3s Bel�lmea©938-- a CPO�t_. DD e,3z not °794D c °7911 Skiff Cic z Panks�i corccoursee �7q Dill ]939 ' Schools O o Z D961 - sv25,11 °7 960 City Facilities public Works Dep•rmwnl T o 0 u - o ]981 3 RD Grid Cdy teary o _ °7995 m _ Utiblws Diva Mossford Dr. 6634 8037 z4 n ® - zas it e6s J10 08039 129 R 804z > z'8 ° avcn000x ° .eooa2 ooax Vicinity Map m e053 8054 atr5- s 79 R 8657- w Bg6g_- °0°I'5t1®eo aWPONx a¢`_--a WP oW2 10 -*s2s -� 6053 © ClibPe1 M423 425 N 08078 'LL m Larkport Dr. n °e13o 2Dr D_ .134 -250ft ±133 25D0 8M134­ 3211R 8135 Yorktown e vcv 000z ss, evcPo oo2 s.n evcP 000z %� svcaaaaz ° ]. 08 = r 434 @ 435 163 vt�0�. Biee W m E e 08180 8 UW+R.c m o 184 !4 3 3 O e ro _ . o S` 8796 �,-- Lowmead Dr. v� ti, °.,,.. 215 3D1111 08219 129 h Atlama 2-: a vc oaz i vc 000. - a > 82410 !72 a,- 8250 - 443 444 445 Am- yB37D _ ]3 -.30!It B31fl Adams _- Ave eas,tv°Poao2 ,t — 1t-0.11 :. �1n ,:90P0-2 ®„on z-0-2 i tU40 136fl 83/1 250fl t1342 ®8346 Reporting District 434 e vry 000z®- a vre poor ® e vrPoao. °8359 °8363 8364 5 ° u. f a24 082M ,8239 0 AdamsAve, 827E 827g8 mzbvcP ao 8282 �_°10794 4vc-001b m oaos8324t 8822\ iec 8320 ;8325 78281 Sewer P Facilities ies a 012397• 212R 12504 (Soh.,) 1121 8292♦ Y 420R .z vrvo°at n< �;�o ^ zvc 8" IJ V�V� 1 W�i11�1V V 5 ° - A naoua� zee 5 ^ yy _ 44]It _ 44� islav'ti yrnc�TI2394 12505 jjpqj 1 D756 10751 gg 10795 1 °"0""IS4srn1" 2392 sir --- 11428 al City of Huntington Beach ". � nzn '91n ?�'.1142e 192n o83?t- ooe July 2019 11427 tik 9tah nDr. 1t43s Northport Ur. ryw eri n©12z]9 n 9373 zs4 n 637s tie n zzl r e362 ese:+ N 8282 - evcv000e 10755 n e Atlam A— a o W E © p 0 9 11440 ° c �' 11435 11424 12393 c.v o 1P435 oc � e- y���04434 �11443 J J BOOtI1b8 1.1 r. S W a00 S z'- 8453 z2Sn y6454 2t4n e45G g457 11423 - - 11433 ,1442� O m OMB 8467 .J © Sewer Lines Sure Diameter of Linen Inches e 11356 ewe 000<�O 11432 �o J --- City Sewer Line Mid nal. 11363 �� - g\ \ � « Z �Pinata Sewer Line A85 Acrylonitrlle Butatliene Styrene 11422 o C\ \o AC Asbestos Cement t 9358 C/g " d11 1 29 re .0 u County Bawer Line Cl Cast Iron > _ Other Sewer Line z� 11411 %yoq' e 3 Miilbnd a t,h FIR Dibergl ss i�1157 n on aoc 9 ev� e'�Q` ^7' C 9 Sewer Lateral Fbarglass Remforcetl ary'9 � � " 9m eb22 Il B52 22n 8524 R525 HDPE-H hDensi Polyethylene ♦ / 4v_ ,11421 00� �u 9ne R9n 11441 m O avr000. O.. Avca �, PVC-Po vin IChlor tle 11425 avv.,o ooa.sRC-Rainfonxd Concrete P S 11416 = 11430 �., SST-Sfa isles.Steel �0 �, hQ 11360 8550 VCP-Vitiifietl CWY'Pip 01 1 8 VCy P 0.002 UNK-Unknown a 1 a 11361 +_o ti U40vlol .v` m _ 123 R i 11415 eP Slope. Slope or Llne(0002=0.2°0) 11420 Q w 11359 vy - _a 1419 1141e 6` C. U a 'Norfolk Dr. 'N ewer risen are 8 VCP 0.002 ones.olneresenM� 9 1136z -yf She J. apt 5 J9Aff R eponl Or' m n J C859 :18n 08600 evCe ft f8604 t 880$`..'. 3✓ :v $ewce�o._.. ,141a 0 i eel so 23ua z ::o ,e S8We1'Entities a av�a°°°� e evca oa City Private County Other 11417 V ". 01- O O a Manhole O f138([�"' I 20!�i 'e=4 U) C -�.a ♦. 0.. ♦ ♦ Cleanout m - o .m. 86d3 N I I N ` 0 q ■ ® ■.. ■ Plug/Cap 0 11403 11404�+\ t�5 m gape Newbury Dr. ®---❑ ❑ ®- Lift Station r ti I Mainsail Dr. awceo n6 866e 867� 8674 7 �w .. N n 224 it C + 0 0 + Siphon 5 A ( J ° eve°aoz o 4 Transition P o �I �yR Interceptor o� n _ i ■ ■ Valve t i a: o 'c 11396- 8699 N Meter Cathodic Protection ✓c-gJ�1386 FR" 1t401 I81 m �1402 11397 6750080 87 Swcamie 002 eom14-' m grew 08747 O 749 C r723P Anode lMecfNumbesl ., 11388 F _ ZS4 R yn�8753 e I Seawater Dr. U 8 Manhole Depth in Fee, c o -Southport br. ��� p 1138]o B914389 12604 }\5\\oo�J. `�- n a) _I n Sealrock 11390 ro v 11395 241 h 11398 m '"uT _ -i p a 222 ft" 782 s t1391 ro3on vco.00sz U O m 878' vcr oo �. 8792 2a'n 8'94 Dr. Parcels u N � fl :' 9 evcoo°oz Buildings 8806 Z C1 �p 11406 0 t, 0 08812 G N _ Parks/Goff Courses Schools O E U I �- 1'1409 " 11399.E _ in r^ —•-- ip pg y; S c 11412 - N _ x u o E i i o o 'g a a ? m r raj City Feclles Public WorksR ianrni M8 m m �._ 11392 01 ft to a _ Z .. Clry Boundary W va _ [[c = 211 f 8853 24 n 8855 t7 �vA 12itP 08852 © 216fl `8458 2Z oliJ 8856 RD Gntl 'O '8851 avcv000z evcaooaa o svePoms ■tie evev onz OUulitrcs Divufon fio J c000� 11413� ze m N w[ar 44n 11�ta Seaport Dr. Vail Di nr7r 11394 aavcao 1iae�"1e��G�oon �u 2�aooe Vicinity Map 11407 1t410 <0689E 8903 J J i Munster J e93a a92s 2 433 434 0 0 ]4 Il 8931 100 It 8932 8938 8939 evca 000a 8VGP o012 O 0 JIF..R 00941 avca000z avcacco.. 811//002 Achue ` Z o o m�o m�g E _ eve. O 08905 �. 06889 N m pC. R 2 ^ 443 444 ^ v 'Malloy J Dr. / 29In 9019 2Mft 902t - 9007 C oS C �9018 O O 129 n 023 11U n 9025 350 li 9026 IM1b 0 O�_ N eVCP 000z i BVCa 00oz ever 000z a vcPcaoz eVCn 000z avGv 000z= � n p o = a• = c �4 - MKlieriapo c {e y J C 9033 Q _ 1 1[ A 2 453 454 Indianapolis Y Ave. 1 ,9oe7 46 n 12503 ...-.._ -.,_ 0 9086 ® 144 n O 1 301 it 9092. 290 R 9095 110 f 9096 111 11 9097 ®« © avca6°az ° evca°oez 0 1n9P +s0sd 30911 9099 aviceomu. avcnooaa ssa._ -nvcrwaor Reporting District 443 rO 9089 c 8104 Sewer P�1+ Facilities 129091 °�. 1910.9 339 R::. �9173_ 258¢ y9114 -236R _SJn 9119 co _. _ ....... yc Vp 1083g I.JV�V1 9115 ] evcvo.s sao —P-0 olz s o _e vcvo -_ _ _ _ z ��rq cv ocn, w14r� 12841 11562: _ _ _. 9t32®aw"00 11sas Indianapolis qVe, s sz 1264D` City ofHuntington Beach ° ^. Caithness Dr. -1 _°.. °`p 9156 y 9168 'nn 9167-- i508 9169 La Crests Cir. �,. 9165 9166 IR1 Jul 2019 347❑ 170 Zsfi 7 171 9174 22R tl 9175 269 n9176 a vcdo 9 - isvcv vaor = rsvcv o.6or 6vcvoo6z ©., ° ]8 p O a o6az p 1 N vv,OeP _ avcaaooz O e _ o 6 p it - W E 59b o o J Zetland Dr. r. rar 228 C Cp�92C0 0 ssaolo B O eDvD11ruz D fl9260 avcv600z p Fl6rn1 eviceoonz 9243 33oR 9244 f R 9246. 9248 2 5t1 9249 252 el> 924 avcv000z O. .-.p9255 „ Oo - 1 n _ 9 Q Dr. Sewer Lutes Size Diameter of Line in Inches C City Sewer Line 4�r �,�- '._'7°•� avcv oonz -- fivcvooaz ... Cpoo oo"z©m Jcv Lo ©pem Ym ----- J pm y ©: fi vcvaouz a aN' a y Material 9286 Private ABS . on m Buisd ien e Sty ...ne County eCAsbestos CementDumbreck 9312 67 C Cast Iron ns 9311 Dr v 9315 3301 09316 izRn sinOvcv Spinnaker Sever Ductile a. 9321 Fiberglass " 9325 9— R -9320 144 8 s� rd RDPEt h Density Polyethylene 9340 vcv o 9326 PVC-PotyvmylChloride RC Relnf"natl Concrete "�8 - 9357©N',.. Q �093y1 o VCP-Vllnfietl Clay(Pipe) J 8 VCP 0.002 LINK-Unknown " pL! fJ m 123 R�ororxona Fww g s N.,(herway. 31 - ' „ vq♦ Slope SlopeofL (oOD2=0.2% m 93g1 93g2 a9R 9384 VO a,ei' C r tp ' -.... 35n 9393 e r, oo s r -UJ �0... ° oc�• 0 0 0938s Y G a,r c 3eez r.vF .,.. 1sR 9392 (d It 9393 Q -- 09397 O vcr 000z °... avcv000z O v Sewer Entities �437 a City Private county Omer p • O O O Manhole 424 a �. Burke - ' z�e ' Erskine Dr. ° r 6--_.e- a s cleanout _.. l4f 9434 'PI 11�9436 248n 09d3] 2618 p9438 2i]n Y �9035 _ � SIVQr StStrandDr. ■ • • • Plug/Cap a vcv 6,oaa svcv6o6a avcv000z .vcvo ooz 9447 IG9n 9449 Z+I II 9450 261n 9452 2(dR 9453 - -{] © ® Lift Station ,avcv000z p. avcv000z ° ✓v:.aa n�; v^r=i6v7 p #....-0. sip 9465 ♦ 4 - Transition Levee Dr. ® interceptor ° 9486°. ® o Il o9494 7 4 g,} Meter 9492 1Aez r �o -' Fnarscourt Dr. �wr c 95oe 17h ssos- 2s4n -sslo =' Star Dr. Qg,01 f Cemudlo Protection (cP rAnoae Test saloons) p _vcv ouoes p vcv 000z <-:p 9518 254n 9519 - rsOn '9520- qn 9522- �64n 9524 123 Ent IrMex Number „9482 - o ° p p 542 -o ev.,voo. sues 000. vco uuo. a -0 •z y -°J Huntington Christian Manhole Depth i"Feet So9 Church School -- - Parcels C m O Buildings wax Opt=:m J J 9677 c 'Lapworth Cir. 9s7s t0 Parks I GO#courses m _ _ O J 09581 'z5n 11 p 82 251,n 9583 C O Schools n �u -� fives 66oa evcaa oao ° J 9599 City Facilities WNic Work6 Dep♦rrnwnt RD Grid" 7 a City Boundary � e o Dr- 9629 _.I j, 9630 P -- �� - Ullnu lTvision F.c ° Dragon Cir. EwMver s9 n ssaa -l�n 96`t 9645 101 r 9s46 VICIIIIt M8 m g ) P xs in t 445 446 447 �. 9681 �- c - 03 966d°{}O°96806 vcr - 10839 13ns Jura Dr. " m�- ono: � J a Chance Cir. . E 970 0 ©9707 9109 - tli spoils 0 0 09715 Y vc oo © NZ 9720 to �9]ls � V 4 _ = 455 456 " 4 O i m to Kite Dr. nanta 9]5] _!,R 9780 fiver c,.. 976. _sue 976? 41 9766 9769 - 9770. - O O O O - O ° I" ° 2(�I I1 c9]]? .4'I1 09]]3 :<In p9756 606_ . �rv6r6, _ �.v666� 6 n� 465 466 ho � o 11591'. Scotstoun Dr. pwgg ©. c C 1075D 09799 46 type fgBDt.. J t6M a W 10Z51j^ 22111i c rs so 112608 ° g _ Atlanta gggg Ave, Reporting District 456 9825 L J O 9852 9863 gg5q Oriontm p. a. 0 , EMA4/, 5/23/Zz i0uh. 0/2/22 SECTION A NOTICE INVITING ELECTRONIC BIDS for the construction of FY 2021/22 Sewer Lining Project CC No. 1694 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites electronic bids for the above stated project and will receive such bids prior to 11:00 AM on Thursday, June 7th, 2022, on the City's PlanetBids System Vendor Portal, at which time or thereafter bids will be opened and made available online. Bids received after this time will be considered non-responsive. Prospective bidders must first register as a vendor and then bid on this project via the City's PlanetBids System Vendor Portal website at: https://www.planetbids.com/t)ortaYt)ortal.cfm?CompanvID=15340 Copies of the bid documents, including instructions to bidders, bidder proposal form, and specifications may be downloaded free at: https://www.planetbids.com/t)ortaYportal.cfin?CompanvID=15340. Bidders must first register as a vendor on the City of Huntington Beach PlanetBids system to view and download the Contract Documents, to be added to the prospective bidders list, and to receive addendum notifications when issued. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California,which are available online at www.dir.ca.gov/DLSR and also on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct 5% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the Public Contract Code,Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. A-1 No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders as determined by the AGENCY. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. For electronic submittal of bids, the bid security must be received at the City of Huntington Beach Public Works Office, 2000 Main Street,no later than the bid opening date and time. The bid security must be submitted in a sealed envelope bearing the name and address of the bidder, and the outside of the envelope must read as follows: OFFICIAL BID SECURITY-DO NOT OPEN Project Name: FY 2021/22 Sewer Lining Project CC #: 1694 Bid Opening Date: June 7",2022 at 11:00 AM The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A, at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. All extension of unit prices will be subject to verification by the AGENCY. In case of a variation between the unit price and the extension, the unit price will govern. Project Description: The project consists primarily of lining existing sewer pipes based on maintenance history and video inspection. The scope of work for the project includes lining approximately 25,576 lineal feet of eight-inch aged sewer main lines in locations in the areas of the City identified as a priority this year. These locations would benefit from lining as the existing pipes are either scaled with calcium deposits from groundwater seepage through pipe and minor cracks and joints, or have joints intruded with tree roots from adjacent mature trees located on parkways. Additional items include grinding and re-opening approximately 686 service laterals and rehabilitating approximately 115 manholes as identified in Appendix 1. The contract shall allow the Contractor 80 working days to complete the contract. All questions related to this bid solicitation must be submitted through the City's PlanetBids System Vendor Portal per the information provided in the Instructions to Bidders. Any other contact to City staff regarding this bid solicitation will be referred back to the PlanetBids system. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 1st day of June 2021,by Resolution No. 2021-38. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH A-2 Switzer, Donna From: Sandra Campos <scampos@scng.com> Sent: Tuesday, May 24, 2022 11:21 AM To: Switzer, Donna Subject: Re: Request for Publication - CC No. 1649 FY 21/22 Sewer Lining Project - Group account# 5190751 Hello, Below is the proof for your review, please make sure all is correct. If it is not please send the corrections and I will send a new proof with your corrections. Once the proof is approved you need to write back, "approved, ready to publish as is" Your ad will be published just as it was approved. If you need to re-publish your previously approved notice we will need to charge you to re-publish. Cost$778.72 /Ad# 11538706 to publish in the Huntington Beach Wave on June 2, 2022 Thank you. PROOF: 1 _ -------________.___._... -_-____w___.____-- SECTION A NOT[CE INVITING ELECTRONIC BIIDS for the construction orf FY 2021M Sewer Lining Project CC No. 1694 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites electronic bids for the Bove stated project and vdill receive such bids prior to 11-00 AM on Thursday, June 7th, 2©22, on the City's PlanetB ids System Vendor Portal, t which time or thereafter bids will be opened and made available -online, Bids received after this time will be considered non-responsive. Prospective bidders rnust Irst i-egi ster as a vendor and then bid on this pproject via the City's Planet Bids SYstem Vendor Portal websiteat: 1TT s: `a�.r`�r�,w. Iarletrias.c_onv'pottcalt'partal.ctrn?�oml�anylL�=I5i4U -Copies of the bid docunTents: including instructions to bidders, bidder pproposal fori n, and sfecifications nig be downloaded free at: fTtt s:"wt^ y°:. lane tt��Cis.C:: , crtal' ortal.ctrn?Com pany IU= 1534V Bidders must first repist,l` ca:=. ,a vendor on the City of Huntington Beach Planet Bids system to vievy c! 'id down load the Contract Documents, to be -added to the prospecii e� - hl'Jiers list, and to receive addendum notificcitionswhen issued. -Any contract entered into pursuant to this notice will incorporate the provisions of the State L-:_:I>.r Cock,. PLII-SuatTt to the provisions of the Labor Code of the State :>r A li f4ri'ii a, the rriinimurn prevail tTg rate of per -diem wages for each :ra:,; icissific ition or type of viorkman needed to -execute the contract _ol-!II kkl those determined by the Director of Industrial California, which are available online twww.di r.ca.pov/L L_6rd and also on file at the Office of the Director of PublicWorks, 2CI00All,ciin treet, Huntington Beach, CA92648, The AGE NCY-",*Ml ",_. rot&r:;ionfrom all progress payments. The Contractor may sut stint- ;_ escr­vf holder surety of equal value to the retention in accc:`dc,nce ,S,'itl: the i.rovisicnsof tine Public Contract Code, Section 102t,3. The Conti:_,:_�or shca.i be b&nefidal owner of the surety and shalI receiv ariv The AGENCY hel,r Y �! fi,_FIWITiVely ensures that minority business enterprises-vrill be ciffrrlr:�-=f1 *ull r,,�P_ortunity to submit bids i n response to this notice and liscr.r7unatecl against on the basis of race, color, national oniiil. C;!��=�� 1ti `,�: s,ex, or relipiori in any consideration 40 fo - bid Shull be cc nsid it is preparedon the approved Proposal forms in conformances 11 the Instructions to Bidders as determined by the AGENCY. Trie bid -)e caccornponied by a certified check, cashiers check, or ; _3'_, J.T{i made i a�,able to the AGENCY for an mount no I--ss Th ail ' 'an`,courit bid 'For electronic Submittal of bids: the bid seri_rir:. �, . ;' ved :at 'file, City of Huntington Beach Public `,forks Street, no later than the bid opening date -and time. The hid ��7cu���. ,<<_�st be submitted in a sealed envelope bearing the t,an-,Ei -cs.. cf the bidder; and the outside of the nvelope n-r.Est rc JOFFICIAL 111D SEA NOT OPEN Project Nar'ras F r' t i ,: Lining Project ,Bid Opening Cx)ire: . s . g, 232 at 11:W AM 2 The successful bidder shall be licensed in accordance with provisionsof he Businessand Professions Code and shall possess State Contractors License Class A,at the time of the bid Open ill 9L The successful Contractor and his subcontractors will be required to Possess businesslicenses from the AGENCY. All extension of unit prices ill be subject to verification by the AGENCY. In case of a variation between the unit price and the extension, the uni t pri ce will govern. ProiecF Description: The proiect consists primarily of lining existing sewer pipes based on maintenance history and video inspection. The scope ofwork for the pro ect includes lining approximately 25,576lineal feet of eight-inch aged severer amain lines in locations in the areas of the City identi fied as a priority this year.These locations would benefit from lining as the existing pipes are either scaled with calci um deposits from groundwater seepage through pipe and minor cracks and ioints, or have ioints intruded with tree roots from adjacent mature trees located on parkways, dditional items include grindirip and re-opening approximately 6a6 service laterals and rehrobilitating approximately 115 manholes as identified in Appendix I. The contract shall allow the Contractor- 80working days to complete the contract. II questions related to this bid solicitation must be submitted through he City's PlanetBids Systern Vendor Portal per the information provided in the I nstructions to Bickers_ Any other contact to City staff regarding his bid solicitation will be referred back to the PlanetBids system. The AG ENCY reserves th& right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maxi mum period f 60 days. BY ORDER of the CITY ',0UNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, stdayofJuneA—KzIby Resolution No.=21- 36, ttest: /si Rob�,i Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH 1a)2ish.� Hur7tinotoi7 ri r7;I' ' r, Ju ni 7.W)9 11.5 M; Sandra Campos Sales Coordinator Orange County Register 1771 S. Lewis Street Anaheim,CA 92805 Main Line: 714-796-2209 Direct Line: 714-796-6748 Email: scamuos6Dscne.eom On Tue, May 24, 2022 at 10:45 AM Christine Gonzalez<caonzales@sen com>wrote: PLEASE NOTE 3 Community Paper Memorial Day Deadlines Publication Thursday June 2,2022 Submission Deadline 3pm,Wednesday May 25. Approvals and changes loam, Thursday May 26. OC Register Legal Advertising Sales Coordinator Chrissy Gonzalez 1771 S. Lewis St. Anaheim, CA 92805 714-796-6736 M-F 8:00 a.m. -4:30 p.m. Lunch 12 Noon to 1:00 p.m. Closed Sat. and Sun ---------- Forwarded rn:,ssage --------- From: Switzer, Donna <Donna.Switzerksurfcity-hb.org> Date: Moen, May 23, 2022 at 5:16 PM Subject: Request for Publication - CC No. 1649 FY 21/22 Sewer Lining Project - Group account# 5190751 To: Christine Gonzales <c onzales ,scng.com> Cc: Ferrigno, Andrew<AFerri nonsurfcity-hb.org> Hi Chrissy, Please publish the attached NIEB for CC No. 1694, in The Wave, on June 2, 2022. Thank you. Sincerely, DQvuY.a'Swx3e'Y, CMC Senior Deputy City Clerk-City of Huntington Beach 2000 Main Street-Huntington Beach,CA 92648 4 (714)374-1649 5 Huntington Beach Wave 1771 S.Lewis Street Anaheim,CA 92805 714-796-2209 5190751 HUNTINGTON BEACH, CITY OF PROOF OF PUBLICATION CITY CLERK DEPARTMENT 2000 MAIN ST Legal No. 0011538706 HUNTINGTON BEACH, CA 92648-2763 5ECT116N A NOTICE INVITING ELECTRONIC BEDS for the construction of FILE NO. NIEB for CC No. 1694 FY 2021=Sewer Lining Pmiect AFFIDAVIT OF PUBLICATION CC No.104 STATE OF CALIFORNIA, In the SS. CITY OF HUNTINGTON BEACH PUBLIC NOTICE Is HEREBY GIVEN that the CITY OF County of Orange HUNTINGTON BEACH, as AGENCY, invites electronic bids for the -above stated project and will receive such bids prior to 11:00 AM on Thursday.June 7th,2022,on the City's Planetoids System vendor Portal, at which time or thereafter bids will be opened and made available online. Bids received after this time will be considered nonresponsive. Prou*ctive bidders must first register as a vendor and then bid on this I am a citizen of the United States and a resident of the proiedvlat plone1bids.anet ids 5y_stenlalena_Compp*riylDsli53o hYtpS;/Cwww_planetb�as. rta aorta.o<fm_ - County aforesaid; I am over the age of eighteen years,and ,dies of the bid documents, including Instructions to bidders, bidder not a party to or interested in the above entitled matter. I roposal fornb and specifications may be downloaded free af: am the principal clerk of the Huntington Beach Wave, a Bidde+rs�wi7lus first regi ter as a vendor onor ithe Ccf ity Cof Huntington Beach newspaper that has been adjudged to be a newspaper of Planetoids system to view and download the Contract Documents, to be general circulation by the Superior Court of the County of ottiificat onswhe Issued. bidders list, and to receive addendum Orange, State of California, on July 1, 1998, Case No. Any contract entered into pursuant to this notice will incorporate the A-185906 in and for the City of Huntington Beach, County provislons of the State Labor code. Pursuant to the provisions of the Labor Code of the state of California,the minimum prevailing rat*of per of Orange, State of California; that the notice, of which the diem wages for each craft,classification or type of workman needed to execute the contract shall be those determined by the Director of annexed is a true printed copy, has been published in Industrial,Relat�ioqng of the State of California,which are available online each regular and entire issue of said newspaper and not in -at blwic Works 4000Main Stre t,Huntington Beaach,Office af the Director of any supplement thereof on the following dates, to wit: 'The AGENCY will deduct 5%retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the 06/02/2022 retention in otcordance with line provisions of the Public Contract Code, Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmativeW ensures that minority buslnew enterprises will be atforded full opportunity to submit bids in response to this notice and will not be discrlmincited a44oinst on the basis of race, color, national origin, ancestry, sex, or religlon in any consideration leading to the award of contract. I certify(or declare) under the penalty of perjury under the No bid shall he considered unless it is prepared an the approved Proposal laws of the State of California that the foregoing is true forms in conformance with the Instructions.to Bidders as determined by and correct: the AGENCY. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an *mount no less than 10%of the amount bid- Far electronic submittal of bids, the bid security must be recefved at the City of Huntington Beach Executed at Anaheim, Orange County, California, on Public Works Office,20M Amin Street, no later than the bid opening date and time. The bid security must be Submitted in a sealed envelope Date: June 02, 2022. bearing the name and address of the bidder, and the outside of the envelope must read as follows; OFFICIAL BiDSECURITY-DO NOT OPEN Prolect:Name-FY 2d11122 Sewer Lining Prelect CC#.,1694 Bid Opening Date.June 7th,2622 at 11:00 AM The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall Possess a State Contractor's License Class A,at the time of the bid opening. Signature The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. All extension of unit prices will be subject to verification by the AGENCY. In case of a variation between the unit price and the extension,the unit prieewill govern. Protect Description : The project consists primarily of lining existing sewer pipes based on maintenance history and video Inspection. The scope of work for the project includes lining approximately 2s.576 (meal r.LP1-17115/18 feet of ei m-inch ages sewer roam sines in iocaTians in me areas oT me City ident fied as o priority this year.These locations would benefit from lining as the existing pipes are either scaled with colClum deposits from 7 roundwater seepage through pi and minor cracks and joints,or have oints intruded with tree roots from adjacent mature trees located on Parkways. .Additioatal items include grinding and re-opening approximately 686 service laterals and rehabilitating approximately 115 manholes os identified in Appendix 1. The contract shall alloy the Contractor SQ working days to complete the Contract. All questions related to this bid solicitation must be submitted through the City's PlanetBlds System Vendor Portal per the information provided in the Instructions to Bidders_ Any other contact to City staff regarding this bite solicitation will be referred back to the PlonetBids system. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days, BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH,CALIFORNIA, theist day of June 2P1,by Resolution No.2021- 38.. Attest; IV Robin Estonislou CITY CLERIC OF THE CITY OF HUNTINGTON BEACH Publish. Huntington Beach Wave June 2,2022 11538706 UP1-12/15/16 2 UNSUCCESSFUL BIDS CC No. 1694 FY 2021 -2022 Sewer Lining Project SECTION C PROPOSAL for the construction of FY 2021122 SEWER LINING PROJECT CC No. 1694 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Electronic Bids, the undersigned hereby proposes and agrees to perform all the work therein described,and to furnish all labor,material, equipment and incident insurance necessary therefor,in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award,BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses,taxes,royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date, If at such time the contract is not awarded,the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If. awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option,be considered null and void. Accompanying this proposal of bid,find a bidder's bond in.the amount of 10% which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Electronic Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check",or"Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any; Addenda No. Date Received Bidder's Signature N/A C-2 SECTION C PROJECT BID SCHEDULE A FY 2I/22 SEWER LINING PROJECT CC1694 BID ITEMS I#eID 8W � # lJ + QI�My��t r<^fiisa' A,. 1 Mobilization and Demobilization 1 LS $ 2,500.00 $ 2,500.00 2 NOT USED 3 Construction Traffic Control 1 LS S 15,500.00 $15,500.00 4 Cleaning and closed Circuit Television Inspection of 8-inch sewer main per specifications section 500-3.3 and 500-3.4 25,576 LF $2.00 $51,152.00 5 Cleaning and Closed Circuit Television Inspection of 12-inch sewer main per specifications section 500-3.3 and 500-3.4 11 LF $15.00 $ 165.00 6 Install Liner within 8-inch Sewer Main and Post Video 27.00 690,552.00 Inspection of 8-inch sewer main. 25,576 LF $ $ 7 Install Liner within 12-inch sewer main and Post Video Inspection of 12"sewer main 11 LF $ 465.00 $ 5,115.00 8 Grind and Re-open Sewer Service Lateral 684 FA $ 139.00 $ 95,076.00 9 Manhole Rehabilitation(Depth 8-feet') 115 EA $ 1,783.00 $ 205,045.00 10 Install Manhole Liner on Manholes Previously Adjusted to Grade(2-4-inch Lining) 25 EA $416.00 $ 10,400.00 Calcium or Root Removal in 8-inch Sewer Main,Heavy 11 Cleaning,Restoration of the Pipeline to 95%of Original Diameter. 19,182 LF $ 5.00 $ 95,910.00 Calcium or root removal in 12-inch sewer main, Heavy 12 Cleaning, restoration of the pipeline to 95%of original diameter. 11 LF $ 324.00 $ 3,564.00 TOTAL BID AMOUNT (BASIS OF AWARD)—SCHEDULE A $ 1,174,979.00 TOTAL BID AMOUNT IN WORDS: One Million One Hundred Seventy Four Thousand Nine Hundred Seventy Nine Dollars and Zero Cents Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 LIST OF SUBCONTRACTORS In accordance with. Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name:and Address of State class DIR PWC Dollar %of Item(s) Subcontractor License Registration# Amount Contract Number 4, 5, 11, & Pipe-Tec 987784 A 1000006547 $137,724.00 11.7% 12 5103 Elton Street Baldwin Park, CA 91706 9 & 10 Ayalla Engineering, Inc. 959385 C-33 1000005012 $199,375.00 17% 8482 E. Meadowridge St. Anaheim, CA 92808 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 6 7 202 at Chesterfield ,MO Date City State WhittnPySch,j1tP , being first duly sworn, deposes and says that he or she is Contracting&Attesting Officer of Insituform Technologies, LLC the party making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true; and,further,that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation,partnership, company association, organization,bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Insituform Technologies, LLC Name of Bidder Signature of Bid r Whittney Schulte, Contracting &Attesting Officer 580 Goddard Avenue, Chesterfield, MO 63005 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2021/22 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title S, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiarwith the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Insituform Technologies, LLC Contractor By Whittney Schulte, Contracting &Attesting Officer Title Date: June 7, 2022 C-s DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162,the Bidder shall complete,under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes Lt No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. c-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code,each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Ynsituform Technologies, I I C Contractor '114za�--�-'--' I- By Whittney Schulte,Contracting &Attesdng Officer Title Date: June 7, 2022 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Insituform Technologies, LLC Bidder Name 580 Goddard Avenue Business Address C'hPCtPrfidrJ, Mn 63001; City, State Zip (636 ) 530-8000 WSchulte@Aegion.com Telephone Number Email Address 758411 A State Contractor's License No. and Class 1/26/1995 Original Date Issued 7/31/2022 Expiration Date The work site and video CCTV footage of existing sewer lines were inspected by of our office on May 31,202;?. Kill The following are persons, firms, and corporations having a principal interest in this proposal: Please see attached The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Insituform Technologies LLC Company Name Signature of Bidder Whittney Schulte, Contracting &Attesting Officer Printed or Typed Signature C-s NOTARY CERTIFICATE Subscribed and sworn to before me this 7 day of June , 2022 . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Missouri ) County of Saint louis } On June 7 2022 before me, Diane Partridge Month, Day, and Year Insert Name and Title of Notary personally appeared Whittney Schulte Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. DIANE PARTRIDGE WITNESS my hand and official seal, t4 se,, 5t u Cout*yy My Cow+ExpMes: Juty S,2424 Coma i&a p i 266SS1 t Signature Signature of Notary Publi (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1 Please see attached Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description.to show similar work: 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. I. David Bibayan, PE Name of proposed Project Manager Telephone No. of proposed Project Manager:. (949) 939-2979 City of Thousand Oaks;Wastewater Pipe&MH Lining$812,431.00-8", 10",&12"x 13,243 LF CIPP 9/3/2019 Project Name&Contract Amount Type of Work Date Completed LACSD;Gardena Pump Station Trunk Sewer Rehab$2,908,237-10", 15",18",21",&24"x 11,508 LF CIPP 10/13/20 Project Name & Contract Amount Type of Work Date Completed Ojai Valley Sanitation District;2020 Sewer Main Rehab$413,476-8"&10"x 12,250 LF CIPP 8/12/2020 Project Name & Contract Amount Type of Work Date Completed 2. Raul Ruiz Name of proposed Superintendent Telephone No. of proposed Superintendent: (562)413-1617 City of Thousand Oaks;Wastewater Pipe&MH Lining$812,431.00-8", 10",&12"x 13,243 LF CIPP 9/3/2019 Project Name& Contract Amount Type of Work .Date Completed LACSD;Gardena Pump Station Trunk Sewer Rehab$2,908,237-10", 15",18",21",&24"x 11,508 LF CIPP 10/13/20 Project Name&Contract Amount Type of Work Date Completed Ojai Valley Sanitation District;2020 Sewer Main Rehab$413,476-8"&10"x 12,250 LF CIPP 8/12/2020 Project Name&Contract Amount Type of Work Date Completed C-11 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)),passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations(DIR).Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet 6.30.14.pdf DIR's Contractor Registration Link—Call(844) 522-6734 https://efiling_dir.ca.gov/P WCRJActionServlet?action=displayP WCRegistrationForm DIR's Contractor Registration searchable database: bttps:Hefiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Tnsittiform TerhnologiPsO I I C Contractor By WSrhi dfPQAPginn rnm Email Whittney Srhi dfp ontrarfing 1ti AttPSting OffirPr Title Date: __June 7., 2022 PWC Registration#: 1000009689 C-tz i ��1 i Document 1t�T,� — 2010 Bid Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place of business) This document has INSITUFORM TECHNOLOGIES,LLC Travelers Casualty And Surety Company Of important legal 580 Goddard.Avenue America consequences. Chesterfield MO 63005 One Tower Square Consultation with an r attorney is encouraged Hartford,CT 06103 with respect to its OWNER: completion or (Name,legal status and address) Mail Notices To: modification. City of Huntington Beach Travelers tt .Surety Claim Dept. Any singular reference to 20000 Main Street Contractor,Surety, Hartford,CT6183 Huntington Beach,CA 92648 One Tower S Square 2S1A Owner,or other party shall be considered plural where applicable. BOND AMOUNT: Ten Percent of the Amount Bid..............---•dollars($10%of Amount Bid) PROJECT:FY 2020-2022 Sewer Lining Project;CC No.1694 (.'Name,location or address,and Project number,if any. The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference, not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been fumished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Sign d this 07th dayi Fivne,2022. r a XNSMFORM TECNnOtOG7ES,LLC (Frinvpal) _ l3ealT (True) WhittneyScJru ,contracting&attesting otlrcer Travelers C ntnnanv ofAmeikca lg,,,gty) (tea/ (sea►) (witness)rChristina A Celotta,witness (Tice)Andrew P.'rlwme,atYnrney-In-fact Ink AIA Document A3107m—2010.Copyright 01963,1970 and 2010 by The American Tnstitute of Architects.All rights reserved.WARNING: rh AIA lea €no nt ky protpr-ted by U-S.copyright Law and In er ationai Treaties una tno :zc,d reprcducuar o'distr:bst+on of thisAIh i3acu.+rfen;.or any port;oa of'ii, may re.,u+t in ssv--e civil and c,im+ra[ e.._n.Y.,e,>,yrJ(P silt be Wros+:Cate1 eo the naaxirnum extent p.�_siHe under. t.p*a.' Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American tnstitute of Architects'legal counsel,copyright0aia,ora. 061110 I CALIFORNIA ALL-PURPOSE I CERTIFICATE OF ACKNOWLEDGMENT Missouri t State of C- ia i County of St.Louis t i I On .June 07,2022 before time, Christina A.Culotta Notary Public— fI (Herc insert name and title of the officer) personally appeared Andrew P.Thorne Attorney-in-Fact r who proved to me on the,basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ics),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of t which the person(s)acted,executed the instrument. i I I certify under PENALTY OF PERJURY under the taws of the State of California that the foregoing paragraph i is trite and connect. CHRISTINA A.CULOTTA NOTARY PUBLIC-NOTARY SEAT. STATE OF MISSOURI I WITNESS my hand and official seal. COMMISSIONED FOR ST.LbUIS COUNTY MY COMMISSION EXPIRES AUG.05,2023 IC?#/93 t 3442 (Notary Seal) I Signature,of Notary Public Christina A.Culotta,Notary Public 1 1 ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM AnT ackmeirleagorunt complered in California must contain rerbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the nolart,section or a separate acdnotvledgrnent jwnr must be I properly contpielecl arrd attached to thur doctnnent. The only inception is if a I Bid Bond docinnery is io be recorded outside of California In sitch instatices,arm,ahernatire t ^{'ritftp or description of attached document) verbiage verbiage as mco,be primed on such a document so long as the verbiage does not require the notary to do sontethimg that is illegal for a notary in California(i.e. cerrif ing the awhortced calwcity of the signer). Please check the document care(idly far proper notarial wording and attach this jorne if reynired. (Tilta or description of attached document continued) t r Number of Pa es 1 Document DateeJune o7,2022 • State and County information must be the State and County Borgne the document $ �— signer(s)lx:rxanafiy appeared br:fare the notary public for acknowledgment. I Date of notarization must be the date that the signer(s)personally appeared which Travelers Casualty and Sug ty Company of America must also be die saute date the acknowledgment is completed (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your till,(notary public). Print the nanic(s)of document signcr(s)who personally appear at the time of j notarization, CAPACITY CLAIMED BY THE SIGNER • indicate the correct singular or plural forms by crossing off incorrect forms(i.e. �t ( iielsht itl32}—is Iafe)or circling the correct farms.failure t0 correctly indicate this ❑ Individual(s) infonuanon may lead to rejection of docurnent recording, i ❑ Corporate Officer The notary seal impression must be clear and photographically reproducible. Impmssion must not cover text or lines. if seat impression smudges,re-seal if t (m'itic) sufficient area pernuts;otherwise complete a different acknowledgment form. r i • Signuture or the notary public must match thte signature oh file With the Office of I; ❑ Partner(s) the county clerk_ IIII ® Attorney-in-Fact 0.- Additional information is not required but could help to ensure this Q Trustee(s) acknowledgment is not misused or attached to a different document, ❑ Other — •, Indicate tide or type of attached document,number or pages and date. fi Indicate the capacity claimed by ilia signer.if the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CPO,Seerctuy). • Securely attach this document to tine signed document 200SVersioiiCAPAv12,100780"73-9865 www.NctmyCiassesxom State of Missouri County of St.Louis On 06/07/2022, before me, a Notary Public in and for said County and. State, residing therein, duly commissioned and sworn, personally appeared Andrew P. Thome known to me to be Attorney-in- Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. CtA G Nt%le�-� Christina A. Culotta,Notary Public CHRISTINA A.CULOTTA NOTARY PUBLIC NOTARY SEAL STATE OF MISSOURI COMMISSIONED FOR ST.LOU+S COUNTY MY COMMISSION EXPIRES AUG.05,2023 My Commission Expires: ID#19313442 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint ANDREW P THOME of CHESTERFIELD , Missouri , their true and lawful Attomey(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. iN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed,this 21st day of April, 2021. • ai FA Wp L'±t 0 State of Connecticut f By: _ City of Hartford ss. Robert L.Rane , enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as'a-duly authorized officer_ rrr A-, 'If, IN WITNESS WHEREOF,I hereunto set my hand and official seal. *" s n aornr+v My Commission expires the 30th day of June,2026 '* r r lzaV Anna P.Nowik,Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President,any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seat, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in- Fad for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seat shall be valid and blinding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which remains in full force and effect. Dated this07th day,of June 2022 . , Kevin-E.Hughes,Assi tart Secretary To verify the auftrenbkity ofdixs Power ofAttorney,please ca//us at i-W"21-3880. Please referto the above-named Ahdomey(s)-in-Factand the detw7softhe bond to which MisPiawerofAttorney irs atlached i i I ! CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of tRMW Missouri County of St. Louis i (� ,� Diane.Partridge, Notary Public On— '—t—�-l= — before me, , inScrt name and title of the othcer i personally appeared Whittney Schulte,Contracting&Attesting Officer who proved to me on the basis of satisfactory evidence to be the person(s)whose names)is/as subscribed to the.within instrument and acknowledged to me that Wshe/thW executed the same inAWher/tkgk authorized capacity(ies),and that by;hWher/tltmtsiguature(s)on the instrument the person(s),or the entity upon behalf of which the persons)acted,executed the instrument. I certify underPENALTY OF PERJURY under the laws of the State of California that the foregoing. paragraph is true and correct. D"E PARTRIDGE 040"Pubft-Notary Seat STATE OF WSSMIM ' St LouisCountyW iT1ESS y d and official seal. N,y cat,Expo": Julya,2024 Ctxnrt+ission>I 12O r 1 j A (Nafary seat) Signature ofNotary Public ADDITIONAL OPTIONAL INFORMATION j INSTRUCTIONS FOR COMPLETING THIS FORM DESCRIPTION OF THE ATTACHED DOCUMENT Any acbwndedgnunt completed to CakGram must eoiddtn verhiaga emetty ar appeot;r above in the notary section or a reparate ac4nowtedgmeat form moat be property completed and attached to that document. The only ezcapdon&((a doctuareit Is to be retarded omwde offal forma Jn such huftmc s.any attemative (Title or description of attached document} acknowledgment wrbioge at duty be prided on such a dotsanent so laag at rho verbiage don not require the notary ur do somedung that It(Hegel for a notary In Cotifornto 0.a.ce 1ohtg the authorized capacity of the signer).Pleare check the (Title or description ofatfachrd document continued} docament notarial warding and attach thisjorm frequired. Number;of Pages Documcnt Date State and County xaformation mustbe the State and County where the document signer(t)personally appeared before the notary public for acknowledgment 11 • Data of notarization must be the dais that the signer(s)personally appeared A too information) —'—��- which must also be the same date the acknowledgment is completed. 71ue notary public mast print his or her name as it appears within his or her commission followed by a comma and then your taro(notary public). • Print the neac(s)of document aignw(e)who personalty appear at the time of CAPACITY CLAIMED BY THE SIGNER notarization. 9 r-7 • indicate tho correct siagufarorplural fan=by crossing off incorroct forms V.& 1 { Individual(s) he rnhrRboy;is/—)or circling the...—Ata.ma.Failo.e w—fly iv u..re t this information may lead to maeetlao of document recording, t Corporate Officer • The notary seat impression must be clear and Photographically reprodreiblc. Impression Must not cover text or lieou.If seal impfcWtio mltitdg%"-seal if a }( sufliexeat arru parmitt,otherwise complete a Aifrerenracxatourledgtoata form. I (Title) . Signature of the rectory public most match the signature on file with the office of Partner(s) the county ctmk Attomey-in-Fact o,Additional informdim is not requimd but could holy to ensure this admowledameat ire tat released or attached to different document. Trustees) ••s Indicate NNtille or type of attached document.number of penes nod date. Od1e. +S Indicate the capacity alsimed by the signer.if the claimed rapacity is a corporate officer.indicate the title 0.e.CEO,CFO,Secr try). • Securely attach(bier document to rho aigaad document {{ 4 i 2008 Version CAPA vi2.10.07 800.M9863 www.NotaryCLasses.com 1 1 3� I S-4067IGE W9 XDP i { 580 Goddard Avenue Chesterfield,MO 63005 Fmi Phone: (636)530-8000 AEGION Vrnsijum_ Fax: (636}gion.c m! 1, www.aegion.com Stronger.Safer.Infrastructure. INSITUFORM TECHNOLOGIES,LLC PRESIDENT APPONTMENT OF CONTRACTING AND ATTESTING OFFICERS The undersigned,being the President of Insituform Technologies,LLC,a Delaware Limited Liability Company(the"Company"),and pursuant to the authority set forth in the Limited Liability Company Operating Agreement of the Company,hereby determines that: I. Christlanda Adkins,Janet Hass,Jana Lause,Diane Partridge, Whinny Schulte,and Ursula Youngblood are appointed as Contracting and Attesting Officers of the Company,each with the authority, individually and in the absence of the others,subject to the control of the Board of Managers of the Company,to: (i)certify and attest to the signature of any officer of the Company;(ii)enter into and bind the Company to perform pipeline rehabilitation activities of the Company and all matters related thereto,including the maintenance of one or more offices and facilities of the Company;(iii)execute and to deliver documents on behalf of the Company;and (iv)take such other action as is or may be necessary and appropriate to carry out the project, activities and work of the Company. 2. Any person previously appointed or serving as a Contracting and Attesting Officer of the Company prior to the date hereof and who is not named above is hereby removed from any such appointment. Dated: March 25,2022 Butt M. K President A E G I O N Qtndtuform Stronger.Safer.infrastructure: INSUITUFORM TECHNOLOGIES,LLC BOARD OF MANAGERS AND OFFICERS (Current as of March 22,2022) BOARD OF MANAGERS Robert Tullman Member,Board of Managers Monta M. Bolles Member,Board of Managers Timothy J. Gallagher Member,Board of Managers OFFICERS Name Office Burt M.Keating President Ralph E.Western Chief Technology Officer Timothy J. Gallagher Executive Vice President&Chief Financial Officer Monta M.Bolles Executive Vice President,Chief Legal Officer,Chief HR Officer &Secretary Kent W.Bartholomew Sr.Vice President&Assistant Secretary John L.Heggemann Sr.Vice President Donald E. Hake Sr.Vice President&Treasurer Dennis Pivin Vice President—Safety CONTRACTING�hTP ATTESTT�' OFFIECERS Christlanda Adkins Gina Gurrieri Janet Hass Jana Lause Diane Partridge Whittney Schulte Ursula Youngblood Business Address for Board of Managers and Officers: 580 Goddard Avenue Chesterfield,MO 63005 CityHuntingtonof Beach Additional CIPP Experience a • (6)Insitufarm- 1/1 Last Refresh Date:05 31-2022 Contract Qualification Closed Projects ( 2013 - Present ) - Parameter Summary Company 00200;00190 - Owner ProjectProject Material Family. Project Manager: Customer Address Book Number Owner Address Book Number Revenue Stream Code Value Range Project Value Bid Proposal Date: Project Closed Date, 05-31-2017 05-31-2022 I3 � �s 1 I:3>> ..T. \ \�n�� ... ,.»3:�n�3 .. 1�..�....::...�3� �......:: .....�. .: ........ .,.�.1 ll tufo m, 1/1 Last Refresh Date:05-31-2022 Contract Qualification Closed Projects ( 2013 - Present ) - Summary 14,190 0 27,552 0 01 0 0 0 55 41,797 4,890 124,968 0 20,049 0 0 0 0 983 14,283 160,283 t 34,245 0 1,665 0 0 0 0 0 0 35,910 34,166 0 1,985 0 0 5,507 0 0 0 41,658 88 0 0 0 0 0 0 0 0 88 14,938 0 300 0: 0 0 0 516 0 15,754 932 0' 0' 0 0 385 0 0 0 1,317' 11,188 0 0 01 0' 0 0 1,736 0! 12,924 20 168 0 0 0 95' 481 0 0 0' 744 21 8,382 0 0' 0 0' 0 0 540 0 8,922 24 27,950 0 0 0 0 13,476' 0 3,166 0 44,592 27 5,899 0 0 0 0 0 0 0 0 5,899 30 14,241 0 0 0 0 0 0 430 0! 14,671 2,223 0 0 0 0. 0_ 0 167 0 2,390 5,855 0 0 0 0 0. 0 128 0 5,983 8,370 0 0 0. 0. 0> 0 0 0 8,370 3,409 0 0 0 0 01 0 825 0 4,234 1,500 0 0 0 0 0 0 0 0 1,500 2,214I 0 0 0' 0 0 0 1,259 0 3,473 0 0. 0. 0 0 0 0 70 0 70 .t 250 0 0 0 0, 0 0 0 0 250 70 0 0 01 0 0' 01 0 0 70 112 0 0' 0 0 0' 0 516; 0 628 . 0 0 0 116 0 0 0 0 0 116 0 165 0 0 0 0 0 _ 0 0 165 315,358' 165' 51,551 ' 116 95' 19,849' 0 10,336 14,338! 411,808 insetu V1m 1/62 Last Refresh Date:05-31-2022 Contract Qualification Closed Projects ( 2013 - Present ) - Detail Project JDE Job Number Project Description Status Contract 190799 Sub MAGGIORA&GHILOTTI,INC. MILLER AVE.-MILL VALLEY,CA JC $427,321 $401,759 Rizo,Roberto J 04-21-2016 12-OB-2017 93! 1,778 0 1.871 ! 83' 1 833 .... 0 0 _ 833 • 2,191 0 0 2,191 Maggiore&Ghilotti Inc-San Rafael, 430 0 0 430' CA City of Mill Valley,CA - 555 Du Bois Street 26 Corte Madera Avenue#94941 646 0 0 646 Marin Marin .. 4,193 1,778 0 5,971 San Rafael CA 94901-3965 Mill Valley CA 94941-1830 +1 415 4598640 +1 415 3884033 Project Final I � � Contract Project Description Status Contract Value Amount 190802 Prime GRASS VALLEY,CA-No.14-09 CDBG-CONTRACT#16-10 J�C $1,618,265 $1,003,204 Project Manager •_ ._ �Yiiti Rizo,Roberto J 06-14-2016 01-02-2018 180 0 0 180 4 _ 1 288 0 0 288 • __ 0 _0 2,137 _ 2,137 City of Grass Valley,CA City of Grass Valley,CA 468 0 2,137 2,605 125 E Main Street 125 E Main Street Nevada Nevada Grass Valley CA 95945-6505 Grass Valley CA 95945-6505 +1 530 2744399 +1 530 2744399 ' IEl+r7itf+tifarm. 2/62 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role �oject Description Status Contract Value Amount 190803 Prime NAPA SANITATION DIST-CIP 17705 SOSCO/SOSA TRUNK REHAB JC $1,088,300 $1,231,066 Rizo,Roberto J 03-28-2017 11-OB-2017 1,500 0 1,500 2 . . 1,500 0 1,500 Napa Sanitation District-Napa, Napa Sanitation District-Napa, CA,Hartle CA,Hartle 935 Hartle Court 935 Hartle Court Napa Napa Napa CA 94558 Napa CA 94558 +1 707 2586000 +1 707 2586000 JDE Job Number .I I DescriptionProjectFinal Contract 190804 Prime DUBLIN SAN RAMON SVCS DIST. DUBLIN TRUNK SWR(CIP 16-S021) JC $5,541,630 $5,482,863 Rizo,Roberto J 04-20-2017 04-27-2018 249 240 0 489 0 0 0' 0', 0 s - • - . 2,945 0 0 2,945 Dublin San Ramon Services District- Dublin San Ramon Services District- 200 0 0 200 Dublin,CA Dublin,CA 7051 Dublin Boulevard 7051 Dublin Boulevard 2,973 0 0 2,973 Alameda Alameda . _ 6,367 240 0 6,607 Dublin CA 94568-3080 Dublin CA 94568-3080 +1 925 5517230 +1 925 5517230 Insitufarm. 3/62 Last Refresh Date:05-31-2022 � - MN Project .. . 190805 Prime SANTA ROSA,CA- #C01944-2016 SWR MAIN LINING MH&LATERALS JC $2,792,000 $2,777,444 Project Manager Bibayan,Fariborz D 05-17-2017 12-12-2019 443 0 443 ! 10 • 35 0 35 • • 1,207 0 1,207 City of Santa Rosa,CA City of Santa Rosa,CA 2,701 0 2,701 69 Stony Circle 69 Stony Circle Sonoma Sonoma 320 0 320 Santa Rosa CA 95401-9506 Santa Rosa CA 95401-9506 976: p 976 _.._.... +1 707 5433930 +1 707 5433930 . - 5,682 0 5,682 roject Final Contract .. sStatus Contract Value 190806 Prime LOS ALTOS,CA #WW010517 1 CIPP CORROSION REHAB PROJECT JC $409,486 $402.773 Project Manager Ganesan,Sethuraman 04-13-2017 11-03-2017 ' 0' 650 7' IWM650 650' • City of Los Altos,CA City of Los Altos,CA 1 N San Antonio Road 1 N San Antonio Road Santa Clara Santa Clara Los Altos CA 94022-3000 Los Altos CA 94022-3000 +1 650 9472700 +1 650 9472700 (UG I tsiftulat m• 4/62 4"v , Last Refresh Date:05-31-2022 Project '. Project Description Status Contract Value Amount 190807 Prime STOCKTON,CA-BLACK OAK PUE REHAB PROJECT No.M152002 JC $1,702,029 $1,756,725 Project Manager :. •. i� Camacho,Bernie 04-06-2017 05-21-2018 34 34 0 1 3,410 3,410 • • _ 264 2641 City of Stockton,CA City of Stockton,CA . . 3,708 3,708 2500 Navy Drive 2500 Navy Drive San Joaquin San Joaquin Stockton CA 95206-1147 Stockton CA 95206-1147 +1 209 9378718 +1 209 9378718 Descriptionroject Final Contract Project 190810 Prime NORTH TAHOE PUD TAHOE VISTA SE1-024 TO SE1-021 JC $66,450 $64,525 Project Manager Miller,Daren A 11-02-2017 01-08-2018 829 0 829 5 • - 829 0 829 North Tahoe Public Utilities District- North Tahoe Public Utilities District- Tahoe Vista,CA Tahoe Vista,CA 875 National Ave 875 National Ave Placer Placer Tahoe Vista CA 96148-0139 Tahoe Vista CA 96148-0139 +1 530 5464212 +1 530 5464212 U&I bit1 ,fo 5/ ,, i �Eit t f Last Refresh Date:OS-31-2022 2 Final Contract ! .. •. Projec1 DescriptionContract Value Amount', 190811 Sub SCHULTZ INDUSTRIAL SERVICES ANDEAVOR MARTINEZ REFINERY JC $116,880 $120,192 • Manager �'�' WifiiY fi•iliiiii � • i Padilla,Adrian Miguel 02-01-2018 05-25-2018 185 185 0 w 185 185' • Brinderson Engineers&Constructors- Andeavor-(Tesoro)-Martinez,CA- Bakersfield,CA Golden Eagle Refinery 4550 California Avenue 150 Solano Way Suite 700 Contra Costa Kern Martinez CA 94553 +1 661 3770343 +1 925 2281220 Project Final Contract:: ! Description190813 Prime SOUTH PLACER MUNICIPAL UTILITY SPMUD PIPE LINER PROGRAM 2018 JC $344.002 $348,448 Project Manager Bid Date Project Close Date Bibayan,Fariborz D 02-15-2018 06-05-2018 306 0 306 14 401 ! 0 401 ' • 4,828 0 4,828'. South Placer Municipal Utility District- South Placer Municipal Utility District- 5,535 0 5,535 Loomis,CA Loomis,CA 3671 Taylor Road 3671 Taylor Road Placer Placer Loomis CA 95650 Loomis CA 95650 +1 916 6525877 +1 916 6525877 IrFs 4ufarm. 6/62 1� Last Refresh Date:OS 31 2022 Project Final Contract r Project Description Status Contract Value Amount', 190814 Prime GILROY�,CA-#17-PW-235 SWR REHAB �FIRST STREET JC $221.805 $242,643 Project Manager Bibayan,Fariborz D 01-31-2018 08-30-2018 2,959 0 2,959 16 .. 2,959 0 2,959 City of Gilroy,CA City of Gilroy,CA 613 Old Gilroy Street 613 Old Gilroy Street Santa Clara ;Santa Clara Gilroy CA 95020 Gilroy CA 95020 +1 408 8460271 +1 408 8460271 Project Final Contract! Project DescriptionContract Value Amount 190815 Prime QUAM CONST.CO,-REDDING,CA CITY OF REDDING-GARDEN TRACT JC $1,127,963 $1.183,591 Project . Bibayan,Fariborz D 02-08-2018 08-03-2019 01 7,750 0 7,750 531 • 7,743 407 0 8,150 • • 6 1,260 0 0 1,260 City of Redding,CA City of Redding,CA 1,829 0 0 1,829 20055 Viking Way,Bldg 3 20055 Viking Way,Bldg 3 746 0 0 746 20055 Viking Way Building 3 20055 Viking Way Building 3 Bldg 3 Bldg 3 3,121 0 0 3,121 Shasta Shasta Redding CA 96003 Redding CA 96003 • - 14,699 8,157 0 22,856 +1 530 2246069 +1 530 2246069 Iw l Vf m• 7/62 Last Refresh Date:05-31-2022 Project Final.. • . . . �.• ContractAmount 190816 Sub QUAM CONST.CO,-ARCATA,CA SAN SWR INFILTRATION REDUCTION JC $1,612,558 $1,632,056 Project Manager :. •. •. Padilla,Adrian Miguel 05-01-2018 09-27-2019 9,400 11,168 0 20,568 552 1,063 3,013 0 4,076 • , 886 1,665 0 2,551 Quam Construction-Willmar,MN City of Arcata,CA 1,479 1,985 0 3,464 4411 First Ave.W. 736 F Street Kandiyohi Humboldt 468 300 0 768 Willmar MN 56201 Arcata CA 95521-6211 13,296 18,131 0 31,427 +1 320 2353344 +1 707 8225951 Project Final Contract' • .. Project Description 190817 Prime MERCER-FRASER CO.,EUREKA,CA 3RD&Y BASIN REHAB. JC $433,855 $334,232 Project Manager Bibayan,Fariborz D 03-15-2018 !08-24-2018 0 1,698 0 1,698 65' 0 1,360 0 1,360 • 305 0 0 305 City of Eureka,CA City of Eureka,CA 1,294 0 0 1.294 531 K Street 531 K Street lHumboldt Humboldt 1,599 3,058 0 4,657 Eureka CA 95501 Eureka CA 95501 +1 707 4414183 +1 707 4414183 U66 I •s fa �,,+��f�• 8/62 Last Refresh Date:05-31-2022 IProject r .. m1p.-jectr- p Contract Contract 190818 Prime TUOLUMNE UTIL.DIST.2018,SONORA 2018 CIPP SEWER REHAB PROJECT JC $198,902 $198,902 Project Manager Bibayan,Fariborz D 09-07-2018 !11-09-2018 2,490 2,490 0 88 88 •VIRZI 2,578 2,578'. Tuolumne Utilities District-Sonora,CA Tuolumne Utilities District-Sonora,CA 18885 Nugget Blvd 18885 Nugget Blvd PO Box 3728 PO Box 3728 Tuolumne Tuolumne Sonora CA 95370-3728 Sonora CA 95370-3728 +1 +1 Project ma ontract Contract Value Amount 190819 Prime LANGTTR��Y FARMS,LLC,MIDDLETOWN DETERT LAKE DAM OUTLET REPAIR JC $320,300 $316.952 Project Manager Padilla,Adrian Miguel 09-14-2018 01-04-2019 300 300 0 300: 300 Langtry Farms Langtry Farms 22000 22000 Butts Canyon Rd Butts Canyon Rd Lake Lake Middletown CA 95461 Middletown CA 95461 +1 707 9872772 +1 707 9872772 Intl' m• 9/62 R I+ae�#� Last Refresh Date:05-31-2022 Ject Final Contract • . .. NI[P,.j",t—0-opti.-n- Contract Value Amount 190 Sub CON-QU EST CONTRACTORS, �SFPW CLAYTON/CLIPPER/PORTOLA,#2500J JC $134,794 $134,320 Project-Mana-ger, :. •. �i. s. 1 Bibayan,Fariborz D 01-01-2018 03 29-2019 427 0 427 38 859 0 _859 • 54 0 54 Con-Quest Contractors-San Francisco, City of San Francisco,CA'Main- ,. 1,340 0 1,340 CA Department of Public Works I 30 Van Ness Avenue 5th Floor 30 Van Ness Avenue 290 Toland Street 5th Floor San Francisco San Francisco San Francisco CA 94124 San Francisco CA 94102 +1 415 2060524 +1 415 5584018 ------------ Contract Description JDE Job NurnAber - Project ContractI: Amount 190821 Prime STOCK��TO�N,CA-MYRTLE ST. REHAB PROJECT No.M17024 JC $917,786 $912,827 Project Manager Padilla,Adrian Miguel 11-01-2018 07-10-2020 3,793 3,793 0 • - 3,793 3,793 City of Stockton,CA City of Stockton,CA 2500 Navy Drive 2500 Navy Drive San Joaquin San Joaquin Stockton CA 95206-1147 Stockton CA 95206-1147 +1 209 9378718 +1 209 9378718 (6)Insiturform. 10/62 Last Refresh Date:05-31-2022 Project Final Contract •.- ProjectDescription190822 Prime REDDING,CA-JOB No.2607 BENTON TRACT SANI SWR LINING JC $1,317,258 $1,509,629 Project Manager Bid Date Project Close Date Bibayan,Fariborz D 12-16-2018 OB 15-2019 0 6,476 0 6,476 358 _ 1,302 11,079 0 12,381 Customer • 6 465 _ 0 0 465 City of Redding,CA City of Redding,CA 373 0 0 373 20055 Viking Way,Bldg 3 20055 Viking Way,Bldg 3 . 2,140 17,555 0 19,695' 20055 Viking Way Building 3 20055 Viking Way Building 3 - Bldg 3 Bldg 3 Shasta Shasta Redding CA 96003 Redding CA 96003 +1 530 2246069 +1 530 2246069 ------------- Project Final Contract: • . '. Project Description Status Contract Value Amount 190823 Sub SYBLON REID,NAPA SANI DIST NAPA-HEADWORKS EQUIPT REPLACE JC $162,078 $162,078 Project Manager _ •. Padilla,Adrian Miguel 02-07-2019 05-09-2019 104 104 0 . _ 104 104 • Napa Sanitation District-Napa, Syblon Reid-Folsom,CA CA,Harde 1130 Sibley Street 935 Hartle Court Sacramento Napa Folsom CA 95630 "Napa CA 94558 +1 925 3718928 +1 707 2586000 `1 }' Insitu ar 11/62 Last Refresh Date:05-31-2022 Project Final Contract WDE Job Number Project 190824 Sub CRATUS,INC.-ROSS VALLEY SD LARGE DIAM-LOWER SHADY LN JC $316,644 $329,888 Iffroject Manager :. s. •. ��� Padilla,Adrian Miguel 01-31-2019 10-17-2019 1,517 0 1,517 2 . . 1,517 0 1,517 Ross Valley Sanitar-San Rafael,CA- Cratus Inc.-San Francisco,CA District#1 2200 Palou Avenue 2960 Kerner Boulevard San Francisco Marin San Francisco CA 94124 San Rafael CA 94901 +1 415 5591163 +1 415 2592949 Final Contract JDEJobNumber wq �Project Description Contract Value Amountl 190825 Sub UARCY&HARTY CONST.,C/C SANF CASITAS AVE EASEMENT WW 624 JC $138,060 $143,732 Project Manager Padilla,Adrian Miguel 01-17-2019 07-22-2019 1,003 0 1,0031. 14 . . 1,003 0 1,003 • Darcy&Harty Construction-San City of San Francisco,CA'Main- Francisco,CA Department of Public Works 30 Van Ness Avenue 5th Floor 30 Van Ness Avenue 1300 Carroll Ave. 5th Floor San Francisco San Francisco San Francisco CA 94124 San Francisco CA 94102 +1 415 8225200 +1 415 5584018 Insit[tf?rm- 12/62 4 Last Refresh Date:05-31-2022 Project Final Contract:: •oject Description190826 Prime LOS ALTOS,CA #WW0100519 CIPP CORROSION REHAB PROJECT JC $916,911 $885,561 Project Manager Bibayan,Fanborz D 06-05-2019 10-22-2019 1,456 0 1,456 22 •- 1,456 0 1,456 City of Los Altos,CA City of Los Altos,CA 1 N San Antonio Road 1 N San Antonio Road Santa Clara Santa Clara Los Altos CA 94022-3000 Los Altos CA 94022-3000 +1 650 9472700 +1 650 9472700 Project �1,JDE Job Number Project Description Status Contract V u_ Final Amount 190827 Sub PRECISION ENGINEERING,INC. VAR LOC NO.37#1000008792 JC $155,260 $155,260 Project Manager Bibayan,Fariborz D 07-12-2018 02-26-2020 211 0 211 5 308 0 308 + - • 519 0 519 Finbar Precision Engineering,Inc.-San City of San Francisco,CA-'Main- Francisco,CA Department of Public Works 30 Van Ness Avenue 5th Floor 30 Van Ness Avenue 1939 Newcomb Ave 5th Floor San Francisco San Francisco San Francisco CA 94124 San Francisco CA 94102 +1 415 6214882 +1 415 5584018 I (farm. 13/62 Last Refresh Date:05-31-2022 Project r .. r- Amount 190828 Prime RANGER PIPELINES,PALO ALTO CA��SANIT.SEW.REPLACEMENT 28B PRJ JC $217,948 $246,448 • • Managerilir •il fiiiiilii �� A� Bibayan,Fariborz D 04-23-2019 03-20-2020 343 0 343 10 1,753 0 1,753 • 636, 0 636 City of Palo Alto,CA-Utilities-Elwell Ct City of Palo Alto,CA-Utilities-Elwell Ct 2,732, 0 2,732 1007 Elwell Court 1007 Elwell Court Santa Clara Santa Clara Palo Alto CA 94303-4308 Palo Alto CA 94303-4308 +1 650 5664513 +1 650 5664513 Project r •- Contract Value Amount 190829 Sub CRATUS,INC.- VALLEJO,CA VFWD MARE ISLAND SWR REHAB JC $150,664 $150,664 Project Manager Bibayan,Fariborz D 07-30-2019 11-15-2019 556. 556 0 • - 556 556 Vallejo Flood&Wastewater District- Cratus Inc.-San Francisco,CA Vallejo,CA 2200 Palou Avenue 450 Ryder Street San Francisco Solano San Francisco CA 94124 Vallejo CA 94590 +1 415 5591163 +1 707 6448949 ufiklol I w ,far 14/62 y, ��j( Last Refresh Date:05-31-2022 • . I I I Contract b Number MrProj,7tDe.,iption Status Contract Value Amount 190830 Sub CRATUS,INC.-SANTA CLARA,CA SWR CONDITION ASSMNT PHASE 1 JC $752.910 $702,663 Project Manager Bibayan,Fariborz D 07-31-2019 D5-08-2020 0 D 156 156 7 9 _ 129 _ 0 0 129 • 324 _ 0 0 324 Cratus Inc.-San Francisco,CA City of Santa Clara,CA 903 0 87 990 2200 Palou Avenue 1500 Warburton Avenue San Francisco Santa Clara 0 0 87 87 San Francisco CA 94124 Santa Clara CA 95050-3792 1,195 0 0 1,195 +1 415 5591163 +1 408 6152200 6 844 0 0 844 3,395 0 330 3,725 Project Final Contract ..Number '. ' . . . Contract Value Amount 190831 Sub TEICHERT CONST.,OAKLAND,CA POA-AIRPORT #10578.05 JC $170,140 $182,162 Project Manager Padilla,Adrian Miguel 11-05-2019 12-16-2019 352 352 0 • . 352 352 . - s Teichert,Inc-Pleasanton,CA Port of Oakland,CA-Oakland,CA 5200 Franklin Dr.,Ste.115 530 Water Street Alameda Alameda Pleasanton CA 94588 Oakland CA 94607 +1 925 6215700 +1 510 6271100 ' I sit a m. 15/62 .< <�„ £ Last Refresh Date:05-31-2022 Project DescriptionLE Job Number Project 190833 Prime CARMEL AREA WW DIST.,RIO RD. RIO RD.CIPP LINING PROJECT JC $697,554 $697,554 Project Manager- Bibayan,Fariborz D 03-17-2020 09-17-2020 1,959 1,959 0 2,091 2,091 • 4,050 4,050'. Carmel Area Wastewater District- Carmel Area Wastewater District- Carmel,CA Carmel,CA 3945 Rio Road 3945 Rio Road Monterey Monterey Carmel CA 93922 Carmel CA 93922 +1 831 6241248 +1 831 6241248 Project Description�IJDE Job Number Project 190834 Prime LODI,CA-PROJECT No.8 WW MAIN REHAB-PROJECT#8 JC $1,882,322 $2,223,909 Bibayan,Fariborz D 04-01-2020 03 07-2021 3,041 0 3,041 17 __.. 4,002 0 4,002, - • 1 1,732 0 1,732' City of Lodi,CA City of Lodi,CA 805 0 805 1131 S Ham Lane 1131 S Ham Lane San Joaquin San Joaquin 9,580 0 9,580'. Lodi CA 95242 Lodi CA 95242 +1 209 3336800 +1 209 3336800 I1"4/1€l f - 16/62 Last Refresh Date:05-31-2022 Project ProjectFJDE Job N.mb�, Description 190835 Prime ROHNERT PARK,CA-#2018-28 INTERCEPTOR OUTFALL PH 3 JC $1,186,728 $1,164,213 Project Manager :. Date Project Close Date Bibayan,Fariborz D 06-25-2020 12-23-2020 2,902 2,902 0 • . 2,902 2,902 City of Rohnert Park,CA City of Rohnert Park,CA 6750 Commerce Boulevard 6750 Commerce Boulevard Sonoma Sonoma Rohnert Park CA 94928-2411 Rohnert Park CA 94928-2411 +1 707 5883300 +1 707 5883300 NumberProject Final Contract I JDE Job 190842 Sub D'ARCY&HARTY CONST,EXHIBIT D MOUNTAIN LAKE OVERFLOW,EXHIB D JC $361,866 $298,803 ManagerProject :. •. �. Padilla,Adrian Miguel 12-21-2020 10-02-2021 0 967 967 1 . . 0 967 967 Darcy&Harty Construction-San Francisco,CA Presidio Trust-San Francisco,CA 103 Montgomery Street 1300 Carroll Ave. PO Box 29052 San Francisco San Francisco San Francisco CA 94124 San Francisco CA 94129 +1 415 8225200 +1 415 5613897 Iis j,, rm- 17/62 Last Refresh Date:05-31-2022 Project�JDE Job Number]_ 190844 Sub TEICHERT CONST.,MONTER�EY,CO RIVER RD PIPE LINING#11489.12 JC $264,411 $264,411 Project Manager :. Ylitiiih� Bibayan,Fariborz D 07-02-2021 12-04-2021 913 913 0' _ 6 145 145 • 85 85 Teichert Construction-Long Beach,CA Monterey County-Salinas,CA . . 1,143 1,143, 3780 Kilroy Airport Way 168 W Alisal St FI 2 Ste 700 "Monterey Long Beach CA 90806 Salinas CA 93901 +1 916 4843011 +1 831 7554748 Project Final Contract .. Project Description190846 Sub GRANITE CONST.CO-SCWA SANTA ROSA CREEK VORTEX TUBE JC $262,884 $249,005 Project . Bibayan,Fariborz D 03-23-2021 10-16 2021 116 116 0 M116 116 Sonoma County Water Agency-Santa Granite Construction-Santa Rosa,CA Rosa,CA 1330 N.Dutton Ave 2227 Capricorn Way Suite 108 Suite 106 Sonoma Sonoma Santa Rosa CA 95407-5484 +1 707 4674100 +1 707 5471900 (Winsituform- 18/62 Last Refresh Date:05-31-2022 Project JDE Job N.r,,]t,,, Status Contract Value Amount:; 200293 Prime NEWEST CONST. CO.CARLSBAD,CA FOXES LANDING LIFT STA REPLACE JC $251,500 $224,283 • •ect Manageri• •- Bibayan,Fariborz D 07-13-2016 01-19-2018 337 337 0 •- 337 337 City of Carlsbad,CA City of Carlsbad,CA 1635 Faraday Avenue 1635 Faraday Avenue San Diego San Diego Carlsbad CA 92008-7314 Carlsbad CA 92008-7314 +1 760 6022490 +1 760 6022490 Project Final Contract IML •• Description -A;: 200294 Prime CO SAN�I DIST 3 OF LOS ANGELES LACSD ANNAHEIM ST.TRUNK SWR JC $2,383,498 $2,204,560 Project Manager Bibayan,Fariborz D 10-20-2016 09-25-2017 6 3,525 0 3,525 5 _ 604 0 _ 604'. _. • 278 0 278' Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- • . 4,407. 0 4,407 Sanitation District Sanitation District - 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 I wtfJfa m.. 19/62 Last Refresh Date:05-31-2022 IF Project Final�40E Job Number Contract . , _rjct Status Contract Value, Amount 200295 Prime IMPERIAL BEACH,CA(FY15/16) ANNUAL SEWER MAINLINE JC $348,160 $389,423 roject Manager �. - .- • 'Bibayan,Fariborz D 10-13-2016 11-28-2017 605 0 605 79 • 3,338 0 3,338 • 3,943. 0 3,943 City of Imperial Beach,CA City of Imperial Beach,CA 495 10th Street 495 10th Street San Diego San Diego Imperial Beach CA 91932-1510 Imperial Beach CA 91932-1510 11619 4238311 +1 619 4238311 Project Final JDE Job Number Project . Contract 200300 Sub CHARLES KING COMPANY,INC DIST.6 TRUNK SWR RELIEF PRJT JC $70,430 $78,452 • . Manager Bibayan,Fariborz D 07-26-2016 10-29-2018 380 380'. p _ _ 615 615 _ - • 995 995 Orange County Sanitation District- Orange County Sanitation District- Fountain Valley,CA Fountain Valley,CA 10844 Ellis Avenue 10844 Ellis Avenue Orange Orange Fountain Valley CA 92708 Fountain Valley CA 92708 +1 714 9622411 +1 714 9622411 20/62 a;-„form. Last Refresh Date:05-31-2022 Project Final Contract UDE Job,Number Project D""ipti.., StatusContract Value Amount 200312 Sub WEKA,INC-SANTA ANA(SAWPA) INLAND EMPIRE BRINE LINE REACH JC $3,504,400 $5,446,635 Pr '.. Manager •.. . - o. Bibayan,Fariborz D 01-02-2017 10-11-2017 10,334 10,334 0 . . 10,334 10,334 Santa Ana Watershed Project Santa Ana Watershed Project Authority-Riverside,CA Authority-Riverside,CA 11615 Sterling Avenue "11615 Sterling Avenue Riverside Riverside Riverside CA 92503 "Riverside CA 92503 +1 951 3544200 +1 951 3544200 ProjectProject Final Contract ,JQE Job Nigbe,M- 200315 Prime OTAY WATER DISTR,SAN DIEGO CO TRENCHLESS SEW.REHAB,CI P S2044 JC $352,821 $333,467 Project Manager Bibayan,Fariborz D 01-24-2017 10.27-2017 3,490 0' 3,490 56 3,490 0 3,490 Clay Water District Clay Water District 2554 Sweetwater Springs Blvd 2554 Sweetwater Springs Blvd San Diego San Diego Spring Valley CA 91978-2004 Spring Valley CA 91978-2004 +1 619 6702280 +1 619 6702280 (6)Insitufarm- 21/62 Last Refresh Date:05-31-2022 tp, J'ct umber RoleStatus Contract � ._ Project Final u Contract 200316 Sub TK CONSTRUCTION PALISADES SWR REHAB PHASE 1 JC $84,387 $84,367 Projecte. �. Bibayan,Fariborz D 01-26-2017 08-31-2017 1,054 0 1,054 15 •- 1,054 0 1,054 Lake Arrowhead Community Services Lake Arrowhead Community Services District-Lake Arrowhead,CA District-Lake Arrowhead,CA 28200 State Highway 189 Lower Village S 28200 State Highway 189 Lower Village S P.O.Box 700 P.O.Box 700 San Bernardino San Bernardino Lake Arrowhead CA 92352 Lake Arrowhead CA 92352 +1 909 3378555 +1 909 3378555 Project I Final Contract [JDE Job Nt�j.e, Project Description StatLIS ContractValue: 200317 Prime MERLIN JOOH�HNSON CONST. EAST VALLEY WATER DIST. JC $31,500 $31,500 Project Manager Bibayan,Fariborz D 03-23-2017 06-02-2017 340 0 340 21 • - 340 0 340 MII • East Valley Water District-San "East Valley Water District-San Bernardino,CA Bernardino,CA PO Box 3427 PO Box 3427 San Bernardino San Bernardino San Bernardino CA 92413-3427 San Bernardino CA 92413-3427 +1 909 8899501 +1 909 8899501 IR i7a7« farm- 22/62 Last Refresh Date:05-31-2022 FinalProject JDE Job,NumberMl Project• Contract Value Amount 200318 Sub SULLY-MILLER CONTRACTING CO. ARROYO DR AREA SWR/ST IMPRVMTS JC $75,161 $72,008 Project ■iAli�•i� • �� Bibayan,Fariborz D 09-15-2016 06-02-2017 6 516 0 516 20 456 _0 _ 456 • • 972 0 972 City of Fullerton,CA City of Fullerton,CA 303 West Commonwealth Avenue 303 West Commonwealth Avenue Orange Orange Fullerton CA 92832 Fullerton CA 92832 +1 714 7385338 +1 714 7385338 ProjectJDE Job Number Role Contract Project c II I �-IIContract Amount 200319 Prime CUCAMONGA VALLEY WATER DIST. SEWER MAIN RELINING AT VAR.LOC JC $115,571 $107,944 Bibayan,Fariborz D 03-16-2017 08-24-2017 2,412 0 2,412 29 • . 2,412 0 2,412 Cucamonga Valley Water District- Cucamonga Valley Water District- Rancho Cucamonga,CA Rancho Cucamonga,CA 10440 Ashford St. 10440 Ashford St. San Bernardino San Bernardino Rancho Cucamonga CA 91729-0638 Rancho Cucamonga CA 91729-0638 +1 909 9872591 +1 909 9872591 (U,& I%�`r1tufor ,m- 23/62 /�r7� r+asr Last Refresh Date:05-31-2022 DescriptionProject Final Contract Project Contract Value Amount 200320 Prime CYPRESS CA,PROJECT 182 SEWER RELINING PROJECT 182 JC $190,482 $217,807 Project Manager Bibayan,Fariborz D 05-31-2017 12-20-2017 2,558 0 2,558 61 2,558 0 2,558 City of Cypress,CA City of Cypress,CA 300 E Chapman Avenue 300 E Chapman Avenue Orange Orange Cypress CA 90630 Cypress CA 90630 +1 714 2296740 +1 714 2296740 Project Project Description Contract Value; on Amount 200321 Prime OJAI VALLEY SANI DIST.,2017-07 2017 SEWER MAIN REHAB#2017-07 JC $647,211 $642,474 Project Manager Bibayan,Fariborz D 06-14-2017 01-24-2018 356 0 356 233 10,385 0 10,385 • 6,047 0 6,047 Ojai Valley Sanitary District Ojai Valley Sanitary District 2,744 0 2,744 1072 Tico Road 1072 Tico Road Ventura Ventura I 19,532 0 19,532 Ojai CA 93023 Ojai CA 93023 +1 805 6465548 +1 805 6465548 in for si - 24/62 yr� �/�l j i Last Refresh Date:05-31-2022 ContractProject Final A[ .. - .- tatus Contract Value Amount 200322 Sub FLATIRONNC�CONST.CORP. LA CANAD��A 48"STORM DRAIN JC $90,675 $90,675 Project '- Bibayan,Fariborz D 03-30-2017 11-03-2017 150 150 0 150 150 - s - Flatiron Construction-San Marcos,CA City of La Canada Flintridge,CA 1770 La Costa Meadows Dr. 1327 Foothill Boulevard San Diego Los Angeles San Marcos CA 92078 La Canada Flintridge CA 91011-2137 +1 760 9169100 +1 818 7908882 � - Contract [JDE Job N.rnherni .. 200323 Prime CO SANI DISTS.OF LOS ANGELES CLAREMOUNT TRUNK EMERGENCY Jc $40,573 $41,773 Bibayan,Fariborz D 08-18-2017 11-07-2017 400 0 400 2 • - 400 0 400 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District "Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Last Refresh Date:05-31 2022 Project Final Contract JDE Job Number Project Description Status Contract Value Amount, 200324 Prime CO SANI DISTS.OF LOS ANGELES JOINT OUTFALL B UNIT 1E TRUNK JC $624,619 $630,827 Project Manager :. ._ - - - - �1Y . iAiil Bibayan,Fariborz D 07-21-2017 04-12-2018 331 220 551 p 345: __ 440 785 LCustomer • . . 676, 660 1,336, Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract JDE Jot)Number Project Description status Contract Value Amount, 200325 Sub PACIFIC HYDROTECH CORP. NEWPORT COAST LIFT STA.REHAB JC $491,345 $491,345 Project Manager Bibayan,Fariborz D 06-20-2017 04 14-2018 EJ�2.078 2,078 0'. 2,078 2,078'. Pacific Hydrotech Corporation-Perris, CA Irvine Ranch Water District-Irvine,CA 314 E.3rd.St. 15600 Sand Canyon Avenue Riverside Orange Perris CA 92570 Irvine CA 92618 +1 951 9438803 +1 949 4535300 Isitufr - 26/62 Last Refresh Date:05-31-2022 Project[DE Job Number Contract Value - Contract� Amount 200326 Prime LOS ANGELES CO.SANIT.DIST. MONTEERREY PARK RELIEF SEWER REH JC $491,854 $536,951 Project - :• Miifiiilr�Piii°ia�7 �� Bibayan,Fariborz D 08-31-2017 04-27-2018 2,175. 0 2,175 172' 333 _ 0 333 • 2,508 0 2,508 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 DescriptionProject Final Contract JDE Jot,N..be, Project Contract Value Amount 200327 Sub CHULA VISTA,CA(FY 2013/2014) JOB CIP SW280 JC $606,471 $563,803 Project Manag .. - .. Bibayan,Fariborz D 07-19-2017 05-07-2018 6,518 0 6,518 91 •- 6,518 0 6,518 City of Chula Vista,CA City of Chula Vista,CA 1800 Maxwell Rd. 1800 Maxwell Rd. San Diego San Diego Chula Vista CA 91910-3816 Chula Vista CA 91910-3816 +1 619 6915021 +1 619 6915021 (6)kwitufarm. 27/62 Last Refresh Date:05-31-2022 LE Job NumberProjectIII Contract - Contract Value 200328 Prime IRVINE RNCH WiR DIST-2017 SWR REHAB PROJECT PR 07100 JC $233,115 $252,057 Project Manager Bibayan,Fariborz D 09-28-2017 02-02-2018 2,015 0 2,015 21 0 1,145 0 1,145 • 160 0 160' Irvine Ranch Water District-Irvine,CA Irvine Ranch Water District-Irvine,CA . - 3,320 0 3.320 15600 Sand Canyon Avenue 15600 Sand Canyon Avenue Orange Orange Irvine CA 92618 Irvine CA 92618 +1 949 4535300 +1 949 4535300 Project Final Contract LE Job Number '. ` . Status Contract Value Amount 200329 Prime CHARLLEES KING CO.,NEWPOR�T BEACHH EAST LIDO FORCE MAIN REHAB JC $355,000 $355,000 irM �' Witii�i•iYfiM7ifilii '�� �� r'� Bibayan,Fariborz D 07-25-2017 12-08-2018 385 385 0 396 396 • E6. 781 781 ' Orange County Sanitation District- Orange County Sanitation District- Fountain Valley,CA Fountain Valley,CA 10844 Ellis Avenue 10844 Ellis Avenue Orange Orange Fountain Valley CA 92708 Fountain Valley CA 92708 +1 714 9622411 +1 714 9622411 (6) farm- Insitu28/62 Last Refresh Date:05-31-2022 Project Final r '• - r- Co Value Contract 200330 Prime CHARLES KING CO.-LA COUNTY JOINT OUTFALL B UNIT 6H TRUNK JC $146,978 $146,857 Project Manager Bibayan,Fariborz D 08-24-2017 02-07-2018 4 168 168 0 416 416 iffFN • 584 584 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project rE Jot)Number • . r- . . Status Contract Value Amount 200331 Prime CYPRESS,CA-PROJECT 200 SEWER RELINING PROJECT 200 JC $268,435 $276,329 Project :. r. - • ���� !Bibayan,Fariborz D 11-01-2017 03-02-2018 2,379 0 2,379: 82 1 526 0 526 • • 330 0 330 City of Cypress,CA City of Cypress,CA . 3,235 0 3,235 300 E Chapman Avenue 300 E Chapman Avenue Orange Orange Cypress CA 90630 Cypress CA 90630 +1 714 2296740 +1 714 2296740 U(LL� 1 nsitufarm- 29/62 Last Refresh Date:05-31-2022 Project Status Contract Value Amount L—Job Number-- 200333 Prime FLUOR ENTERPRISES,ING-PE&G I PG&E DIABLO CANYON-UNIT 2 Jc $829,797 $1,326,422 Project Manager Bibayan,Fariborz D 12-12-2017 03-26-2018 95 95 0 ' 95, 95 Pacific Gas and Electric Company Pacific Gas and Electric Company (PG&E)-Avila Beach,CA-Diablo (PG&E)-Avila Beach,CA-Diablo Canyon Power Plant Canyon Power Plant P.O.Box 56 P.O.Box 56 _ San Luis Obispo San Luis Obispo Avila Beach CA 93424 "Avila Beach CA 93424 +1 805 5465280 +1 805 5465280 �JDE Job Number Project � Contract 1' Status ContractValue Amount 200334 Prime ALHAMBRA,CA-No.N2M1717-137 CYPRESS,ESSEXFELLS,VEGA& JC $296,154 $303,576 Project Bibayan,Fariborz D 01-04-2018 06-12-2018 597 0' 597 15 324 0 _-324 • . - 921 0 921 City of Alhambra,CA City of Alhambra,CA 68 S 1 st Street 68 S 1 st Street Los Angeles Los Angeles Alhambra CA 91801-3796 Alhambra CA 91801-3796 +1 626 5705011 +1 626 5705011 (UG I fo 30/62 Last Refresh Date:05-31-2022 JDE ..Number Project Description1 6- 200335 Prime YORBA�LINDA WATER DISTRICT 2018 SEW.MAIN CIPP,C#J2017-37S JC $166,111 $168.594 Project Manager Padilla,Adrian Miguel 01-31-2018 08-03-2018 2,745, 0 2,745 15 6 401 0 401 ' • 85 _ 0 85 Yorba Linda Water District- Yorba Linda Water District- .. 3,231 0 3,231 Placentia,CA Placentia,CA - 1717 E Mira Loma Avenue 1717 E Mira Loma Avenue Orange Orange Placentia CA 92870 Placentia CA 92870 +1 714 7013106 +1 714 7013106 Project I I� Value I" - Contract' JDE Job Number Project Description Status .. 200336 Prime BAKERSFIELD CA,CAMPUS PARK CAMPUS PARK AREA SEWER REHAB JC $1,955,379 $2,013,297 Bibayan,Fariborz D 02-15-2018 07-26-2018 i 169' 169 0 6,813' 6,813' • 158 158 City of 1.Bakersfield,CA-'Main City of Bakersfield,CA-'Main . . 7,140 7,140'. 1501 Truxtun Avenue 1501 Truxtun Avenue Kern Kern Bakersfield CA 93301-5270 Bakersfield CA 93301-5270 +1 661 3263781 +1 661 3263781 hi.7itufof m- 31/62 Last Refresh Date:05-31-2022 Project Final Contract JDE =1 .. Description 200337 Prime SOUTH BAY CITIES SANIT.D LA CO PLAZA TRUNK SEW.REHAB,CT#5086 JC $737,400 $682.477 Bibayan,Fariborz D 02-01-2018 06-29-2018 6 1,855 0' 1,855 23 1,514 0 1,514 • 3,369, 0 3,369'. Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 DescriptionProject Final Contract !JDE Jot)Number Project Amount 200338 Prime LONG BEACH CA,PRJ.2(SC-0304) SANIT.SEW.REH.PJ.2(SC-0304) JC $412,886 $452,952 Project Manager :. .. .. ®� Bibayan,Fariborz D 01-18-2018 11-09-2018 7.068' 0' 7,068 261 1 324' 0 324'. • 7,392' 0 7,392'. Long Beach Water Department-Long Long Beach Water Department-Long Beach,CA Beach,CA 1800 E Wardlow Road 1800 E Wardlow Road Los Angeles Los Angeles Long Beach CA 90807-4994 Long Beach CA 90807-4994 +1 562 5702336 +1 562 5702336 ({V'' I nsitufar - 32/62 ,r f�l V!f Last Refresh Date:05-31-2022 Project Final Contract FJDE •- . . Status Contract Value Amount 200339 Prime CO SANI DIST OF LOS ANGELES 16 MONTEREY HILLS TRUNK REHAB JC $53,721 $54,129 Project Manager Padilla,Adrian Miguel 03-27-2018 09-04-2018 367 367 0 •- 367, 367 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract Role---::Project Description ———Istatus i Contract Value Amount 200340 Prime LAKE ARROWHEAD COMM.SVCS DIST AQUA FRIA/BLUE JAY SLIP LINING JC $268,199 $268,199 Project Manager Padilla,Adrian Miguel 04-12-2018 10 19-2018 5,222 0 5,222 53' 5,222' 0' 5,222. Lake Arrowhead Community Services Lake Arrowhead Community Services District-Lake Arrowhead,CA District-Lake Arrowhead,CA 28200 State Highway 189 Lower Village S'28200 State Highway 189 Lower Village S' P.O.Box 700 P.O.Box 700 San Bernardino San Bernardino Lake Arrowhead CA 92352 Lake Arrowhead CA 92352 +1 909 3378555 +1 909 3378555 %kinsitufarm- 33/62 Last Refresh Date:05-31-2022 Project[JDE Job NunbJAffFrq,,t Description Status i Contract Value Amount a Contract 200341 Prime CO SANI DIST 2 OF LOS ANGELES OLD SCHOOL RIVER RD.PHASE 2 J�C $2,296,468 $2,263,750 Project Manager Padilla,Adrian Miguel 04-17-2018 12-04-2018 442 0 50 492 3` 2,539 0 0 2,539 + • 1,856 0 0 1,856' Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- 0 0 167 167 Sanitation District Sanitation District - 1955 Workman Mill Road 1955 Workman Mill Road • 4,837 0 217 5,054' Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract Status Project Description Contract Value Amount 200342 Prime IRVINE RNCH WTR DIST. #07097 MICHELSON FORCE MAIN IMPRVMNTS JC $1,787,045 $2,291,986 Project Manager Bibayan,Fariborz D 04-10-2018 09-06-2019 3,429 3,429 0 3,429 3,429 Irvine Ranch Water District-Irvine,CA Irvine Ranch Water District-Irvine,CA 15600 Sand Canyon Avenue 15600 Sand Canyon Avenue Orange Orange Irvine CA 92618 I Irvine CA 92618 +1 949 4535300 +1 949 4535300 34/62 „ Last Refresh Date:05-31-2022 ProjectFinal Contract J,F"Job -. Project DescriptionContract Value Amount 200343 Prime FALLBROOK PUBLIC UTIL.DIS�FY18 SEW.MAINLINE&MH RELINING FY18 JC $259,415 $169,158 Project Manager Padilla,Adrian Miguel 06-13-2018 01-16-2019 702. 0 702 11 988, 0 988 • 1,690 0' 1,690'. Fallbrook Public Utility District- Fallbrook Public Utility District- Fallbrook,CA Fallbrook,CA 990 E Mission Road 990 E Mission Road San Diego San Diego Fallbrook CA 92028-2232 Fallbrook CA 92028-2232 +1 760 7281125 +1 760 7281125 • . �JDE ..Numbe ect Final Contract Sta Contract Value Amount: r 200344 Sub GSE CONST.,BAKERSFIELD,CA WWTP No.2#SC-702-004 JC $303,600 $303,600 Project Manager Padilla,Adrian Miguel 09-07-2018 10-15-2018 250 250 0 250 250 GSE Construction-Livermore,CA City of Bakersfield,CA-*Main 6850 Preston Ave 1501 Truxtun Avenue Alameda Kern Livermore CA 94551 Bakersfield CA 93301-5270 +1 925 4470292 +1 661 3263781 'k3si ufarm• 35/62 Last Refresh Date:05-31-2022 FinalProject Contract JDE Job Number= Project Description StatusContractAmount 200345 Sub MIKE PRLICH&SONS,LOS AN�GEL�ES HIGHLAND PARKIEAGLE ROCK REHAB JC $274,255 $259,907 Project Manager Bibayan,Fariborz D 03-28-2018 05-09-2019 440 0 440 23 • 805 0 805 • • 368 0 368', City of Los Angeles,CA-Dept of Public . . 1,613 0 1,613' Mike Prlich&Sons-Baldwin Park,CA Works 5103 Elton Street 1149 S Broadway-6th Floor Los Angeles Los Angeles Baldwin Park CA 91706 Los Angeles CA 90015 +1 626 8131700 +1 213 8475167 JDEI.lIII . .M ContractI_ I_ Final Contract 200346 Prime POWAYYCCA,,2018-2019,BID#19-007 2018-2019 CMP ANNUAL REPAIR JC $237,784 $259.773 Project Manager Bibayan,Fariborz D 09-04-2018 03-27-2019 247 0 247 1 76 0 76 • 703 0 703'. City of Poway,CA City of Poway,CA 189 0 189 13325 Civic Center Drive 13325 Civic Center Drive . , 1,215. 0 1,215'. San Diego San Diego Poway CA 92064-5755 Poway CA 92064-5755 +1 858 7486600 +1 858 7486600 (UG 36/62 r"i•7E u+v Last Refresh Date:05-31-2022 Project IIFinal--m Contract! . r M—Pr a`s-c-iri-p-ti-o-n U-S---- C on t-ract-Valu e 200347 Prime COUNTY SSAANI DIST No.8-LA�CO DAVIDSON CITY TRUNK SWR REHAB JC $1,758,718 $1,735,218 Project Manager Bibayan,Fariborz D 10-23-2018 09-20-2019 1,812, 0 1,812 42 1,584, 0 1,584 • • - 60 0 60'. Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- .. 3,456 0 3,456'. Sanitation District Sanitation District ---- ---- ---- --- 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract �JDE Jot)Number]=- ::Project Description Status Contract Value Arriount'i 200348 Sub JR FILANC CONSTRUC CARLSBAD,CA ENCINA WASTE RWATER AUTHORITY JC $779,600 $803,331 Project Manager Bibayan,Fariborz D 08-16-2018 06-21-2019 01 516 516 2 • " 0 516 516 J.R.Filanc Construction=Main- Encina Wastewater Authority- Escondido,CA Carlsbad,CA 740 North Andreasen Drive 6200 Avenida Encinas San Diego San Diego Escondido CA 92029 Carlsbad CA 92008 +1 760 9417130 +1 760 2688825 uGh I itufor . 37/62 ■/ram b(italitu►a��f Last Refresh Date:05-31-2022 Project Description[JDE Job N.mbej Project 200349 Sub BHI ENERGY-PG&E DIABLO CANYON CAST IRON PIPE REPAIR NUCLEAR JC $1,345,878 $1,351,675 Bibayan,Fariborz D 12-03-2018 03 22-2019 85 85 0 " 85 85 Pacific Gas and Electric Company BHI Energy Specialty Services- (PG&E)-Avila Beach,CA-Diablo Lawrenceville,GA Canyon Power Plant 20005 Newport Parkway P.O.Box 56 Gwinnett San Luis Obispo Lawrenceville GA 30043 Avila Beach CA 93424 +1 678 2051281 +1 805 5465280 ContractProject Final JDE Job Number Project Description Status Amount, Contract Value 200350 Prime CYPRESS,CA-CDBG PROJECT 218 SEWER REHAB PROJECT 218 JC $103,040 $91,570 Project - s. - Padilla,Adrian Miguel 02-06-2019 05-17-2019 671 0 671 12 • - 671 0 671 City of Cypress,CA City of Cypress,CA 300 E Chapman Avenue 300 E Chapman Avenue Orange Orange Cypress CA 90630 Cypress CA 90630 +1 714 2296740 +1 714 2296740 u6e� insitufarm- 38/62 Last Refresh Date:05-31-2022 ProjectContract Value Amount I IFinal Contract 200351 Prime RANCHO CA WATER DIST.TEMECULA SEW.COLL.SYS.,PJ#PG168/S0014 JC $258,977 $299,460 Padilla,Adrian Miguel 01-24-2019 08-23-2019 4,475 0 4,475 69 175 0 175 Customer • 4,650! 0 4,650' Rancho California Water District- Rancho California Water District- Temecula,CA Temecula,CA 42135 Winchester Road 42135 Winchester Road Riverside Riverside Temecula CA 92589 Temecula CA 92589 +1 951 2966900 +1 951 2966900 ,o,ect Final Contract • ob Description 200352 Sub SPIESS CONST.CO.,PISMO BEACH ARROYO GRANDE BLUFF SWR PROJEC JC $4,950 $110,937 Project Manager •. .- •. - Bibayan,Fariborz D 02-14-2019 05-31-2019 198 0 198 1 M 198 0 198 Spiess Construction Company,Inc. SCCI Tanks-Santa Maria,CA City of Pismo Beach,CA 1110 East Clark Avenue 760 Mattie Road POBox 249 San Luis Obispo Santa Barbara Pismo Beach CA 93449 +1 805 9375859 +1 805 7734656 Ill fftif'�rm- 39/62 �a7s Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Project Description Status Contract Value Amount: 200353 Prime SOLVANG,CA-MISSION DR.PW118 SWR MAIN CROSSING REPAIR PW118 JC $69,994 $67,582 ro :. •. ' ' � � i�` i Bibayan,Fariborz D 03-05-2019 OS-31-2019 185 185 0' •' 185 185 City of Solvang,CA City of Solvang,CA PO Box 107 PO Box 107 Santa Barbara Santa Barbara Solvang CA 93464-0107 Solvang CA 93464-0107 +1 805 6885575 +1 805 6885575 DescriptionProject Final Contract JDE Job Number Project ContracJ Value Amount 200354 Prime COUNTY SANLDIST NO.18 LA CO SOUTH WHITTIER OUTFALL PHASE 3 JC $1,167,393 $1,164,352 Project Manager �• �' •iYfiiiiii Bibayan,Fariborz D 03-05-2019 11-04-2019 2,236 0 159 2,395 3 1,064: _0 0 1,064', • 3,300, 0 159 3,459 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District _i 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 .1001%41- Ii'wtufal'm- 40/62 i+r•v�i i f Last Refresh Date:05-31-2022 - - LPrj .- Project; I.ntract�I -..� Final Contract� e Amount 200355 Prime LONG BEACH,CA #3(SSRRP-3)-3) SANIT.SEW.REH.PJ.3(SSRRP-3) JC $374.458 $418,591 ProjectManager .Bibayan,Fariborz D 02-07-2019 11-15-2019 6,514 0 6,514 262 1 514 0 514 • • 7,028. 0 7,02E Long Beach Water Department-Long Long Beach Water Department-Long Beach,CA Beach,CA 1800 E Wardlow Road 1800 E Wardlow Road Los Angeles Los Angeles Long Beach CA 90807-4994 Long Beach CA 90B07-4994 +1 562 5702336 +1 562 5702336 Project JDE Job Number . . Status 200356 Sub ORION CONST.CORP. -SAN DIEGO PARK VILLAGE RD.SD EMERGENCY JC $681,739 $720.325 Project Manager Bibayan,Fariborz D 04-01-2019 11-08-2019 165 165 0 • - 165 165 City of San Diego,CA-'Main-202 C Orion Construction-Vista,CA Street 202 C Street 2185 La Mirada Drive San Diego Vista CA 92081 San Diego CA 92101-4806 +1 760 5979660 +1 619 2366363 (UGI Last Refresh Date:OS 3141/62 1project Final Contract JDE Job Number Project DescriptionContract Value Amount 200357 Prime SANTA ROSA REGIONAL RESOURCES MURRIETA CREEK#S0195 JC $189,000 $189,000 Project Manager Bibayan,Fariborz D 04-04-2019 11-27-2019 361 361 0 • - 361 361 Rancho California Water District- Rancho California Water District- Temecula,CA Temecula,CA 42135 Winchester Road 42135 Winchester Road Riverside Riverside Temecula CA 92589 Temecula CA 925B9 +1 951 2966900 +1 951 2966900 Project Final Contract JDE Job Number ProjectDescriptioncontract Value Amount 200358 Sub MYERS&SONS CONSTR.,OCSD OCSD PRIM.CLARIFIERS AT PLANT2 JC $1,265,647 $1,281,229 Project Manager Bibayan,Fariborz D 12-04-2018 05-23-2021 128 128 0' 413 413 • 381 381 ' Myers&Sons Construction- Orange County Sanitation District- • - 922 922 Sacramento,CA Fountain Valley,CA 4600 Northgate Blvd 10844 Ellis Avenue Suite 100 Orange Sacramento Fountain Valley CA 92708 +1 916 2839950 +1 714 9622411 }' Irl+Nla t lbrM• 42/62 ■i.7a•�M�lsti/yr t f Last Refresh Date:05-31-2022 Project Final II Contract NumberJDE Job Description Contract 200359 Prime PACIFIC HYDROTECH CRP,N.TUSKIN PEACOCK RESERVOIR TEMP.TANKS JC $45,280 $55,235 Project - :. •. s. Bibayan,Fariborz D 02-01-2019 08-09-2019 86 86 0 86 86 Pacific Hydrotech Corporation-Perris, Pacific Hydrotech Corporation-Perris, CA CA 314 E.3rd.St. 314 E.3rd.St. Riverside "Riverside Perris CA 92570 Perris CA 92570 +1 951 9438803 +1 951 9438803 Project Final Contract, LE Job Number • Description 200360 Prime COLTO�N,�CA-FY�18-19 FY�18-19 SWR LINING PROJECT JC $333,921 $360,320 ProjectiiiYi�iBL�Witii7iZ• h. ��® Bibayan,Fariborz D i05-16-2019 10-04-2019 1,180 0 1,180 192 3,934 0 3,934 • - • - : 1,978 0 1,978 City of Colton,CA City of Colton,CA 173 0 173 1201 S Rancho Avenue 1201 S Rancho Avenue San Bernardino San Bernardino 350 0 350 Colton CA 92324-3342 Colton CA 92324-3342 . . 7,615 0 7,615 +1 909 3705179 +1 909 3705179 (UGI nsituf r - 43/62 Last Refresh Date:05-31-2022 Project Final Contract L)E Job Number MtPir.ject Desi_:npt,.n tatus Contract Value Amount 200362 Sub CHARLEESS KING CO.,LACSDD LAKEWOOD EMERGENCY 33"PRJT JC $141,195 $142,976 Project Managerill a i��Yitli l� ' • Padilla,Adrian Miguel 08-02-2019 09-03-2019 _ 373 0 373 1_ • - 373 0 373 Customer • Charles King Company-San Marcos, Los Angeles County-Whitter,CA- CA Sanitation District 1955 Workman Mill Road 228 Navajo Street Los Angeles San Marcos CA 92078 Whittier CA 90601-1415 +1 760 7369990 +1 562 6997411 NumberProject Final Contract JDE Jot) Description 200363 Prime THOUSAND OAKS CA,CITY#CI 5396 WW PIPEBMAINT.HOLE LINING JC $720,456 $812,431 Project Manager- .. •- ��� Bibayan,Fariborz D 08-07-2019 07-07-2020 12,213 0 12,213:I 109 6 655 0 655 • 375 0 375 City of Thousand Oaks,CA City of Thousand Oaks,CA . . 13,243 0 13,243 2100 Thousand Oaks Boulevard 2100 Thousand Oaks Boulevard Ventura Ventura Thousand Oaks CA 91362 Thousand Oaks CA 91362 +1 805 4492400 +1 805 4492400 Insitufarm- 44/62 Last Refresh Date:05-31-2022 Project Final Contract Project Description200364 Sub VIDO A�RTUKOVITCH&SONNIDMAR NOS UNIT 12 AVE.1 9&HU MMBOLDT JC $636,436 $639,987 Project r ' Bibayan,Fariborz D 08-09-2019 11-05-2019 _ 0 728 728 2 0 728 728 Vido Artukovich&Son,inc-South El City of Los Angeles,CA-Dept of Public Monte,CA Works 11155 Rush Street 1149 S Broadway-6th Floor Los Angeles Los Angeles South El Monte CA 91733 Los Angeles CA 90015 +1 626 4444286 +1 213 8475167 Project � Final Contract:: 1JDE Jot)Number . . �. I_I. Amount 200365 Sub CHARLES KING CO.,STANTON,CA STANTON SWR IMPRVMNT PRJT JC $184,880 $106,454 Project Manager Padilla,Adrian Miguel 08-19-2019 01-16-2020 2,323 0 2,323 46' MJ�2 323 0 2,323' Charles King Company-San Marcos, CA City of Stanton,CA 7800 Katella Avenue 228 Navajo Street Orange San Marcos CA 92078 Stanton CA 90680-3162 +1 760 7369990 +1 714 3799222 (6)Insitufarm- 45/62 Last Refresh Date:05-31-2022 • .ject Final Contract', Status [JIDE Job Nubb, '. Description200366 Sub MURRIETA DEV.CO.,TEMECULA,CA DE LUZ SVCS DIST-FEMA 23 LOC JC $329,719 $404,059 Project Manager Padilla,Adrian Miguel 08-06-2019 03-09-2020 114 0 114 0 238: 0 238 • 0 227 0 227 Murrieta Development Inc.-Temecula, Deluz Community Services District- 50 0 50 CA Murrierta,CA - - __ 205 41606,7090 Date Street 70 0 70 42540 Rio Nedo Rd. Riverside . . 699 I 0 699' Temecula CA 92590 Murrierta CA 92562 ` +1 951 7191680 +1 951 6960060 Project Final Contract JDE JotStatus Contract Value Amount 200368 Prime COUNTY SANI.DIST.No.2 LA CO, JOINT OUTFALL"B"UNIT 5C JC $186,507 $186,477 Project M Padilla,Adrian Miguel 09-19-2019 01-29-2020 100 100 0 100 100 • 200 200'. Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Insitufarm< 46/62 Last Refresh Date:05-31-2022 Project[JDE Job Number Project Description Status ii Final Contract Contract Value Amount 200369 Prime ALHAMBRA,CA-VEGA ST.EASEMENT EMERGENCY REPAIR VEGA ST. JC $30,380 $29,500 [Project Manager Padilla,Adrian Miguel 11-01-2019 11-12-2019 208 0 208 5 208 0 208 City of Alhambra,CA City of Alhambra,CA 68 S 1st Street 68 S 1st Street Los Angeles Los Angeles Alhambra CA 91801-3796 Alhambra CA 91801-3796 +1 626 5705011 +1 626 5705011 •ject II Final IContract r jec ription Status Contract Value Amount 200370 Prime GARDEN GROVE SANITARY DISTRICT #7839,SS REHAB PHASE 1-#1&2 JC $914,575 $919,383 Project Manager L Padilla,Adrian Miguel 10-23-2019 06-04-2020 0 0 55 55 394 391 , 0 14,283 E14,674' • 391 0 14,338 14,729 City of Garden Grove,CA City of Garden Grove,CA 11222 Acacia Parkway 11222 Acacia Parkway Orange Orange Garden Grove CA 92842-3070 Garden Grove CA 92842-3070 +1 714 7415000 +1 714 7415000 hi+sltm• 47/62 Last Refresh Date:OS 31 2022 Project �ProjectDescription—­­­­ Status Contract Value -Amount �J()e Job Number 200371 Prime COUNTY SANITATION DIST/LA CO. VALENCIA TRUNK REHAB DIST 32 JC $94,785 $142,382 Project ManagerM-1Yiif+iii7i Padilla,Adrian Miguel 10-25-2019 01-13-2020 235 235 0 . - 235 235 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract JDE Job be •-scription 200372 Prime TEMES��CAL VALLEY WATERRD�DIIS�ST.� TETEM��ESCAL CANYON WATERLINE JC $90,142 $90,176 Project ■iiiiis�Witiiii�liiiiiilii �� Bibayan,Fariborz D 11-08-2019 01-10-2020 438 438 0 • 438 438 Temescal Valley Water District- Temescal Valley Water District- Temescal Valley,CA Temescal Valley,CA 22646 Temescal Canyon Road 22646 Temescal Canyon Road Riverside Riverside Temescal Valley CA 92883 Temescal Valley CA 92883 +1 951 2771414 +1 951 2771414 %kinsitufarm- 48/62 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Project Description 200373 Prime YORBA LINDA WATER DIST-2019 2019 SEW.MAIN CIPP,C#J2019-39S JC $247,037 $257,291 Project Manager •- �. Bibayan,Fariborz D 10-30-2019 03-20-2020 508 0 0 508 51 2,204 0 827 3,031 • 331 : 0 0 331 Yorba Linda Water District- Yorba Linda Water District- 778 0 0 778 Placentia,CA Placentia,CA 1717 E Mira Loma Avenue 1717 E Mira Loma Avenue 3,821 0 827 4,648 Orange Orange Placentia CA 92870 Placentia CA 92870 +1 714 7013106 +1 714 7013106 Project Final Contract I JDE Job Number . . Status Contract Value Amount:: 200374 Prime COUNTY SANIT.DIST.NO.5 LA CO. G��ARDENA PUMP TRUNK SEW.CT#5243 JC $2,762,486 $2,908,237 Project Manager �iYi��Jliir7ifi1L7 ��® 1 Bibayan,Fariborz D 10-29-2019 10-13-2020 1 918 0 918 77 5,065 0 5,065 - • 474 0 474 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- 2,428 0 2,428 Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road 2,623 0 2,623 Los Angeles Los Angeles 11,508 0 11,508 Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Ium• 49/62 Last Refresh Date:05-31-2022 - Project Final Contract [JDE J.� , Amount _�Jstatus Contract Value 200375 Prime SIMI VALLEY,CA- #SV 19-09 STRATHEARN PUARROYO REHAB JC $1,612,772 $1,616,027 Project Manager Bibayan,Fariborz D 12-11-2019 05-15-2020 1,632 0 1,632 6 1,850 0 1,850 • 0: 1,350 0 1.350 City of Simi Valley,CA City of Simi Valley,CA 4,832 0 4,832 500 W Los Angeles Avenue 500 W Los Angeles Avenue Ventura Ventura Simi Valley CA 93065-1644 Simi Valley CA 93065-1644 +1 805 5836400 +1 805 5836400 I � MVPrqle ContractValue Amount'; 200376 Sub MURRIETA DEV.CO.,TEMECU��LA,CA��DE LUZ SVCS DIST-FEMA 34 JC $91,609 $160,345 Project :• • �f1�ii3fi4ii7i(Jpi� � i l i Bibayan,Fariborz D 10-01-2019 02-28-2020 120 120 0'. 48 48 • 46. 46 Murrieta Development Inc.-Temecula, Deluz Community Services District- _ 214 214 CA Murrierta,CA 205 41606,7090 Date Street 42540 Rio Nedo Rd. Riverside Temecula CA 92590 Murrierta CA 92562 +1 951 7191680 +1 951 6960060 50/62 (UG, Last Refresh Date:OS 31 2022 Project FiI Contract r Job Project Description200377 Prime COUNTY SANIT.DIST.NO.22 LA CO. SUNFLOWER TRUNK SEWER EMERG. JC $108.432 $109,630 Project Manager Padilla,Adrian Miguel 12-23-2019 01-31-2020 383 0 383 3 • - 383 0 383 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract JDE Job Number Project Description Status Contract Value Amount 200379 Prime VALLECITOS WATER DISTRICT SEWER LINING&REHAB 2019 JC $631,345 $609,287 Project Manager Bibayan,Fariborz D 01-07-2020 04-24-2020 0 460' 0 460 177 _ 9,199 0 0 9,199 • 442 0 0 442 Vallecitos Water District-San Marcos, Vallecitos Water District-San Marcos, . " 9,641 460 0 10,101 CA CA 201 Vallecitos De Oro 201 Vallecitos De Oro San Diego San Diego San Marcos CA 92069-1453 San Marcos CA 92069-1453 +1 760 7440460 +1 760 7440460 Insi ltlfk?l'm- 51/62 „1#/T Last Refresh Date:05-31-2022 Project Final Contract [JDE Job N.mb,,M,' Projert Description Status Contract Value Amount 200380 Prime GOLETAASSANI.DIST.,GOLETA,CA 2020�PIPELINE REHAB PROJECT JC $723,726 $753.664 Project faMii• WiiiiiiMidifiiiliil� • " Bibayan,Fariborz D 01-28-2020 06-12-2020 301 0 301 69 5,758 0 5,758 - • 760 0 760 Goleta Sanitary District-Santa Goleta Sanitary District-Santa .. 6.819 0 6,819 Barbara,CA Barbara,CA 1 William Moffett Place "1 William Moffett Place Santa Barbara Santa Barbara Goleta CA 93116-0906 Goleta CA 93116-0906 +1 805 9674519 +1 805 9674519 ProjectProject Final tract JDE Job Number lRole DescriptionI Al 200381 Prime LACSD-LANCASTER,CA TRUNK D SWR REHAB.-LACSD JC $328,703 $327,326 Project Manager Bid Date Project Close Date 'Bibayan,Fariborz D 03-03-2020 10-09-2020 6 1,650 0' 1,650 21 _. 1,690 0 _1,690 • 3,340 0 3,340'. Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 ' I fo A l f a 52/62 Last Refresh Date:05-31-2022 Project Final Contract rProject DescriptionContract Value Amount 200382 Prime WEKA,INC. I JCSD-UPPR CORSSINGS/GLEN TRUNK JC $70,383 $71,075 Project Manager Bibayan,Fariborz D 04-07-2020 10 19-2020 895 0 895 1 361 0 361 _ • - t - 1,256. 0 1,256 Jurupa Community Services District- Jurupa Community Services District- Jurupa Valley,CA Jurupa Valley,CA 11201 Harrel Street 11201 Harrel Street Riverside Riverside Jurupa Valley CA 92609-3229 Jurupa Valley CA 92509-3229 +1 909 6857434 +1 909 6857434 Project Final Contract roject DescriptionContract Value Amount 200383 Sub VASILJ,INC.-FOUNTAIN VALLEY SEWER SYS REPLACEMENT PROJECT JC $132,230 $150,090 Project Manager :. r. • . r. - ��� Bibayan,Fariborz D 03-30-2020 12-28-2020 1,955 0 1 1,955 38 1 1,498 0 1,498'. • • 27 0 27 Vasil j Construction,Inc-Irwlndale,CA City of Fountain Valley,CA 3,480 0 3,480'. 15531 Arrow Highway 10200 Slater Avenue Los Angeles Orange Irwindale CA 91706 Fountain Valley CA 92708-4736 +1 626 4801442 +1 714 9654400 (&)Insitufarm. 53/62 . , Last Refresh Date:05-31-2022 ContractProject Final[JDE Job N.,,I,,,= Project Description Contract Value Status untl 200384 Sub CHARLES KING CO.,LACSD LACSD-S.WHITTIER OUTFALL-PH 4 JC $140,387 $150,450 Project Manager . . Bibayan,Fariborz D 02-04-2020 03-06-2021 70 70 0 .. 70 70 Charles Tan&Associates,Inc.-Los Los Angeles County-Whitter,CA- Angeles,CA Sanitation District 320 Ease 2nd St Ste 316 1955 Workman Mill Road Los Angeles Los Angeles Los Angeles CA 90012 Whittier CA 90601-1415 +1 213 6288018 +1 562 6997411 II 1 •roject Final Contract JDE Job Number Project Description StatusContract 200386 Prime OJAI VALLEY SANI DIST 2020 2020 SEWER MAIN REHAB#2020-01 JC $413,476 $398,876 Project Manager Bibayan,Fariborz D 03-12-2020 08-12-2020 7,075 0 7,075 168 5,445 0 5,445 s - • - 12,520 0 12,520 Ojai Valley Sanitary District Ojai Valley Sanitary District 1072 Tico Road 1072 Tico Road Ventura Ventura Ojai CA 93023 Ojai CA 93023 +1 805 6465548 +1 805 6465548 %kinsitufarm- 54/62 _ Last Refresh Date:05-31-2022 Project Final Contract iJDE Job Nu200387 Prime LAKE ARROWHEAD COMM.SVCS DIST NORTH BAY SLIP LINING PHASE 1 JC $1,306,795 $1,370,447 Project Manager :. •. •. Bibayan,Fariborz D 07-22-2020 12-17-2020 147 0 147 22 2,583 0 2,583:, • 2,358I 0_ 2,358': Lake Arrowhead Community Services Lake Arrowhead Community Services .. 5,088 0 5,08E District-Lake Arrowhead,CA District-Lake Arrowhead,CA 28200 State Highway 189 Lower Village S 28200 State Highway 189 Lower Village S P.O.Box 700 P.O.Box 700 San Bernardino San Bernardino Lake Arrowhead CA 92352 Lake Arrowhead CA 92352 +1 909 3378555 +1 909 3378555 Final Contract, • Description m, ...............oil Sptlaoitelllc�t — 200388 Prime LOS ANGELES CO SANI DISTRICT LACSD-WILCOX AVE.EMERGENCY JC $171.145 $230,863 Project Manager Bibayan,Fariborz D OB-04 2020 10 27 2020 582 0 582 2 . . 582 0 582 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 (UG I is tiJfor i 55/62 Last Refresh Date:05-31-2022 Project ContractFinal i R,le ProjectDescriptionContract Value Amount 200389 Sub VIDO ARTUKOVITCH/IRVINE,CA SWR SIPHON IMPRVMNTS JC $715,685 $778,096 Project Manager Bibayan,Fariborz D 04-30-2020 11-06-2021 0 429 429 0 • 0 412 412 • 0 770 770 Artukovich&Sons-South El Monte,CA Irvine Ranch Water District-Irvine,CA : 0 430 430 11155 Rush Street 15600 Sand Canyon Avenue Los Angeles Orange 445 0 445 South El Monte CA 91733 Irvine CA 92618 0 412 412 +1 626 4444286 +1 949 4535300 . . 445 2,453 2,898 Project Final Contract JDE Job Number Status Contract Val u e Amount 200391 Prime LOS ANGELES CO SANI DISTRICT LACSD-La HABRA HEIGHTS TRUNK JC $32,370 $32,370 Bibayan,Fariborz D 07-30-2020 12-16-2020 266 0 266 4. • - 266 0 266 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 (9)Insituform- 56/62 Last Refresh Date:05-31-2022 1Project S LIM er Project Description 1tatus Contract Value Amount 200392 Sub HYM ENGINEERING,INC. IMPERIAL/TELEGRAPH TURN POCKET JC $38,060 $38,060 Project Manager Bid Date Project Close Date Bibayan,Fariborz D 09-03-2020 03-07-2021 190 190 0, .. 190 190 HYM Engineering-Buena Park,CA City of La Mirada,CA 6380 Roland Street 13700 La Mirada Boulevard Orange Los Angeles Buena Park CA 90621 La Mirada CA 90637-0828 +1 714 5232372 +1 562 9430131 Project Final Contract '. Project Description Status Contract Value Amount 200393 Prime UNIVERSITY OF CA-SAN DIEGGO�O GILMAN DR.SEWER IMPVMNTS JC $126,307 $124,807 Project Manager Padilla,Adrian Miguel 09-01-2020 01-17-2021 4 2,570, 2,570 0 541 541 • 3,111 3,111 University of California,San Diego University of California,San Diego (UCSD)-La Jolla,CA-Utilites "(UCSD)-La Jolla,CA-Utilites 9500 Gilman Drive 9500 Gilman Drive San Diego San Diego La Jolla CA 92093 La Jolla CA 92093 +1 858 5343813 +1 858 5343813 I I r/�'t/form- 57/62 „;y.} Last Refresh Date:05-31-2022 Project Final Contract LE Job Number Project Description Status Contract Value Amount'l 200394 Sub CHARLES KING CO,ORANGE CO NEWHOPE-PLACENITA FE 19-09 JC $123,540 $123,540 Project Manager Project Close Date Bibayan,Fariborz D 07-23-2020 12-11-2020 427 427 0 427 427 LCustomer • Charles King Company-San Marcos, Orange County Sanitation District- CA Fountain Valley,CA 10844 Ellis Avenue 228 Navajo Street Orange San Marcos CA 92078 Fountain Valley CA 92708 +1 760 7369990 +1 714 9622411 Project Final Contract JDE Job Number Project Description Status Contract Value Amount 200396 Prime VALLEY SANITARY DISTRICT 2020 INDIO BLVD.TRUNK SWR REHAB JC $240,168 $225,740 Project Manager •- •• ��� Padilla,Adrian Miguel 09-17-2020 03-14-2021 842 0' 842 6 801 0' 801 ' • 608 0 608 Valley Sanitary District-Indio,CA Valley Sanitary District-Indio,CA . - 2,251 0 2.251 45500 Van Buren Street 45500 Van Buren Street Riverside Riverside Indio CA 92201-3435 Indio CA 92201-3435 +1 760 3472356 +1 760 3472356 I�! s fo 56/62 Last Refresh Date:05-31-2022 Project IStatus Contract Value Amount 200397 Prime CO SANI DIST 2 OF LOS ANGELES DOWNEY AVE.EXT.TRUNK SWR RHB JC $135,798 $136,798 Project Close Date -J Padilla,Adrian Miguel 08-24-2020 02-14-2021 332 0 332 7 •- 332 0 332 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract .. p Contract Value Amount 200398 Sub SPIN IELLO IN FRASTRUTU RE WEST ��ER��S-NOS REHAB-UNIT 12-PHASE 4 JC $371,844 $369,290 Project Manager �•��Yi�i7iiiiiilii �� Bibayan,Fariborz D 06-10-2020 03 20-2021 600 600 0 •. 600 600 Customer • Vido Artukovich&Son,inc-South El City of Los Angeles,CA-Dept of Public Monte,CA Works 11155 Rush Street 1149 S Broadway-6th Floor Los Angeles Los Angeles South El Monte CA 91733 Los Angeles CA 90015 +1 626 4444286 +1 213 8475167 (6)Insiturform- 59/62 Last Refresh Date:05-31-2022 Project Project 200399 Sub TRI-GROUP CONST.&DEVELOPMENT FY 2019-20 CMP-POWAY,CA JC $226,237 $211,167 Project Manager Padilla,Adrian Miguel 06-23-2020 01-13-2021 98 98 0!. 72 72 • 112 112. Tri-Group Construction& 282 282 Development,Inc-San Diego,CA City of Poway,CA 9580 Black Mountain Road 13325 Civic Center Drive San Diego San Diego San Diego CA 92126 Poway CA 92064-5755 +1 825 6890058 +1 858 7486600 Project� I.I n- Contract J Contract Amount DE Job Number Project Description Status 200401 Prime FALLBRRO�OOK PUBLIC UTIL.DIS.FY21 SEW.MAINLINE RELINING FY21 JC $124,612 $105,400 Projec t Manager Bibayan,Fariborz D 11-24-2020 02-28-2021 1,691 0 1,691 13 • 1,691 0 1,691 saffi • Fallbrook Public Utility District- Fallbrook Public Utility District- Fallbrook,CA Fallbrook,CA 990 E Mission Road "990 E Mission Road San Diego San Diego Fallbrook CA 92028-2232 Fallbrook CA 92028-2232 +1 760 7281125 +1 760 7281125 Pi( nsitufarm- 60/62 Last Refresh Date:05-31-2022 ContractProject Final � DescriptionJDE Job Number Project 200402 Prime SIMI VALLEY,CA- #SV 20-22 10"-12"SEWER REHAB-CP970381 JC $247,724 $244,604 I Project Manager Bibayan,Fariborz D 12-03-2020 06-12-2021 1,503 0 1,503 13' 699 0 699 • 2,202: 0 2,202 City of Simi Valley,CA City of Simi Valley,CA 500 W Los Angeles Avenue 500 W Los Angeles Avenue Ventura Ventura Simi Valley CA 93065-1644 Simi Valley CA 93065-1644 +1 805 5836400 +1 805 5836400 ProjectFinal Contract LE Job Number DescriptionContract Value 200403 Prime CO SANI�NI DST 21 OF LOS ANGELES DIST 21 OUTFALL TRUNK-INDUSTRY JC $335,617 $351,315 ---- LProject Manager Bibayan,Fariborz D 12-15-2020 06-26-2021 765 765 0 • - 765 765 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Ina7ftufarm• 61/62 Last Refresh Date:05-31-2022 ProjectFinal [JDE .. '. Amount. 200404 Sub HIGH DESERT UNDERGROUND FT.I��RWIN SWR REPAIR-PHASE 1A JC $0 $62,650 •e ctManager iiiMi���Mi rii➢ii Y iiiifi{L7 '" Bibayan,Fariborz D 09-10-2020 07-10-2021 1,103 0 1,103 15 ._ 1,103 0 1,103 High Desert Underground-Apple Valley,CA Fort Irwin,CA 13355 Osage Ct 4553 Tippecanoe Street San Bernardino San Bernardino Apple Valley CA 92308 Fort Irwin CA 92310 +1 760 2478999 +1 760 3864663 Project Final Contract IJ .. ProjectDescription 200407 Sub BIG BEN ENGINEERING,ORANGE,CA S-244 ANN.SWR MAINT.-FY20-21 JC $80,695 $77,646 Project Manager Bibayan,Fariborz D 03-18-2021 08-21-2021 200 0 200 2 1,704 0 1,704, • 1,904 0 1,904'. Bonadiman Water Inc.-Riverside,CA City of Orange,CA P 0 Box 52298 300 E Chapman Avenue Riverside Orange Riverside CA 92571 Orange CA 92866-1508 +1 951 6570200 +1 714 7445529 (6)Insitufarm. 62/62 Last Refresh Date:05-31-2022 Project Final L Contract unt 200410 Sub MURRIETA DEV.CO.,TEMECULA CA JCSD-5121-MDC-COR,RIVERBEND JC $55,442 $50,367 Project Manager Padilla,Adrian Miguel 02-12-2021 09-25-2021 406 406. 0', •- 406 406 IN Murrieta Development Inc.-Temecula, Jurupa Community Services District- CA Jurupa Valley,CA 11201 Harrel Street 42540 Rio Nedo Rd. Riverside Temecula CA 92590 Jurupa Valley CA 92509-3229 +1 951 7191680 +1 909 6857434 Project Final Contract JDE •.Number Project Description Status Contract Value Amount 200609 Sub SPINIE��LLO INFRASTRUTURE WEST NORTH LONG BEACH TRUNK REHAB JC $81,525 $95,175 [Project Manager ES��� ii7:YM- �® Bibayan,Fariborz D 07-01-2021 11-13-2021 95 95 01 • 95 95 Los Angeles County-Whitter,CA- Spiniello Companies-Pomona,CA Sanitation District 1441 E.9th St. 1955 Workman Mill Road Los Angeles Los Angeles Pomona CA 91766 Whittier CA 90601-1415 +1 909 6291000 +1 562 6997411 U k1situfarm- 1/4 &I Last Refresh Date:05-31-2022 Contract Qualification Closed Projects ( 2013 - Present ) - Detail Contract Value Project JDE Contract Final Contract Job Number Value Amount 190799 $427,321.00 $401,759.33 190802 $1,618,265.00 $1,003,204.00 190803 $1,088,300.00 $1,231,065.93 190804 $5,541,630.00 $5,482,862.50 190805 $2,792,000.00 $2.777,443.98 190806 $409,486.00 $402,772.88 190807 $1,702,029.00 $1,756,724.61 190810 $66,450.00 $64,525.05 190811 $116,880.00 $120,192.00 190813 $344,002.00 $348,448.00 190814 $221,805.00 $242,643.45 190815 $1,127,963.00 $1,183,591.49 190816 $1,612,558.00 $1,632,056.25 190817 $433,855.00 $334,232.00 190818 $198,902.00 $198,902.00 190819 $320,300.00 $316,951.79 190820 $134,794.00 $134,320.00 190821 $917,786.00 $912,827.10 190822 $1,317,258.00 $1,509,629.31 190823 $162,078.00 $162,078.00 190824 $316,644.00 $329,888.00 190825 $138,060.00 $143,731.93 190826 $916,911.00 $885,560.97 190827 $155,260.00 $155,260.00 ..................._._....... --.._........... -- -- 190828 $217,948.00 $246,448.00 190829 $150,664.00 $150,664.00 190830 $752,910.00 $702,663.35 190831 $170,140.00 $182,161.99 190833 $697,554.00 $697,554.00 190834 $1,882,322.00 $2,223,908.53 190835 $1,186,728.00 $1,164,212.87 190842 $361,866.00 $298,803.00 190844 $264,411.00 $264,411.00 190846 $262,884.00 $249,004.84 200293 $251,500.00 $224,283.40 (UG Insitufarm- 2/4 Last Refresh Date:05-31-2022 Project�JDE Contract Job Number Value Amount 200294 $2,383,498.00 $2,204,559.70 200295 $348,160.00 $389,423.00 200300 $70,430.00 $78,451.80 200312 $3,504,400.00 $5,446,635.40 200315 $352,821.00 $333,467.00 200316 $84,387.00 $84,367.00 200317 $31,500.00 $31,500.00 ............... -- --.... ...._..__..--.._._—.—...------ 200318 $75,161.00 $72,008.00 200319 $115,571.00 $107,944.00 200320 $190.482.00 $217,807.00 200321 $647,211.00 $642,474.40 200322 $90,675.00 $90,675.00 200323 $40,573.00 $41,773.00 200324 $624,619.03 $630,827.00 200325 $491,345.00 $491,345.00 200326 $491,854.00 $536,951.00 200327 $606,471.00 $563,802.67 200328 $233,114.50 $252,057.06 200329 $355,000.00 $355,000.00 200330 $146,977.50 $146,857.00 200331 $268,435.D0 $276,329.00 200333 $829,796.50 $1,326,421.70 200334 $296,154.00 $303,576.00 200335 $166,110.90 $168,594.00 200336 $1,955,378.93 $2,013,297.27 200337 $737,400.00 $682,476.67 200338 $412,886.00 $452,951.64 200339 $53,721.00 $54,129.00 200340 $268,199.00 $268,199.00 200341 $2,296,468.00 $2,263,750.00 200342 $1,787,045.00 $2,291,985.74 200343 $259,415.00 $169,158.36 200344 $303,600.00 $303,600.00 200345 $274,255.00 $259,907.40 200346 $237,784.00 $259,773.00 200347 $1,758,717.70 $1,735,217.76 200348 $779,600.00 $803,331.00 .._..............._..._..._......_.__._..._._.._.. -- ..._....—_......__..... - 200349 $1,345,878.00 $1,351,675.00 Ii�r7aftY fa m• 3/4 Last Refresh Date:05-31-2022 �Project J I II Job Number Value Amount 200350 $103,040.00 $91,569.60 200351 $258,977.00 $299,459.57 200352 $4,950.00 $110,937.00 200353 $69,994.06 $67,581.67 200354 $1,167,392.91 $1,164,352.00 200355 $374,458.00 $418,591.10 200356 $681,738.98 $720,325.24 200357 $189,000.00 $189,000.00 200358 $1,265,647.00 $1,281,228.84 200359 $45,280.00 $55,235.00 200360 $333,921.00 $360,320.15 200362 $141,195.00 $142,975.50 200363 $720,456.16 $812,431.06 200364 $636,436.00 $639,986.80 200365 $184,880.00 $106,454.00 200366 $329,719.00 $404,058.87 200368 $186,506.50 $186,476.99 200369 $30,380.00 $29,500.00 200370 $914,575.00 $919,383.25 200371 —-- - - $94,785.00 $142,382.17 200372 $90,141.63 $90,175.65 200373 $247,037.00 $257,291.31 200374 $2,762,486.00 $2,908,236.73 200375 $1,612,772.00 $1,616,027.35 200376 $91,609.00 $160,345.21 200377 $108,432.00 $109,630.36 200379 $631,345.00 $609,287.00 200380 $723,725.60 $753,663.94 200381 $328,702.50 $327,326.00 200382 $70.383.00 $71,075.00 200383 $132,230.00 $150,090.04 200384 $140,386.58 $150,450.00 200386 $413,476.00 $398,875.94 200387 $1,306,795.00 $1,370,447.35 200388 $171,145.00 $230,863.26 200389 $715,685.00 $778,095.54 200391 $32,370.00 $32,370.00 200392 $38,060.00 $38,060.00 uOk" I rhsE 4i+ fa m 4/4 Last Refresh Date:05-31-2022 Project JDE Contract Job Number Value Amount 200393 $126,307.00 $124,807.00 200394 $123,540.00 $123,540.00 200396 $240,168.00 $225,740.42 200397 $135,798.00 $135,798.00 200398 $371,844.00 $369,289.70 200399 $226,237.00 $211,167.00 200401 $124,612.00 $105,400.00 200402 $247,724.40 $244,603.86 200403 $335,617.42 $351,315.48 200404 $0.00 $62,650.00 200407 $80,695.00 $77,645.88 200410 $55,442.10 $50,366.75 200609 $81,525.00 $95,175.00 Total $72,694,180.84 $76,209,141.70 CityHuntingtonof Beach Critical Staff Resumes U.. ; AA i I • Insltuforr»e Technologies, LLC David Bibayan, P.E. 10260 Matern Place Santa Fe Springs, CA 90670 EDUCATION: M.S., Mechanical Engineering, University of Southern California, (USC) B.S., Mechanical Engineering, University of Southern California, (USC) PROFESSIONAL REGISTRATION: Licensed Professional Engineer(PE), State of California SIGNIFICANT EXPERIENCE: Insituform Technologies, LLC-Aegion—California 2011 to Present Sr. Project Manager and Manager of Southern California operations; Sr. Project Manager and operations Manager for Southern California region for Insituform's subsidiary of The Aegion Company. Responsible for trenchless rehabilitation of existing underground lines for municipalities, refineries, sanitation districts, and other public and private entities. Managing strategical growth and development, planning, forecasting, and execution of projects with P&L responsibility for the region. Managing safety, scope, schedule, and budget, estimating, permitting stages of projects through final completion. Manager of Engineering and Program Manager;2011 to 2014 Manager of projects for variety of capital projects for Brinderson's subsidiary of The Aegion Company for refineries,chemical plants, mining,compressed gas facilities, and pipelines. Sr.Project Manager responsible for scope,schedule,and budget for engineering and construction of a hydrochloric acid plant with a capacity of 170 tons per day, installed in the Olin's existing plant located in Henderson Nevada. Responsibilities included coordination with owner's management team, in-house engineering and design team, existing plant operations management team, outside consultants, survey team, geotechnical team, and the legal team. Also managed and coordinated all permitting activities between owner, outside consultants,and in-house engineering team. Negotiated and managed performance and emission guarantee agreements. Managed overall technical and permitting activities of the project. Bottom line financial responsibility included regular tracking and reporting on budget and schedule. Jacobs Engineering and Construction-Project Manager;2006 to 2011 JOHNSTON GAS POWER PLANT, and OLINDA GAS POWER PLANT; Sr. Project Engineer/Project Manager, responsible for technical management and coordination of major project activities for power generation facilities at two of the nation's largest landfill gas facilities in State of Rhode Island, and California. Capital equipment included Solar gas turbines, HRSGs, SCRs, gas gathering systems,gas compression systems,gas cleanup(H2S and Siloxane removal systems), flare system, HVAC, cooling towers, and emissions controls. Coordination with owner's management team, Jacobs' engineering and design, landfill plant operations, legal team, and investor teams. Seamless coordination between multitude of 3rd party consultants, (water and sewer agencies, high voltage transmission line agencies, survey team, geotechnical team). Coordinated technical support and input to permitting agencies including presentations and testimonies in public hearings. Supported DOE grant application submission to receive$25 million DOE Grant. Provided design and cycle optimization studies. Jacobs-PARAMOUNT PETROLEUM, Long Beach Refinery, Project Engineer. $600 million Hydrocracker addition to the existing refinery,as well as over 150 pieces of mechanical equipment (compressor stations, flares, pumps, vessels, tanks, specialty equipment, cooling towers and heat exchanges). Jacobs-EXXON-MOBIL, Torrance Refinery, Project Engineer. Project included a$240 million EPC project to install two new ESPs, SCR bypass duct, and related infrastructure to meet PM-10 particulate emissions standards. Jacobs-SHELL OIL, FCCU PM-10 Project, Los Angeles Refinery, Lead Mechanical Engineer. The $120 million EPC project involved heavy retrofit to FCC regenerator, installation of new electrostatic precipitators, and associated infrastructure. Fluor Corp; Power Division; Progressive Positions; 1989 TO 2005 MECHANICAL ENGINEERING DEPARTMENT MANAGER; 2001 to 2004 Technical responsibilities included overseeing Mechanical Engineering activities and personnel for all power generation projects and proposals, providing technical resolutions to engineering problems, providing technical guidance to engineering teams, developing engineering standards and procedures, and supporting executive management, marketing & sales, and project management, on all projects. Administrative responsibilities include hiring, assigning personnel, manpower forecast, performance appraisal, and salary administration. MECHANICAL ENGINEER; LEAD ENGINEER; PROJECT ENGINEER; 1989 to 2000 Responsible for mechanical and process design of over 20 power projects, proposals and studies. Responsibilities include: Leading mechanical engineering teams for evaluation, section purchasing and installation of compressor stations, gas turbines, diesel engines and generators, cooling towers, condensers, HVAC systems including chillers, pump stations and heat exchangers. Developed equipment specifications, bid packages, and bid evaluation for such capital equipment and managed their supply and installation subcontractors. o- Ins/tuform® R_?c'hnologies, LLC Raul Ruiz 10260 Matern Place Santa Fe Springs, CA 90670 PROFESSIONAL SKILLS • Direct, coordinate and supervise activities of field operations including subcontractors • Supervise field personnel to complete multitask projects; • Coordinate field operations with general and sub-contractors, municipal inspectors, government agencies, businesses, and residents • Maintain records, compile monthly progress billings, and complete close-out in a timely manner • Manage field costs and time to bring project in under budget • Oversee and implement safety programs to provide a safe working environment for field personnel • Analyze quality control issues • Oversee resource allocation and use including equipment, materials and labor • Compile and purchase materials and equipment • Engineer new designs for equipment • Obtain required permits • Create, update and apply project schedules to ensure work is completed without conflicts and within allotted contract time. • Review project requirements to determine how and when the project will be completed EXPERIENCE 03/96 INSITUFORM TECHNOLOGIES, INC. to Present 1400 Orangethorphe Ave Fullerton, CA 92831 Superintendent/General Superintendent. Manage activities including employees, scheduling, safety and equipment. Responsible for personnel, accounting, procurement and time keeping. Representative projects include: • City of Huntington Beach, 39,689' of 8-15" Huntington Harbour Sewer Project, Huntington Beach CA.; • City of Thousand Oaks, 6,619' 10-36"—Interceptor CIP Phase 1A-Lining of Units B1,C1, Thousand Oaks, CA • South San Luis Obispo County Sanitation—650'-12-24"-Storm drain Rehabilitation-South San Luis Obispo County, CA • City of Beverly Hills, CA— 106,000 LF 6"-15" Cl PP Sewer 07/96 INSITUFORM TECHNOLOGIES, INC. to 3/98 1400 Orangethorphe Ave Fullerton, CA 92831 Fernando Avila Page 2 Foreman. Responsible for leading crews in Insitutube installations and reinstating service connections. Also responsible for TV inspections, direct post-video production, and pipeline analysis CERTIFICATES • First Aid • CPR • Hazwopper40 • Haz Communication Person • NASSCO CIPP • Boiler Operator • Confined Space Entry • Respiratory Safety • Forklift City Huntingtonof Beach StampDesigns imp, jF INA • <><><><><><><> INSITUFORIVI®CIPP DESIGN <><><><><><><> (as per ASTM F1216-09) Client: City of Huntington Beach 06/06/22 Project: 8in Sewer,FY 2021/22 Sewer Lining Project Location: Huntington Beach,CA Conduit\Condition:Gravity Sewer,Fully Deteriorated 250,000;,psi Flexural Modulus 50% Flexural Modulus Reduction to Account for Long-term Effects 4,500',psi Flexural Strength 2.00 Safety Factor for External Loads 8,00''inches Mean Diameter 7.84 inches Minimum Diameter 2'% Ovality 7,67 feet Maximum External Water Head to flowline 9.33'feet Soil depth at Top of Conduit 120Ilb./cu.ft. Soil Density 1,000;',psi Soil Modulus 10.5 psi Total Loading 16,000;,lbs 16,000lbs Highway Live Load per AASHTO includes 1.64 psi Highway surcharge) 0'psf 2025psf RR Live Load(80,000lbs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations (in inches) 0.10 Maximum compressive hoop stress 0.13 External pressure buckling 0.13 Minimum stiffness limitation,deteriorated conduit 0.15 External pressure,deteriorated conduit(AWWA) Minimum Design Thickness = 0.15 inches 3.8 mm DR= 53.0 Mode of Failure: External pressure,deteriorated conduit(AWWA) Long-term Deflection= 1.01% (Spangler) Based on Trench Width of 2.25 feet 0.7 meter The input data for this project should be verified in the field prior to construction. Should other conditions exist now or are expected in the field over the design life of this Insituform CIPP differing from the information contained herein,then appropriate adjustments must be made to the design calculations. QQ�QFESS/pay, E. $�c A'y y C 80964 v * EXP. 3131123 C)VI �P OF CAtifdq`� FCD-0320 Revised 04/20/11 INSITUFORM CIPP DESIGN Designed by: NMO GRAVITY PIPE,FULLY DETERIORATED CONDITION Checked by: Date: 06/06/22 PROJECT NAME 8in Sewer,FY 2021/22 Sewer Lining Project LOCATION Huntington Beach,CA CLIENT City of Huntington Beach ' DESIGN CRITERIA PIPE MEAN INSIDE DIAMETER INCHES 8.0 in. OVALITY % 2 % PIPE MINIMUM INSIDE DIAMETER INCHES 7.84 in. EXTERNAL WATER Hw,FT ABOVE INVERT 7.7 ft DEPTH OF SOIL Hs,FT.ABOVE TOP OF PIPE 9.3 ft DEPTH OF SOIL FT TO INVERT 10.0 ft SOIL MODULUS E's,psi 1,000 psi INSITUFORM CIPP FLEXURAL MODULUS E 250,000 psi INSITUFORM CIPP FLEXURAL STRENGTHSpsi 4,500 psi REDUCTION TO ACCOUNT FOR LONG-TERM EFFECTS % 50 % SOIL DENSITY w Ib/ft"3.table 4 120 pcf LIVE LOAD(Concentrated)..lbs..P 16,000 Ibs LIVE LOAD Distributed. ..Ib/ft"2 0 psf Distributed Load Width, X ft 8 ft Distributed Load Length, ft 20 ft FACTOR OF SAFETY,N 2 'table references can be found in the I'FORM ENGINEERING DESIGN GUIDE plus internal vacuum if applicable DESIGN CALCULATIONS I. Buckling Analysis(Modified AWWA Formula) v� q,=Nx[32xRw.BkxC.( xIJJ oQRofEfto ll )J eF �41 rN Q,ll h 5 C IxJ Solve for t, t=0.72 be D x C 80964 N m U E�x R�.BkC x Eg where, EXP: 3131123 * q1 -total external pressure on pipe,psi =0.433Hw+vMsRw/144+Ws CIVI a�Q' Hw -height of water above top of pipe,ft Q� Ufa W -soil density,Ib/ft"3 CA Hs -height of soil above top of pipe,ft R, -water buoyancy factor =1-0.33(Hw/Hs),minimum value=0.67 W, -live bad,psi(Wsc and/or Wsd) D -mean inside diameter of existing pipe(or Insltuform CIPP outside diameter),inches C -ovality factor )2]3 C [(I 100)/(1+100 q -ovality =100 x(max.dia.-mean dia.)/mean dia. N -factor of safety,typical value=1.5 to 2 B' -coefficient of elastic support B' — 1 EL -flexural modulus of elas ly of i' fg -0i Cl� H' psi,reduced to accoun r ng-t r9 effects I -moment of inertia,in4/in=t3/12 t -Insituforrn CIPP thickness,inches FCD-0320 Revised 04/20/11 PAGE(2) PROJECT NAME........ 81n Sewer,FY 2021/22 Sewer Lining Project a. Determine load q=0.433>cHµ,+wx xRw+W 144 RW=1-0.33x(H_) HS Rw= 0.75 w= 120 pcf 1.LIVE LOAD Live loads(concentrated) Wc_0.33x Cs PxF 12-D where, W� -concentrated live bad,psi P -concentrated bad,Ibs F. -impact factor C. -load influence coefficient(concentrated) D -inside diameter of existing pipe (or Insitufonn CIPP outside diameter),inches Live bad(distributed) _ C5d x F W'' 144 where, W�d -distributed live bad,psi p -applied surface bad,Ib/rt2 Fu -impact factor Cx -bad influence coefficient(distributed) D -inside diameter of existing pipe (or Insituform CIPP outside diameter),inches P = 16000lbs Cu = 0.0298(table 5)' F. = 1 p = 0 psf Csd = 0(table 5) Fsd = 0 W.= 1.64 psi Wsd= 0.00 psi W.=W..+Wsd= 1.64 psi 2. TOTAL EXTERNAL LOAD Q t = 10.5 psi b. Calculate coefficient of elastic support B'= 0.314 FCO-0320 Revised 0420/11 PAGE(3) PROJECT NAME........ Sin Sewer,FY 2021122 Sewer Lining Project c. Calculate ovality reduction factor rr l l3 C—L�1 too 1+ t o 12J C = 0.836 d. Calculate EL EL_E-(E x Reduction Factor to Account for Long-Term Effects) EL= 250,000 -( 250,000 x 0.5) EL= 125,000 psi e. Determine minimum Insitufonn CIPP thickness in buckling 2 1/3 (Nxgl t=0.721 xDx 1 E, xRH, xB'xCxE. t= 0.15 in. (External Pressure,Deteriorated Conduit) f. Check minimum stiffness requirement ExI _ E > 0.093 D' 12 x(DR)' where, DR=Dimension Ratio, DR=Dtt solve for t, 113 D3 t E 12 x 0.093 t= 0.132 inches (Min.Stiff.Limitation,Deteriorated Conduit) II. Deflection(Spangler Formula) Y Kx(LW+Ws) — x1OO D E +O.O61xE' 1.5x(DR-1)3 s where, Y -vertical deflection of Insitupipe,inches Y/D -deflection ratio,expressed as a percentage L -empirical lag factor,taken as...... 1.25 K -bedding constant,taken as.......... 0.083 W -earth bad,psi W, -live bad,psi(Wsc and/or Wsd) DR -Insituform CIPP dimension ratio=Dtt E', -modulus of soil reaction,psi (typical value 700-1500 psi) FCD-0320 Re i-d 0420/11 PAGE(4) PROJECT NAME........ 8in Sewer,FY 2021122 Sewer Lining Project a. Determine Loads 1. Earth Load(Modified Marston Formula) W= CxwxBd 144 where, W -earth bad,psi Bd -trench width,It w -soil density,Ib/ft3 C -1-e(-2wrHSIBd)/2ku' e -2.718 k -a ratio of horizontal to vertical pressures u' -coefficient of sliding friction between the backfill and trench walls(Table 4)' He -soil depth to top of pipe,It Bd= 2.25(Table 3) ku'= 0.13(Table 4)' C= 2.54 W= 4.76 psi 2. Live Load WS = 1.64 psi(from section la) b. Calculate deflection Dimension Ratio(DR)=Dtt=( 8 )/( 0.1509)= 53.0 Y/D = 1.01 % <5%allowable? "' O.K. III. Buckling due to external water pressure (MODIFIED TIMOSHENKO) Restrained Buckling Analysis P= 2x KxE, 1 x— C 1— x vT (DR-ly N solve for t, D t- 113 2xKxE,xC +l PxNX 1—v' D -mean I.D.of existing pipe(or Insitufarm Pipe outside dia.),inches t -Insituform Pipe thickness,inches DR -dimension ratio,(Dtt) P -allowable restrained buckling pressure,psi (or allowable external pressure measured above the pipe invert) K -enhancement factor(typically 7) EL -flexural modulus of elasticity of Insitufomr Pipe,psi, reduced to account for long-term effects FCD-0320 Revised 0420111 PAGE(5) PROJECT NAME........ 8in Sewer,FY 2021/22 Sewer Lining Project C =ovality reduction factor= (1 10) 100)2 (Mean Diameter--Minimum Diameter) q =100 x Mean Diameter v =Poisson's Ratio(0.30 typical for Insitufonn CIPP) N =safety factor,(typically 1.5 to 2) a. Determine bad H x62.4 P W144 Hw-External Water Above Invert(ft) P= 3.32 psi b. Calculate thickness K=enhancement factor= 7 v=Poisson's Ratio= 0.3 t= 0.13 inches (External Pressure Buckling) IV. Pressure limited due to stress 1.5x—x 1+— xDR -0.5x 1+— xDR= Q q q 2 q 1.5 100 100 100 PN Mere, U= flexural strength of Insituform Pipe,psi solve for t, 1.5x100xr1+100)x(D)2-0.5xr1+100)x(t)) PN 1.9584 l J4.08 l` = 677.3 t2 t 677.3 t2 + 4.08 t 1.96 = 0 t= 0.1000 inches (Maximum Compressive Hoop Stress) V. SELECT MINIMUM INSITUFORM CIPP THICKNESS THICKNESS LIMITATIONS 0.15 INCHES: EXTERNAL PRESSURE,DETERIORATED CONDUIT(AWWA) 0.13 INCHES: MINIMUM STIFFNESS LIMITATION,DETERIORATED CONDUIT 0.13 INCHES: EXTERNAL PRESSURE BUCKLING 0.10 INCHES: MAXIMUM COMPRESSIVE HOOP STRESS MINIMUM DESIGN THICKNESS= 0.15 INCHES 3.8 mm DR= 53.0 DESIGN CASE: EXTERNAL PRESSURE,DETERIORATED CONDUIT(AWWA) FCD-0320 Revised 04/20/11 <><><><><><><> INSITUFORM®CIPP DESIGN <><><><><><><> (as per ASTM F1216-09) Client: City of Huntington Beach 06/06/22 Project: 12in Sewer,FY 2021122 Sewer Lining Project Location: Huntington Beach,CA Conduit\Condition:Gravity Sewer,Fully Deteriorated 250,000',psi Flexural Modulus 50'% Flexural Modulus Reduction to Account for Long-term Effects 4,500',psi Flexural Strength �_100 Safety Factor for External Loads _t2a7d inches Mean Diameter 11.76 inches Minimum Diameter 2% Ovality 11,00'feet Maximum External Water Head to flowline 14.00'feet Soil depth at Top of Conduit 120'lb./cu.ft. Soil Density 1,000',psi Soil Modulus 14.0 psi Total Loading 16,000';lbs 16,000lbs Highway Live Load per AASHTO includes 0.76 psi Highway surcharge) 0 psf 2025psf RR Live Load(80,000lbs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations (in inches) 0.10 Maximum compressive hoop stress 0.21 External pressure buckling 0.20 Minimum stiffness limitation,deteriorated conduit 0.26 External pressure,deteriorated conduit(AWWA) Minimum Design Thickness = 0.26 inches 6.5 mm DR= 47.0 Mode of Failure: External pressure,deteriorated conduit(AWWA) Long-term Deflection= 1.12% (Spangler) Based on Trench Width of 2.5 feet 0.8 meter The input data for this project should be verified in the field prior to construction. Should other conditions exist now or are expected in the field over the design life of this Insituform CIPP differing from the information contained herein,then appropriate adjustments must be made to the design calculations. aQRpFEssia E. y y y y a C 80964 N * EXP 31311 3 ClV1 OF CA� � FCD-0320 Revised 04/20/11 INSITUFORM CIPP DESIGN Designed by: NMO GRAVITY PIPE,FULLY DETERIORATED CONDITION Checked by: Date: 06/06/22 PROJECT NAME 12in Sewer,FY 2021/22 Sewer Lining Project LOCATION Huntington Beach,CA CLIENT City of Huntington Beach ` DESIGN CRITERIA PIPE MEAN INSIDE DIAMETER INCHES 12.0 in. OVALITY % 2 % PIPE MINIMUM INSIDE DIAMETER INCHES 11.76 in. EXTERNAL WATER Hw,FT ABOVE INVERT 11.0 It DEPTH OF SOIL Hs,FT.ABOVE TOP OF PIPE 14.0 ft DEPTH OF SOIL FT TO INVERT 15.0 ft SOIL MODULUS E's,psi 1,000 psi INSITUFORM CIPP FLEXURAL MODULUS E 250,000 psi INSITUFORM CIPP FLEXURAL STRENGTHSpsi 4,500 psi REDUCTION TO ACCOUNT FOR LONG-TERM EFFECTS % 50 % SOIL DENSITY w Ib/ftA3,table 4 120 pcf ' LIVE LOAD(Concentrated)..Ibs..P 16,000 Ibs LIVE LOAD Distributed. ..Ib/f A2 0 psf Distributed Load Width, X ft 8 ft Distributed Load Length, Y ft 20 ft FACTOR OF SAFETY N 2 'table references can be found in the I'FORM ENGINEERING DESIGN GUIDE plus internal vacuum if applicable DESIGN CALCULATIONS I. Buckling Analysis(Modred AWWA Formula) xBkFgxC 32xR q A xr J I x EL x11"Z Q�pFES N L S/p rJ Q \\ � JJ �Q� �, E. 1/3 p/�h ti CO Solve for t, (N i 9i) LY ti OV 7b`4 N t=0.72 Ix D x E,x R��.BkC x Es 3131113 rn where, * Ep q1 -total external pressure on pipe,psi =0.433Hw+wHsRw/144+Ws Hw -height of water above top of pipe,ft 9�OF CRL�F W -soil density,Ib/ftA3 Hs -height of soil above top of pipe,ft R. -water buoyancy factor =1-0.33(Hw/Hs),minimum value=0.67 W, -live load,psi(Wsc and/or Wsd) D -mean inside diameter of existing pipe(or Insituforin CIPP outside diameter),inches C -ovality factor ]3 C -K 1001+100 q -ovality =100 x(max.dia.-mean dia.)/mean dia. N -factor of safety,typical value=1.5 to 2 B' -coefficient of elastic support 1 B f — n u_ Er -flexural modulus of elas ly of Ir' i-0 pljI '1 psi,reduced to accoun r ng-t r9 effects I -moment of inertia,in'/in=t3/12 t -Insituforrn CIPP thickness,inches FCD-0320 Revised 04/20/11 PAGE(2) PROJECT NAME........ 121n Sewer,FY 2021/22 Sewer Lining Project a. Determine load qt=0.433x14w+"144RW+Ws R�,=1-0.33x(Hw) HS Rw= 0.76 w= 120 pcf 1.LIVE LOAD Live loads(concentrated) Wc_0.33x Cs xPxF 12.D where, W� -concentrated live bad,psi P -concentrated bad,Ibs Fu -impact factor Cx -load influence coefficient(concentrated) D -inside diameter of existing pipe (or Insitufonn CIPP outside diameter),inches Live bad(distributed) C sd x F W'd 144 where, Wsd -distributed live bad,psi p -applied surface bad,Ib/ft2 Fw -impact factor Cx -load influence coefficient(distributed) D -inside diameter of existing pipe (or Insituform CIPP outside diameter),inches P = 16000lbs Cx = 0.0208(table 5) F. = 1 p = 0 psf Csd = 0(table 5)' Fsd = 0 WW= 0.76 psi Wsd= 0.00 psi Ws=Wsc+Wsd= 0.76 psi 2. TOTAL EXTERNAL LOAD q c = 14.0 psi b. Calculate coefficient of elastic support B.= 0.383 FCD-0320 Revised 0420/11 PAGE(3) PROJECT NAME........ 1211n Sewer,FY 2021/22 Sewer Lining Project c. Calculate ovality reduction factor rr C-ICl 10 )/C1+ 10 ) C = 0.836 d. Calculate EL EL=E-(E x Reduction Factor to Account for Long-Terre Effects) EL= 250,000 -( 250,000 x 0.5) EL= 125,000 psi e. Determine minimum Insituforrn CIPP thickness in buckling 2 1/3 rNxq,l t=0.121 xDx l 1 J E, x R. x B'xC x ES t= 0.26 in. (External Pressure,Deteriorated Conduit) f. Check minimum stiffness requirement Exl _ E > 0.093 D3 12 x(DR)3 where, DR=Dimension Ratio, DR=D/t solve for t, 113 D3 t E 12 x 0.093 t= 0.198 Inches (Min.Stiff.Limitation,Deteriorated Conduit) II. Deflection(Spangler Formula) Y Kx(LW+WS) — x100 D E 3 +0.061xE.' 1.5x(DR-1) where, Y -vertical deflection of Insitupipe,inches Y/D -deflection ratio,expressed as a percentage L -empirical lag factor,taken as...... 1.25 K -bedding constant,taken as.......... 0.083 W -earth bad,psi Ws -live load,psi(Wsc and/or Wsd) DR -Insituform CIPP dimension ratio=D/t E's -modulus of soil reaction,psi (typical value 700-1500 psi) FCO-0320 R—ed 0420111 PAGE(4) PROJECT NAME........ 121n Sewer,FY 2021/22 Sewer Lining Project a. Determine Loads 1. Earth Load(Modified Marston Formula) W=CxwxBd 144 where, W -earth load,psi Bd -trench width,ft w -soil density,Ib/ft3 C -1-el-21o,Hssdl/2ku' e -2.718 k -a ratio of horizontal to vertical pressures u' -coefficient of sliding friction between the backfill and trench walls(Table 4)' Hs -soil depth to top of pipe,ft Bd= 2.5(Table 3)' ku'= 0.13(Table 4)' C= 2.95 W= 6.14 psi 2. Live Load Ws = 0.76 psi(from section la) b. Calculate deflection Dimension Ratio(DR)=D/t=( 12 )/( 0.2552)= 47.0 Y/D = 1.12% <5%allowable? "' O.K. III. Buckling due to external water pressure (MODIFIED TIMOSHENKO) Restrained Buckling Analysis P= 2xKxE, 1 x— C 1-�x (DR-1y N solve for t, D t= 2xKxE,xC 1,3 +1 PxNx 1—v' D -mean I.D.of existing pipe(or Insituform Pipe outside dia.),inches t -Insituform Pipe thickness,inches DR -dimension ratio,(DA) P -allowable restrained buckling pressure,psi (or allowable external pressure measured above the pipe invert) K -enhancement factor(typically 7) EL -flexural modulus of elasticity of Insituform Pipe,psi, reduced to account for long-term effects FCD-0320 Revised 04120M 1 PAGE(5) PROJECT NAME........ 121n Sewer,FY 2021122 Sewer Lining Project C =ovality reduction factor= L(1 100)/(1+too)2]3 (Mean Diameter-Minimum Diameter) q =100x Mean Diameter v =Poisson's Ratio(0.30 typical for Insituform CIPP) N =safety factor,(typically 1.5 to 2) a. Determine load H.x 62.4 P= v' Hw-External Water Above Invert(ft) 144 P= 4.77 psi b. Calculate thickness K=enhancement factor= 7 v=Poisson's Ratio= 0.3 t= 0.21 Inches (External Pressure Buckling) IV. Pressure limited due to stress 1.5 1.5x 100x(1+100)xDR2-0.5x(1+100)xDR=PN where, U= flexural strength of Insitufonn Pipe,psi solve for t, 2 1.Sx100x(1+100)x(D) OSx(1+100)x(tD) PN 4.4064 6.12 l = 472.0 t2 t 472.0 t2 + 6.12 t 4.41 = 0 t= 0.1000 Inches (Maximum Compressive Hoop Stress) V. SELECT MINIMUM INSITUFORM CIPP THICKNESS THICKNESS LIMITATIONS 0.26 INCHES: EXTERNAL PRESSURE,DETERIORATED CONDUIT(AWWA) 0.20 INCHES: MINIMUM STIFFNESS LIMITATION,DETERIORATED CONDUIT 0.21 INCHES: EXTERNAL PRESSURE BUCKLING 0.10 INCHES: MAXIMUM COMPRESSIVE HOOP STRESS MINIMUM DESIGN THICKNESS= 0.26 INCHES 6.5 mm DR= 47.0 DESIGN CASE: EXTERNAL PRESSURE,DETERIORATED CONDUIT(AWWA) FCD-0320 Revised 0420/11 OTM Document A31 - 2010 Bid Bond CONTRACTOR: SURETY: (Name;legal statue and address) (Name,legal status and principal place of business) This document has INSITUFORM TECHNOLOGIES,LLG Travelers Casualty And Surety Company Of important legal America consequences. 580 Goddard Avenue Consultation with an Chesterfield,MO 63005 One Tower Square attorney is encouraged Hartford,CT 06183 with respect to its OWNER: completion or (Name,legal status and address) Mail Notices To: modification. Travelers City of Huntington Beach Attn:Surety Claim Dept. Any singular reference to 2000 Main Street Contractor,Surety, Huntington Beach,CA 92648 One Tower Square 2S1A Owner,or other party Hartford,CT 06183 shall be considered plural where applicable. BOND AMOUNT: Ten Percent of the Amount Bid..................dollars($10%of Amount Bid) PROJECT:FY 2020-2022 Sewer Lining Project;CC No.1694 (Name,location or address,and Project number,if any. The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves,their heirs,executors, administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amountof this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein_ When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Sign d this 07tAayJ, ne,2022. INSIl FORM TECHNOLOGIES,LL(Prindlra!) (SealJ -(Title) Whittney Schu ,Contracting A Attesting 007cer Com an y Of Am cdo 1 f (surety) ( �I (WitnessyChristina A.Culotta,witness (Title)Andrew P.Thorne,Attorney-In-Pact IniL AIA Document A310^'—2010.Copyright 01963,IWO and 2010 by The American institute of Architects.All rights reserved.WAFtfillNG: fhz AIA F30 ument i5 protected by U.S.Copy,fight Lana and r23 a un�.tno act reproductsoo o distribution of try AIh 0-ocumentz-or any Dort on of it, mey result in severe..ova;a�.d c.im3n,! pe::a t es, 3njr ^i t. be,prosecuted io xhr_maximum extent poss ble undo-.. - ta=fie a Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,coovrfoht0aia.oro. 06111n I CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT i State of C Iua+rtlisso= � a I Countyof St.Louis If l i I On .June 07,2022 before me, Christina A.Culotta,Notary Public— (Here insert name and title of the officer) ( personally appeared Andrew P.morn,Attomey-in-Fact , f who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument, i t I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. CHRISTINA A.CULOTTA NOTARY PUBLIC-NOTARY SEAL. STATE OF MISSOURI WITNESS my hand and official seal. COMMISSIONED FOR ST.LOUIS COUNTY I MY COMMISSION# 93iR4S2 AUG,05,2023 C4, (Notary Seal) 1 Signature of Notary Public Christina A.Culotta,Notary Public I I ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM 1 t hiv acknowledgment completed in California must contain rerbiage esactk as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the nolary section or a separate acknowledgment form nnrst be �- properly completed and attuched to Ihur document. The only reception Is if a Bid Bond docianent is to be recorded outside of California.In such instances•cum ahernarire (Title or description pF gttach d document) acknowledgment verbiage as Deers.be printed on such a document so long as the verbiage does rrot rrrinirr the notary to do swurlhitrg that.is Illegal for a narney in M CWortna(i,e..cerliohig the auNtorbed capacity of the signer). Please checA the -- - cocument carefidly for proper notarial wording and allach Ihts jornt I f ragt ired.. (Titieor description of attached document continued) Number of Pages 1 Document Date wneoz.2asz • State and County information must be the State and County Oven:the document III 1 — signer(s)personally appeared before the notary public for acknowledgment. Ilil Date of notarization must be the date that the si s personally&rn'rO p� appeared which i Travelers Casualty and Surety Company of America must also be the same date the acknowledgment is completed (Additionat information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). Print the name(s)of document signer(s)who personally appear at the time of 1l notari•7.atioa. �; CAPACITY CLAIMED BY THE SIGNER a indicate the correct singular or plural forms by crossing off incorrect forms(i.e. Q Individual.(s) helshellhey-is tare)or circling the correct forms.Failure to correctly indicate this I I information may lead to rejection ordocument recording. ( 0 Corporate Officer • Tho notary seal impression must be clear and photographically reproducible, ifl impression must not cover text or lines- if seat impression smudges,re seat if a �t (`title) sufficient area permits,othenvise complete a different acknowledgment rorm. j i Partner(s) Signature of the notary public must match the signature on flle with the office of !!! the county clerk_ I+ iT Attorney-in-Fact s Additional information is not required but could help to ensure this Q Trustee(s) acknowledgment is not misused or attached to a different document, � C Other .r indicate title or type of attached document,number or pages and date. -- — - 4- Indicate the capacity clahned by the Aguer.If the claimed capacity is a s corporate officer,indicate die title(i.c.CEO,CFO,Secretary). • Securely attach this document to die signed document 200R Version C APA vt210.07$tN)M-9865' %~v,NotaryClasses.com State of Missouri County of St.Louis On 06/07/2022, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Andrew P. Thome known to me to be Attorney-in- Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument,and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal,the day and year stated in this certificate above. CA n `�. Christina A. Culotta,Notary Public CHRISTINA A CULOT6A NOTARY PUBLIC-NOTARY SEAL. STATE OF MISSOURI COMMISSIONED FOR ST.LOUfS COUNTY MY COMMISSION EXPIRES AUG.05,2023 My Commission Expires: ID#19313442 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS a St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint ANDREW P THOME of CHESTERFIELD , Missouri , their true and lawful Attomy(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed,this 21st day of April, 2021. State of Connecticut By: City of Hartford ss. Robert L.Raney6ltenjor Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. ���a'''''''»� IN WETNESS WHEREOF,t hereunto set my hand and official seal. N My Commission expires the 30th day of June,2026 �Y ,,r ` �"t'� ' Anna P.Nowik;Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President,any Second Vice president, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President; any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attemeys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed. and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies,which remains in full force and effect. Dated this 07th day-of June 2022 CS-1 II{cc ��,Wi� - Kevin E.Hughes,Assn tart Secretary To verify the authenticity ofthis Power ofAttorney,please call us at 1-80e-421-3880. Please refer to,the above-named Atterney(s)-in-Fact and Me details of the bond to which this PowerofAttorney is attached. i I CALIFORNIA. ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State oftiaial Missouri County of St.Louis 's On before me, Diane Partridge, rotary Public to insert name and title of the officer) personally appeared Whittney Schulte,Contracting&Attesting Officer p y apt r who proved to me on the basis of satisfactory evidence to be the.person(s)whose name(s)islus subscribed F to the within instrument and aelmowledged,to me that l shelthW executed the same inAiAerAla R authorized capacity(ies),and that bykii6/her/tluissignature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I-certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. EXAtNE PARTRIDGE No"lauitilc-r4otary Seas STATE OF Ws.%Mm WITNESS d and official seal. trwts Cotttlt y My Cdrr*asiart EXPOss: ,,��y 6,2024 � Commission X 126W 71 I (Nob"scat) I Signature of Nou"Public ADDITIONAL OPTIONAL INFORMATION j INSTI;UCIIONS FOR COMPLETING THIS FORM Di SCRIPTION OF TFIE ATTACHED DOCUMENT Any acknowledgment completed in CdlOmio mutt cmNatn verbiage exactly at appears:above in(he notary.section or a separate acknowledgment Jorm mart:be i properly completed and attached to that document. the only exception is it a decana(t it to be racorded oabslde of Caltrbrnia.In such instances.any alternative (Title or description of attached doctimen#) acknowledgment verbloge.tis may be printed an such a document to long as the verbiage does not require shenolary to do something that Lr fttegat for a notary to Colijornla(t.e.certoft the authorized capacity of the signer}:Please check the (1rileordcscripiiottofattacheddocumentcorttinuexl) +manicarr{hIleforpropernosarialwordingandanachthisformifrequired. Number of Pages Document Date • State and County Information must be the State and County where the document signor(s)personally appeared before the notary public for acknowledgment, • Data of-notarization must be the date that the sisuar(s)personally appeared j rho information) ---� which must also be the same data the sehnowiedgment is camplctcd. • The notary public mast print his or her name as it appeam within his or her commission followed by a comma and then your titre(notary public). • Print the namo(s)of document signor(s)who personalty appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the coraxt singular or plural fb=by crossing off iacorrcct forms Q.c. Individual(s) tte/aarAbq;talase)ars6eling the�otstct forma Faitere to-fly iodlc to S this iaformalloa tray lead to rejection of document recording. Corporate Officer • The notary seal impression must be oleo and photographically rapraducibic. Impression trust not cover text or linen.If seal itnpmtisiotl wittlgras,reseal if a sufficient area parmitt,otherwise complete a different aciotewiadgment form. (Title) • Signatureorthenot"publicmustmatchthesignshimanfdewiththsofflceof Partner(s) the county clerk Attorney-in-Feet Additional information is not required but could help to ensure this ae)mowledgeatutirnot misused or attached to a different document. Trustees) Q•Indicate title or type of sttaehed document,number of pales and date. OiltCt -Indicate the capacity claimed by the signer.tr Ote claimed capacity is a corporate officer,indicate the tide(i.e.CEO,CFO,Scerclnry). • securely attach lhia document to Ow signed document i ?QOg Version CAPA vII10.07 8M&73-9t6S wwwNcOrYC12sses.com y I 5-4067/GE 9109 XOP SECTION C PROPOSAL for the construction of FV 2021/22 SEWER LINING PROJECT CC No. 1694 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Electronic Bids, the undersigned hereby proposes and agrees to perform,all the work therein described,and to furnish all labor,material,equipment and incident insurance necessary therefor,in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach,and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the.Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award,BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed,rill result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses,taxes,royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded,the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid; unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bands and insurance certificates within 10 working days after the date of the AGENC.Y'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option,be considered null and void. Accompanying this proposal of bid,find tat A 6 A in the amount of 10 '/,_which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Electronic Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or"Bidder's Bond for10%",as the case may be) Any standard Surety Bid.Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bid 1-nature C-2 SECTION C PROJECT BID SCHEDULE A FY 21/22 SEWER LINING PROJECT CC1694 BID ITEMS Item Description fJra=t ty ; Unk Uiait coo Test Cost No. (Exlcnsion}; 1 Mobilization and Demobilization 1 LS $1 a • $io,S00 .00 2 NOT USED 3 Construction Traffic Control 1 L5 $T, $ 7rSoa.a0 Cleaning and closed Circuit Television Inspection of 8-inch 4 sewer main per specifications section 500-3.3 and 500-3.4 25,576 LF '$3.00 5 Cleaning and Closed Circuit Television Inspection of 12-inch sewer main per specifications section 500-3.3 and 500-3.4 11 LF $ 'l�•� $ ��•Q O Install Liner within 84nch Sewer Main and Post Video 6 Inspection of 8-inch sewer main. 25,576 LF $'f 3.00 $ I 76I1'•d0 7 Install Liner within 12-inch sewer main and Post Video Inspection of 12"sewer main 11 LF $ 3 rf�. $ 3,7't •00 8 Grind and Re-open Sewer Service Lateral 684 EA $3S.00 $ Z 3,RgQ.4t3 9 Manhole Rehabilitation(Depth 8-feet') 115 EA $t e ISO-CO $ Zi 2,73�• 10 Install Manhole Liner on Manholes Previously Adjusted to Grade(2-4-inch Lining) 25 EA $ o -00 $ 2ioi 2JO.00 Calcium or Root Removal in 8-inch Sewer Main,Heavy 11 Cleaning,Restoration of the Pipeline to 95%of Original Diameter. 19,182 LF $ i-Sa $ Z9 77&00 Calcium or root removal in 12-inch sewer main,Heavy 12 Cleaning,restoration of the pipeline to 95%of original diameter. 11 LF $ Z•sd $ 2 7.50 TOTAL BID AMOUNT(BASIS OF AWARD)—SCHEDULE A $ ( .kq0 . 020. SO TOTAL BID AMOUNT IN WORDS: Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension,the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 41.04, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater,and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Items) Subcontractor License Registration# Amount Contract Number z.�l4/ifirt NeWP0+ isCaJ t Co,`t vi 11001 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on '- 3 at Roseville , CA at City State Dave Jaeger , being first duly sworn, deposes and says that he or she is president of NorCal Pipeline Services the party making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid,and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder,or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true;and,further,that the bidder has not,directly or indirectly,submitted his or her bid price or any breakdown thereof,or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation,partnership,company association,organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. NorCal pipeline 'services Name of Bidder Signatur o Bidder 983 Reserve Dr.Roseville CA 95678 Address of Bidder C4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2021/22 SEWER LINING PROJECT, (1)(vFre)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical. secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved" The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. NorCni Pjpeline 'Services Contractor By President Title Dater C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with.Government Code Section 10162, the Bidder shall complete, under penalty of perjury,the follov6ng questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified,removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes iloto If the answer is yes,explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code,each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. NorCal Pipeline Services Contractor F By President Title Date: C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct NorC;al Pipeline Services Bidder Name 983 Reserve Dr. Business Address Roseville CA 95678 City, State Zip 916 ) 441-55400 Telephone Number Email Address c 3 R78 State Contractor's License No. and Class 74)gunng Original.Date Issued 7/31/2023 Expiration Date �T'he work site and video CCTV footage of existing sewer lines were inspected by of our office on Mwy -f! '202Z..Jax.11 The following are persons, firms, and corporations having aprincipal interest in this proposal: The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed wort: and improvements in accordance with the plans and specifications set forth. NorCal Pipeline Services Company Nam Signature of Bi r Dave Saeger Printed or Typed Signature c-s NOTARY CERTIFICATE Subscribed and sworn to before me this 3L-Adav of I"16LQ . 2021. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness,accuracy, or validity of that document. State of-Ca r:11--Irly-,i 6 County of On Hn\j 2-c rZ, before me, V111chco lubuc Wnth, bay, and Year Insert Name and Title of Notary personally appeared D9\1 I D L. G�E�— Name(g)of Signer(s) ...................... ........ who proved to me on the basis of satisfactory evidence to be the persono) whose name() islare subscribed to the within instrument and acknowledged to me that he/she/47ey executed the same in his/her/their authorized capacity(ies),and that by his/hef/d*ir signature(,K)on the instrument the person(a), or the entity upon behalf of which the person(4)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the .foregoing paragraph is true and correct. VICTORIA M.SORENSON WITNESS my hand and official seal. 6 COMM. #2383295 0: Notary Public-California 1 Z Placer County 0 It Comm.Ex Tres Nov.16,20251 Signature I )'Jhij& 41, PL4A t Signature 4 Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary scwer lining installation of at least 1,000 linear feet of 8-inch or areater in public right-of-way calcium cleaning and root removal from sanitary sewer systems and manhole lining and rehabilitation within nublie right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: I' 1411,A! /X11101'A kl A4/ J/�ST/�'G AL2 Micke so. Or. Iraiae, M Name and Address of Public Agency Name and Telephone No.of Project Manager: Z,ori 01r HE f"14__rq ti q K53~5 Soo ` MexK ko1G 1 i rt�v�q Contract Amount Type of Work Date"tompfeted Provide additional project description to show similar work: riu of 414402d /arfti 11& &1 ar ajc,� g^--x ew Name and Address of Public Agency Name and Telephone No.of Project Manager: (��'r L�f�yy)f Y-y- ?3 f I I✓jA..l�.ft li>'�Iaq Contract Amount Type of Fork Date Completed Provide ad ittiion/at project //description to show similar work: roQvo A L L. �V llllt AS CAty va/�,_ r Io KC iatab lA%iiN,r 3. A1.41L fi�fJ Ill�f/!Q r''AIt ?1 dllr(j d,.11- 'ell-_ K/0 e-,,,e Name Address of Pttt�3 iic4Agency tol Name and Telephone No.of Project Man/ag/er: �JAr som B/Is1ea 11�3�9�n�no -.8r�l 6, e a.t &Z= Contract Amount Type of Work Date Completed Prr�.o�lIff__r7__de additio 1 p/r�ojJect description to show similar work: _a G 4!G 4— 17 4Ole We, J ge,G l N� C-t 0 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: Nan4 and Address of Public Agency 7' Name and Telephone No. of Project Manager: J LIrI 'F - (tor 53E itm. Cl PP MO-eci ZvZZ Contract Amount Type of Work Date Completed Provide additional project description to show similar work: cA44w% it vitro , Ctef'' 1D, S?V Lf 01 M.,04 i,SV L f r.Gc"WtA-4 t«.k� 2. MmvNmoVA CdrAr^vn%!•A WAW Otsk,-tj + Pa 6CL., 5 T7 Motolo gA LA ,C,4 `t 35 � Name and Address of Public Agency Name and Telephone No. of Project Manager: Kc�K+ UJe4to-o4 ' 760 9(4 (CIJ 92011SOO Co ct if S4Vkwmber &II Contract Amount Type of Work Date Completed Provide additional project description to shove similar work: .roMrti + ui'dt Re $i `3evJ.- f�eait+S{ "t°' 3. Por }- aI 3(0C"el . PO 60A S-ef it Jft GOVA, CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Z Co r-6 IJokw r✓7t -20� ?�/O 0 Zt{b ?ba ,ao C ?P Mast 2aZI Contract Amount Type of Work Dat ompleted Provide additional project desc=1COACivrt" to show similar work: It ( 076 if) ,ec M L-, C- i,. 5,,e�&r o cf Widtc C-10 CIPP Nor Cal Pipeline Serveies Pipe MM-YR Job Number Project Nome I.ation Diameter Lensth Completed owner Owner Into Customer Contact(rrme Phone Number CIPP Rehabilitation Project-Siphon to 20124= Treatment Plant Palo Alto 4 190 Jun-12 East Palo Alto Sanitary District 901 Weeks St East Palo Alto CA 94303 8AK Construction Todd Chstit 916 W-5038 2012-070 Sewer Pipe Lining 2012 Sonora 6,8,15 1540 Od-12 Tuolumne Utilities District 18886 Nugget Blvd,Soma,CA 95370 Tuolumne Utilities District Erik Johnson 209 532.5536 2012-119 2012 Sauter Rehabilitation Project Carol 6 3364 Mar-13 City o1 Coma 2220 Magnolia S Caren CA 95307 CRY of Cass Lenard GuiilaRe �420 2012-129 Pipe Lining Project 950-70170 Santa Chia 6.15 30 3169 Feb-13 City of Santa Cruz 809 Center Street,Santa Cruz CA 95307 City of Santa Cruz Stern Wolfman Preston A"Sower Main Rehabilitation Phase 2013—M 2 Pr I lane 6 1394 Jun•13 City of W* 1 East Main Si lone,CA 95840 City of lone Don it 209 274 3412 x 1 tk 2013.109 East Biithedate Mill Valley 8 225 S 13 City of Mill Valey 26 Code Madera Ave,Mill V$II CA 94941 Team GNWI Joe Moreira 701 763.8700 Control Contra Costa Sanitary Central Contra Coate Santary 2013-122 Project 59WCIPP Liningor Sanitary Sewers Walnut Creak 8,16 522 Ord-13 District 5019 Imhoff Place,Mattlnar,CA 94553 District Richard foss 925 228 X1 2013.123 Cured-in-Place Lining at McGlifncy Ponds Campbell 30 too Se 13 Santa Clara Valley Water District 5750 Almaden ssway,San Josa CA 9.1 Santa Clara Valley Water District Joseph Aguilera _jil 265-26t10 FY 2012-2013 Calto La CnuJCreW Collodion 2013-124 Rehabilitation Carmel 6 1200 Nov-13 Carmel Area Wastewater District P.O.Box 221428 Cannel,CA 93992 Cannot Area WssaewaterOtstrid Drew Lander 831 917-1423 a Los Gailirnaa Valley Sanitary 2013 133 Sewer Main Rehabilitation 2013 San Rafael 8,12,1 B 1923 Dec-13 District 3Wv Smith Road,San Rafael,CA 94903 Bay Pacific P"llne Ron lei a 51 d 303-9591 2013.136 Bay Streat Reservoir Replacement Phase 2 Santa Cart 10 445 13 Clty of Santa Cruz am CenterSt,Santa Cruz.CA WM Gateway Pacific Belt Scnbie (916116MA100 2014,040 Industrial Drive to Ping Road Sewer Santa Rosa 6 r-14 City of Santa Ross 69 SlonY Cir,Santa Rosa,CA 95401 Argonaut Construction Jason Sol 707 542-3210 Wastewater Treabrei nt♦¢Collodion System 701 F 2014-072 Improvemo tts.Schedule A Yreka 6 073 Jul-14 City of Yreka Street;Yreka,CA 96097 RTA Construction Melanle Diaio 530 2231100 2014-082 Mission Bay Liner installation Son.Frarncis= 48 160 S 14 FOCIL-MB,LLG 410 China Basin Street Alta Engineering Glonels Oberrich 1415 355-6650 20144087 2D1 4 CIPP Saver Rehab Project Sonora 5,8,10,15 1924 Ju n-14 Tuolumne Utilities District 18M Nugget Blvd,Sonora CA 96370 Tuolumne Winks District Erik Johnson 630 532-6636 Wastewater Collodion System Rehabilitation 2013163 and Replacement Protect Yuba City 5.8 8537 M -14 City of Yuba City Diana Langley Ranger Pipeliras Tom Grover 415 822 3700 2014-122 Lek$Modrone Dam Outlet Repay Lake Macrons 24 200 Oct-14 Lew Madrone Water District PO Box 933,Oroville.CA 959M Lake Madrons Water District Robert Wagner916 441-6850 Foothill DeAnza Community 2014-182 Sewer CIPP Lining Rehabilitation loa Altos 10 140 Se 14 Collage 12346 Ei Monte Rosd Los Altos Htlls CA Foothill DeAnze Community College Annetta Perez 650 249-6164 Highway 162 Gten COuntY-Calvans Project 3. 2014-183 4M11804 Willows 18 135.3 Jun-14 Caltra s Seaemanto,CA American Pacific Construction Ran 618 636.3612 Echo Loop&Boulder Drive Sanitary Sewer 2014-185 Replacement San Jose 6 731 Od-14 City of San Jose 2W E.Santa Clara St,Sn Jose,CA 95113 Cratus,Inc. Liam Fi n 4i5 559.1325 Saver Condttiwt Assessment Replacement 2014-189 Pmjad CIi617-14 San Carlos 6 1080 Dea14 City of San Carlos 600 Elm Street San Carlos,CA W10 Craters,Inc. Liam Finnegan 415 659-1325 SASM Sewer Improvement Project-Lomita 2014-192 Drive CIPP Lining Mill Valley a 426 -14 City of Mill Valley 26 Cate Madera Ave,Milt Valle,CA 94941 D'Arcy&Harty Wilhe ToW 415 8225200 Stratford Drive to Lift Station Sewer Repay 2014-229 Prcoet Watsonville a 9W Nov-14 Saistpued$s Sanitary District 739 E Lake Ave Watsonville,CA 95076 SalsiPuad$®SanitalY District Delia 6ratrdrite 831 722-7780 2014-273 2014 Sewer&Water CIPP Rio Vista 6 793 Dec-14 City of Rio Vista One Main Street,Rio Vista,CA 94571 McFadden Construction Dustin Kahedi 209 476-7407 15-007 Lehr Sewer Lining Davis 6,8 2071 Jon-15 UC Davis 1 Shields Ave Davis'CA 95616 Weiss Associates Bob D$va 510 4506000 Sanitary Sewer and Storm SsweNContrad 016-CP 2014-2015 San Carlos 6 533 Feb-15 City of San Carlos 600 Elm Street,San Carlos,CA 94070 JMB Construction Cote White t350 267.5300 Dredger Way Rove ne Sewer Man lino Lining 078-CP Project Sacramento 6 1018 Jun-15 Sacramento Area Bawer District I OoWa Goothe Road,Sacramento CA Sacramento Area Fewer District My Hu& 918 876.5371 Dredger Way Ravine Sewer Main Lino Lining 078-CP Project Sacramento 8 2661 Jun-15 Sacramento Area Sewer District 100600 Goethe Road,Sacramento,CA 9%2 Sacramento Area Sewer District 916 876-5371 West Portal Avenue$,Quintero Street San Francisco Department of 110-CP Pavement Renovation San Francisco 8 597 Jul-15 Public Works 1680 Mission Street San Francisco CA 94t ConQu$st Cantrectors jAndy Bakatnaef 415 650.8015 Martinez, 133-CP CIPP Lining at Various Locations Pleasant Hill 8 1101 -15 Contra Costa Sanitary District Constnwtors Calera Costa Sanitary District Ridtard Foss 925 957-7fi36 139-CP 7th Street Sanitary Sower Replacement Port of Oakland 15 18 22D4 Mar-15 Pon of Oakland 630 Water St Oakland,CA 94601 O.C.Jones&Sonar Kel Jo 510 W9-3492 CIPP Nor Cal Pipeline Serveles cope MM-YR lob Number Project Name location Diameter Length Completed Owner Owner Info Costraner Contact Marne Wine Number 162-CP 2015 Sanitary Sewer Relining Project Aptos 6,8 3510 Jun-15 Cabrillo Community College 6500 Soguel Drive,Aptos,CA 9M Cabrillo Community College Jon Salisbury (831)477-6200 177-CP 2015 CIPP Sewer Rehabilitation Project Sonora 6,8,10 2302 ,tut-15 Tuolumne Utilities District IBM Nunot Blvd.Sonora,CA 95VO Tuolumne Utilities District Erik Johnson 209 5325538 KmKiald and 179-CP Ross Valley Sanitary FY 201412015 San Anseimo 6 8,10,16 110200 16 Ross Valley Sanitary District 2960 Kerner Blvd,Sans Rafael,CA 94901 Maggiore&Ghilottl John Moser 415 459.8640 Neighborhood StormDrain City Project No, 203-CP 82490 fludinaarrits 12 20D Jul•15 Cky of Bunt &Ta 501 Primrose Road,Burlingame,CA 9401IMcGuirl, D&D Pipelines Dennis Mc6lli 416 441-2006 204-CP Long Drive Sower&Water Improvements Santa Rosa 8 410 15 City of Santa Rose 69 StonyCir,Santa Rose,CA VA01 Ghilotti Constriction Company Marc BusMreR 707 585.1221 233-CP AC Transit Advance Utility Relocations Oakland a 245 Jul-15 AC Transit 1600 Franklin Strom,OaklmW CA 94612 8,Hester K Carona 610 632.7676 234-CP Notile Gulch Trunkline Relocation Project Santa Cruz 12 641 Nov-15 Santa Cruz Sanitation District 701 Ocean Street,Santa Cruz,CA 95060 McGuire&Hester Joe Cornell 510 632-7676 S.San 285-GP Sanitary Sewer Rehabilitation 2014.2016 Francisco 5 5 10 162go Mar 16 16outh San Francisco 315 Maple Ave,S.San Francisco,CA City,of S.San Francisco Jeff Noun 66D 877.8550 380-CP GIBBS Sewer Rehab Project Sonora 4.6 1109M Jun-17 Tuolumne Utilities District ISMS Nugget Blvd,Sonora CA W70 Tuolumne Utilities District Chad Parsons 530 5325536 1873-CP 51h S1 Feather River Bridge Replacement Yuba City 24 321 Mar 18 City of Yuba City 1201 Civic Canner Blvd.,Yuba City,CA 96N MCM Cotsbuctlon Richard McCall 916 3341221 W9 Center St.,Rm 201,Santa Cruz,CA 1877-CP Ocean St.Emergency Lining Santa Cruz 18 55 Dec-17 City of Santa Cruz 95060 City of Santa Cruz Dave Glucs 831 420-5194 Sewn'Collection System I&I Remadiation 125 East Main Street,Grass Valley,CA 1890-CP Project Grass Valley 6,6 10 31426 Mo-18 City of Grass Valley 95945 McGurree&Master Construction Scott Muhibach 916 372-8910 1962-CP CEH Surface Water Pipe CIPP Liner Davis 12 50 Feb-le UC Davis Facilities Management 260 Cousteeu PI_ST 150,Davis,CA UC Davis Joel McCoy 530 219-1304 San Diego Association of MCTC Mid-Coast Transit 2027-CP Folesbay LiftWiteld 30"CiPP San Diego 30 2r10 -18 Govettnams(SANOAG) 401 B St Ste 000,San Diego,CA 92101 Consbuctom Rick Marina 858 21"700 1727 30th$t,4th Floor,Sacramento,CA 2089-CP Coltrane Mirror B-10A1661 Jackson 18 210 -18 Caitrana W16 Robed J.Frank Construction,Inc Josee Frank 530 222.1408 7301 Commercial Blvd E.,Arlington,TX 2107-CP Industrial Wastewater System Richmond 4,6 ISM Mar-19 I"ey Construction Group.LTD 76MI Kinley Construction Group,LTD Brad Winchall 817 461.2100 Central Contra Costa Sanitary 2617-CP North Orinda Sewer Renovations Phase 7 Orinda 8 2470 Jut-18 District 5019Imhoff Piece,Martinez,CA 94553 Cratus,Inc, Liam Finn 416 $59-1325 2618-CP N,Oregon Street Rehabilitation Prollad Yreka AS 12W Jut-18 City of Yraka 701 fourth St.,Yreka,CA 86097 Slakiyou Cascade Nathan 541 414-4667 SLAC-Sanitary Sewer Repair now B 084- 1000 Independence Ave.,Washington,OC 2e14-CP MH43 to MH 42 Palo Alto 8 170 Au-18 U.S.Department of Energy 20585 J.D.Collins Company Jodie Collins 925 625.7748 Celtrans-,RT 113 Bonded Conc.Overlay Mt73- California Department of 2711-CP OG9304 Yolo 28x20 45 -18 Transportation 1727 30th Strout,Sacramento,CA 95816 Granite Construction Russ Jensen 707 467-4138 2714-CP Pipeline Rehabilitation 2018 Project Truckee 6;8 15 1733 Nov-18 Tnicikoe Sanitation District 12304 Joarger Drive,Truckee,CA 96161 Truckee Sanitation District Sarah Bergeron 530 550.3112 Pianade Community Services 103 Live Oak St. P.O.8"905 Planada CA Planede Community Services 2716-CP Planadal2"CVICIPP Plansda 12 235 -1S District 95365 District Daniel Chavez 209 382-0213 City of Rio Vista 2016 Water&Sewer CIPP 2719-CP Project Rio Vista 6 8 3995 Od-is City of Rio Vista One Main St.,Rio Vista,CA W71 Northern Pacific Corp, CindyDana 707 939-0595 2018 Water&Sewer Repair and Replacement 2723-CP Project Woodland B;8 15 18 5351 Oct-18 City of Woodland 300 First SL,Woodland,CA 95695 Civil Engineering Construction,Inc Michael H 916 652-9884 CSA 79 Green Valley Lake Intercept Slip San Bernardino County Special 222 W.Hospitality Lane,San Bernardino, San Bernardino County Special 2726-CP Lining Repairs San Bernardino 10 790 Nov-18 Districts CA92415 Districts CaricsMartinez W9 306-8839 Laland Stanford Jr.University 2732-CP 1050 Page Milt Road Palo Alto 8 75 Nov-18 Board of Trustees 3160 Porter Dr.,Palo Alto,CA 94304 Preston Pipelines kftm Mohn 408 262-1418 Caitrans Rt 100&132-Stanislav$County-10 California Department of 2733-CP OW9014 Riverbank 12 ISO Dec-18 Transportation 1727 30th Street,Sacramento,CA 956t6 FBD Vanguard Construction.Inc. Mike Wright 925 245-13M 2743-CP E Street Utility Repair Eureka 6 450 Feb-19 City of Eureka SW Hilma Dr.,Eureka,CA 95503 Wa hlund Conshuction,Inc. Ryon Wahlund 707 2"50 Sanitary Sewer Rehabilitation Package 2- 2744-CP CIPP Rehabilitation Bakersfield 8 732 Feb-19 North of River Sanitary District 204 Universe Ave,Bakersfield.CA 93308 North of River Sanitary Qistrkt Jeans Hili 661 616 5�0 2746-CP 2019 CIPP Sewer Rehabilitation Project swore 16.8.10 146M Mar-19 Tuolumne Utilities District 18M Nugget Blvd,Sonora,CA 06370 Tuolumne Utilities District Maksyla Dillon 209 532 5,536 1206 CP Pipe Lining r,eor town 12.15,18 170 Nov-16 Georgetown Divide P,U.O. 6425 Main Street,Georgetown,CA 95634 Georgetown Divide P.U.D. M Ceiranta 530 333A356 CIPP Nor Cal Pipeline Sencies PIPS MM-YR Job Number Project Name location Diameter 14"ll"i Completed Owner owner Into Customsr Contact Name Phone Netrryer Eureka St,Grand View Ave.&Mangelse Ave. i Or Carlton B Goodtalt Pt,San Francisco, 1212-CP Pavement Renovation San Francisco 12 212 Nov-16 City of San Francisco CA 94102 Con•Quast Contrectora,Inc. Ash Hall 415?060624 Caiistogo Elementary Srltool-CIPP 24"$0 Cobstoga Joint Unified Sdtod 1233-CP Line Calistoga 24 ST Dec-16 District 1520 Lake Street,Colistoga,CA"615 Preston Pipelines Jason Tustin 4D8 262.1418 245 Market Street,Son Frenciam,CA 1276-CP Green Valley Rd,-Serer Repair Danville 12 90 Jan-17 Pacific Gas&Electric Company 94105 Precision Engineering Finbar Brody 415 621 9882 City Of Saoanenfo Department City of Secrom auto Department of 1281-CP South Pocket 1&1 Sewer Reduction Sacramento 6,10 3702 Jan-17 of Utilities 1395 350t Ave,Sacramento,CA 96822 Utilities Gulseth 916 868.14/2 Constrw dion of State Highway in Alameda- California Department of 1307-CP Caltrala Project No.04-f SS444 Alameda 15 675 Feb-17 Transportation 1727 30th Street,Sacramento,CA 9581E Qulmu Contracting,knc Miguel Out= 207 893-0269 Caiirats Livingston Orramp-District 10 Project California Department of Henley's Paving&General 1309-CP *;10-11-1190 Livingston 18 110 Feb-17 Transportation 172830thStreet Sacramento,CA95816 Engineering,Inc Daniel Doole 209 874.9790 147 Fourth Sheet 17W-CP Alta Street Pavement Rehabilitation Gonzales 6 8 9S0 Oct-1 T City of Gonzales Gonzales,CA 93926 Granite Construction Steve Welter 408 327 7000 2015 Sanitary Sewer Rehabilitation Project No. 426 N.El Dorado Street 1320-CP 101115005 Stockton 6 1888 Feb-17 City of Stockton Stockton,CA 95207 McFadden Constriction Dustin Kettedin 209 478.1407 8359-Sanitary Sewn Repairs 2016-17 200 E.Santa Clara SL 1321-CP Podnage ig San Jose 6$ 10;12 1 24416 Oct-17 City of San Jose Son Josa,CA 05113 city of San Jose Avanll Salorga 408 635$296 Various Locations No.24 Pavement 1368-CP Renovations San Francisco 12 487 Ma-17 San Fraxisco Public Works 1155 Market St.San Francisco,CA 94103 Shaw Pipeline,Inc. Andrew Mellon 415 331-0190 PG&E Richmond SC-Sewer Lateral 1100 8 27th Street,Richmond,California 1377-CP Rehabilitation Richmond 4,6 1198 Mar-17 Pacific Gas a Electric Company 04804 Roof Bleat Cottcacting Bavxline C 916 939 40� WW-631 Crocker.AmazonlExaelslar/ingleside 1418-CP Districts San Francisco 10,12 97 -17 San Francisco Public Works 1155 Market St,Sat Francisco,CA 94103 Precision Erngnear rig F rrDar 415 621 4882 Sewer Improvement Plans-Ramona 11333 Valley Boulevard 1437-CP Blv4Maliey BlvdUohnson Aye El Morrie a 100 ppw City of EI Monte El Monte,CA 91731 Mike Prtich end Sets,Inc Lance Levert 628 813.1700 1449-CP 2017 Collection System Rehabilitation Pry Na 6,8 10;16 16528 Ma-17 Napa Sanitation District 1515 Soscol Ferry Rd,Napa,CA 94558 K.J.Woods Construction,Inc. Chris Reilly 415 769-0508 City of Lincoln-East 5th Street Sewer and 1464-CP Water Main Lincoln 6 471 mayA7 City of Lincoln 600 Silt StUncolrt,CA 95648 McGuire&Heber br t oli 510'632-7876 1801 Oakland Blvd.Suite 302 1494-CP Napa Park Homes Rehab Napa a 302 Ma-17 Harriman Kinyon Architects,Inc Walnut Creek,CA W596 Sunset Construction Nyles Amtstr 530 891-6444 1553-CP Woodland 2017 Let"Lining Project_ Woodland 4 1200 Jun-17 City of Woodland 30o Fksl Street Wood",CA 95695 City of Woodland sherry Nmurs 530 661-Sew North Star Construction& 1580-CP Beals AFS-Repair Utilities Mountain View Beale AFB 8 175 Jul-17 Beale AFS 24112 A Street,Beale AFB,CA,95W3 Enginteering,Inc. Andrew Drumheller 530 87"796 Placer County Fairgrounds Renovatwn&site 311 Vernon St. 1588•CP Improvements-Phase to Roseville 6 Sm Jul-17 City of Roseville Roseville,California 95678 Teldtai Comsmuctiort C Kodel 916 645.4856 1727 301h St,4th Floor,Sacramento,CA 2783-CP Coltrane 031E0W4-HWY 70 Yuba County 24,30 275 Nov-19 Coltrane 95816 MCM Construction Eric Graff 916 334 1221 2014-WICP CrenshawkAX Transit Corridor Project InaleyvoodB,f0,12,16 1128 Nov-18 City of Los Angeles 1 Gateway Plaza,Los Angeles.CA 90012 Walsh/Shoo Corridor Constructors Ben Baker 310 431.330D 1683-CP Plum/Pear Sewer Project Ventura 16 303 5 17 Carpinteria Sanitary District 43W 6th St,Carpinteria,CA 93013 Blois Construction,Inc Dan EI r 331.1432 MidWast Projec•BaBoa Ave I&Inch Sewer 4690 Executive Drive.Suite 100,San Diego, 2764-CP CIPP Lining San Dleao 15 240 Nov-19 Mid-Coast Transit Construcors CA 92121 SRK Engineering Mark Gol 760 497-19W 2753-CP 2019 Cured-In-Prate-Pipe(CIPP)Protect Fort Bragg 6.8112 5697 Jul-19 City of Fort Oren 416 N.Franklin,fort Bragg,CA 95437 City of Fort Bragg Diane O'Connor 707 961.2823 2771-LL Upper Lateral Rehab Pilot ProW am Napa 4 234 Oct-19 Napa Sanitation District 1S15 Soscot Ferry RA Napa,CA 9465S Napa Sanitation District Karl Ora 707 258-6013 2746-CP 2019 Sewer Rehabilitation Project Sonora 6,8,10 4654 Ma-19 Tuolumne Utilities District 18885 Nugget Blvd.,Sonora,CA 95370 Tuolumne Utilities District Makayla Dillon 209 532-SM Patton Waiter 8 Sanitary Sewer Winton Water&Sanitary Sewer 2769-CP Wamut Ave.Rule 20A Wirdon a w8 Od-19 District 6951 N WmUt Way,Winton,CA 95M District rice Su ' (209)723.2086 So"[High School Modernization Project 406 Old San Jose Road:Barite Cruz.CA 2760-CP Phase I Santa Cruz 4,6 2518 -20 I Santa Cruz City Schools 95060 Granite Rock Company Spencer Wright 831 768-2119 Midataet Project-Balboa Ave Sewer CIPP 46W Executive Drive,Suite 100,San Diego. 2764.CP Lining Seri Di 16 248 Nov-19 Mid-Coast Transit Constructers CA 92121 SRK Engirteenng Mack Goldberg 780 294 4012 City&County of San Francisco, 2765-CP Palou Ave.Improvements San Francisco 16 26 Jul-19 Dept.of Public Works 1155 Market St,San Francisco,CA 94103 D'Arcy&Harty Constnxkion,Inc Maeve Tuite 415 822-5200 Coltrane 03-IG4504-construction on State California Department of 2766-CP Hwy 32 Glean County 24 51 Oct-19 Transportation 703 B Street,Marysville,CA 95901 Roll N Rockconad�tion Bostic Haile 530 lea 925.1408 CIPP Nor Cal Pipeline Servcies Pipe MM-Ya lob Number Pro)ett Name tgtwtlon ofameter Length Completed owner Owner Info Customer cord Name Phone Number The Watermark ONapa Valley-8-Itch CIPP 2768-CP Liming Napa Count 8 $30 Oct-19 Napa Property Owner,LLC 4055 Solaro Avenue,Napa,CA 94W Deecon Construction Bryan Hoit 916 969-09M The Regents of ft University of 2773-CP Storm Drain Cleaning and Repair Berkeley 16,21 466 Dotr19 California Nine,CA 92897 Gro uxfl eval Construction,Inc. Bryan Lee 925 44060" 24-inch Culvert Lining-State Highway 105- Tuolumne State of California Dept.of 1727 30th Street MS-65,Sacramento,CA 2780-CP Tuoumne Carty-10A20S4 Courdy 24 1100 Oct-19 ITransportation 95816 Ella Bob L 925 576-4433 25M Pittsburg-Antioch Highway,Antioch, 2782-OP Bay Point Sews Repair*Phase N 8a Point 8,s 2069 Mar-20 Dante Diablo CA 945W O Noel Oahe 415 527-8969 Cornstrtxiion On State HWY 70 in Yuba Co. Transportation,District 3 2783-CP Near Marysville,03-1 E0604 Yuma County 24,30 310 Nov-19 Headquarters 703 B Street,Marysville,CA 95901 MCM Construction Eric Graff 916 334.1221 Primary Sedimentation Expansion and Dublin San Room Sarvices 7035 Commerce Circle,Pleasanton,CA Anderson Pacific Engineering 2784-CFI improvements(CIP 174P004) Pleasanton 6 33 Oct-19 District 94WO Construction,Inc: Kevin Anderson 408 970-9900 6301 Stevens Crook Blvd.Santa Clara,CA 2786-Cp 24-Inch Trenchless Pipe Repair Santa Clara 24 250 Nov-19 JAgilantTechnologies,Inc. 95051 California Climate Systems Anth2a Goodeill 209 53"58 Rio Linda III Reduction Project-Main Line 10W0 Goethe Road,Seaemerrio.CA 2787•CP Lining Sacremeno Lou 6S 4923 Mar-20 Ssiaamanto Area Sewer District 96927 Sacramento Area Sewer District Lamont Bulford (IMS)875-0121 Belmont Holies,LLC clo OTO 100 Dunbar Street,Suite 402.Spartanburg, 2788-CP Broadway Road Public Sewer Replacement Belmont B 1595 Dec-19 Dovelopment,LLC 3029306 Preston Pipelines James Grist 408 262.1418 27WCP 2010 Water&Sower CIP Rio Vista 6,818 2062 Jun-20 City of Rio Vista i Main Street,Rio Vista,CA W71 Warren E.Gomes Excavating,Ina. Warren Garners 707 374-2881 150 Norhi Riverside Plaza,Chicago,IL 2801-CP Hyatt Piece&Hyatt House San Jose Airport San Jose 12,15 200 Jan-20 San Jose Hotel Partners,LLC. 60606 San Jose Hotel Partners,LLC, Mike Frey (318)640-7005 Various Location Pavement Reno.035 and Son City&County of San Francisco, 1155 Market Street;4th Floor,San 50MCP Sewer Raptacarnent Francisco 12 773 JaO-21 DepL of Public Works Francisco,CA 94103 KJ.Woods Construction,Imo Ron let a 610 30"591 Redwood Redwood Valley Little River Bond Redwood Valley Little River Band of 5007-CP Lining of Sewer Mains&Manholes Valley e 2633 Jun-20 of Pones tndiarts 3250 Road 1,Redwood Valley,CA 95470 Porno Indians Marry C 707 4a"361 5017-CP Maamllto Road Stabilization Project-Phase I PlaosIvi9a 8 1400 Jun-20 City of Placevitle 3101 Center Street,Placerville,CA 95$67 C.E.Cox Engineering,Inc. Cliff Cox 916 995-1959 Brookside North Storm Pump Station City of Stockton Municipal City of Stockton Municipal Utilities 5019-CP Rischarge Pipe Rehabilitation Stockton 24 240 S -20 Utilities Department 2500 Navy Drive,Stockton,CA 95206 Department Ali Ghar ozloo (209)937-8787 0223 Sanitary Sewer Repairs FY 2019-2020 City W Son Jose,Department of 200 East Santa Clara Street,6th Floor,San City of San Jose,Department W 5022-CP PadOr 11 San Jose 6,8 12,706 Jan-21 Public Works Jose,CA 96113 Public Works Lorimer Anchsta (406)975-1398 Central Contra Caste Sanitary 5024-CP Danville Sewer Renovations Phase 3 Danville 8,10 12619 Dec-20 101strict 5019 Imhof Place,Martinez,CA 94553 Cratus,Inc. Keith Sommort 415$19-2496 Emergency Culvert Repair-Storm Drain 140 Dubois Street,Suite E,Sara Cruz,CA 5029-CP Repairs Felton 24 100 Jul-20 Coltrane 95060 Top TiarGradlg LLC Joel Jimensz 831 78"263 Caitrans 03-1 G5404-VL Coluse and Glenn 5D31-CP Counties Colusa County 24 89 -20 Caltrane 1727 30th Street,Sacramento,CA 95816 Roll N Rock Construction Brian Haile 530 925-1408 10060 Goothe Road,Saaamento,CA 5032-CP Arcade Creek Park MIL Lining Sacrarnentc 24 164 Jul-20 Sacramento Area Sewer 01*M 9W27 Sacramento Area Sewer District LartwM Bedford 918 87"121 American River Common Features 2016- United States Army Corps of Alone Sonoyat- 5043-CP Sacramento River East Levee Contract 1 Sacramento 24 550 Feb-21 Engineers 1326 J Street,Sacramento,CA 95814 Maloney/Odin N Forney 916 251.5506 Santa Cruz 2019 Storm Sewer Rehab July 5046CP 202D Santa Cruz 6"to 4Y' 5200 Nov-20 City of Santa Cruz 8W Center Street Santa Cruz,CA City of Santa Cruz Dave Glues 831 420.5194 City of Orinda,Director of Public 5053-CP 2020 Annual Pavement Rehabilitation Owe 18 490 Dec-20 Works 22 Orinds Way,Orkxta,CA 94563 Bay Cityles Paying&Grading,,Inc. Dave Pezel 925 446-6007 5056-CP City of Eureka Sewer Improvements Eureka $14,15,le 2265 Deo-20 City of Eureka 531 K Street,Eureka,CA955p1 Mercor-Frassr Company Mark Benzi er 707 443.8371 I 5057-CP Sutter in Calaveres Discharge Pipe Stockton 15 102 Oct-20 City of Stockton 25W Navy Drive,Stockton,CA 95206 City of Stockton Damson Flores 209 937.8649 5058-CP 12"W WfP Sewer Rehab Modesto 12 60 20 City of Modesto 1010101h Street,Modesto,CA 05354 Ovens Construction Ted D 510 719-1260 5069-CP Rants 147 Q Various Locations Lake Aimador 36 53 Oa-20 Cal Trans 703 6 Street.Marysville,CA 95901 Robert J.Frank Construction,Inc. Jose Frank 530 222.1408 Yoto-Caltran,Various Locations Server 6080-CP Rehab Morgan Creek-August 2D20 Yolo County 24 1000 Oct-20 Kevin Brink 20501 Chipeta Way,Redding,CA 9MM Morgan Creak Construction Kevin Brink 530 2765634 Sacramento County Water 5066-Cp Sacramento Water Auth Outfall Rehab Sacramento 24 80 Oct-20 Authority 9560 Ecology Ln.Sacramento,CA Sacramento County Water Authority Adam Wilkinson 916 87SA284 Santa Cruz Carty Sanitation 5071CR Rio Dal Mar Sewer Rehabilitation Project Rio Del Nor 6 162 Dec-20 District 701 Ocean Street,Santa Cruz,CA QWW KJ Woods Construction,tne, Ian Dal 416 872.2085 Saver Main Emergency Project-Failed Sewer 416 N.Franklin Street.Fat Bragg,CA 5074CP Line 21 Inch CIPP Sept 2020 Fort Bragg 21 600 Nov-20 City of Fort Bragg 95437 lWahlund Construction,Inc. lRyanWahlund 707 26"l50 CIPP Nor Cal Pipeline Sencies Pa+e n+M ra Job Nwnber Protect Name London Dhwneter Length. Comptatad Own" Owner info Customer Contact Name Phone Ntanber Bodaga Bay public Utilities WSICP Bodega Bay 0"Drainage line Rehab Badegs Bay 6.10 153 DOO-20 District 265 Doran Park,BWsgu Bay,CA Bodegs Bay PUD JoM Wanger 707 495.5201 W83CP Manning Ave Improvements Phase 1 Reedley 12 2632 -21 City of Readtay, 1717 9th Street,Reediey,CA 93654 Dave Christian Construction Terri Frank 559 255-1222 327 Bonetr Siding,2nd Floor,Stanford,CA $089CP Lasuan ph,2,Stanford Storm Sewer Rehab Stanford 12 88 Maa21 Stanford University 94305 Preston Pipelines Colin Neumaabal 408 591-7126 1165 Market Street,4th Floor,San NCt10001 VL Pavement Renovations#40 Sat Francisco 12 233 Jun-21 City of San Francisco Frwwjsw,California 94103 Precision Engineering,Inc. Finbor Brad 415 760-8718 Pavernant Ranaration,Sawsr 1155 Marker Street.4th Floor,Sat NC00003 Reptacainorel and Water Main Reptecemenl Sat Francisco 15 310 S 21 City of San Francisco Francisco,California 94103 Cratus,ink. Michael Kirwan 415 939-2640 Lawrence Express Way Sanitary Sewn NC00005 Rehabilitation No,PW21-01 Sunnyvale 18 18,24 27 1857 -22 City of Sunnyvale 466 W Oliva Ave,Sunnyvale,CA 940M Cratus,Inc, Vieth Sommon 415 619-2496 NCODW8 Elmira Trunk Sewer Rehab Vacevill a 21,27;30 2490 Oct-21 City of Vacaville 650 merchant St.Vacaville CA 9569E City Of VecervHte Jacob Sm11h 701 449-5429 NC00009 Moon Valley Sewer Cleaning Sonoma 12 1050 Ma-21 Moon Valley HOA 1001 5th St Sonoma CA 95476 Moan Valley HOA Terry Ed in on 707 986 2818 NC0001 t Port Stocidon CIPP Rehab Stockton 8 8 12 6070 -21 Pat of Stockton P.O Box 2089,Stockton,CA 96201 Pori of Stotidon Ricardo Navarro 209 948-0246 Rio Linda VI Reduction Project 2-Main Line NC00012 Lining Rio Linda 6 3217 Jun-21 Sacramento Area Sawer Di3ctrict 10060 Goethe Road Sacramento CA 95827 Sacramento Area Sew-Diedriet Lemont Buffed 916 875-0121 NCOt1014 Cattrans 06.1M5204 Storm sewer Rehab Monterey 24 ISO NW-21 Cattnern Uistric 5 50 Hi a St,San Luis Obispo,CA 93401 Taylor Jane Construction Jahn Souza 805 723.5129 NC00018 Fairmont Hospital Storm Drain Repair San Leandro 24 170 Jun-21 Alameda County 2054 Fairmont Dr.San Leandro,CA 94578 Consolidated CM Stott Ritter 610 208-1720 654Minnesotia Street,2nd Floor,San NC00019 UCSF PH MU Garage Bawer.Re it Seen Frerosw 15 155 1 UCSF Francisco,CA 94107 UC8F Jill Cunningham415 26D-56i3 1947 Center Street,4th Floor,Berkeley,CA NC00021 SS Rehab Project on MLK Jr,Ceder St,Et Al Berkeley 6 10 24 1507 -21 City of Berkeley 94704 Cratus,Inc. Michael Kirwan 415 939-2840 NC00022 Pipeline Raheb Project 2021 Truckee 8 14,16 1467 Oa-21 Truckee Sanitation District 12304 Joeger or Truckee CA 96116 Truckee Sanitation District Armets Wolf 530 587-3004 Construction On State Hwy In Lake Co.Near 1727 30th Street MS43.RO BOX IBONI. NCo0025 Louver Lake Lake County 30 99 A 21 Caltrans Saaemento,CA 95816 Ghiolohi Construction Brent Lodi land 707 585-1221 450 Civic Center Plata,2nd FL,Ste.210, NC00026 Trar -rionteigrre Storm Sewer Rehab Richmond 18.24 630 A -21 City of Richmond Richmond;CA 94804 Tranamontsigne Mousse Taker 770 518-3734 NC00029 CMP CIPP Lining Freeman Canal Auburn 18x24 420 Nov-21 PCWA P.O,Box 6570 AuWm,CA 95604 PCWA Lance Ham 530 823.4690 OW-SANITARY SEWER NC00031 REPAIRS FY 2020-2021 PACKAGE N Son Jose 6.8 11769 Jan-22 City of San Jose 200 E.Santa Clara St.San Jose CA96113 City of San Joao James T 408 793.4117 9WD-SANITARY SEWER REPAIRS FY 2020- NC0OD33 2021 PACKAGE 3 San Jose 6A 12127 Mar-22 City of Son Jose 201 E,Santa Clara St.San Jose CA 95113 City of San Jose Lynn To 408 535-4896 NCW037 202D 88 Rehab Project Ontario,OR 8,21,24 6044 Nov-21 City of Ontario,OR 444 SW 4th Street,Ontario,OR 97914 Into Construction Jake Kre 360 907-8105 i TOTAL: 306369 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager,and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project.Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. Name of proposed Pro ct Manager Telephone No.of proposed Project Manager: 9{6 "-td(t S 7(; 0 ( 11 t Iff &am *2azi Project Name& Co tract Amou t Type of Work l3ate Completed CJ6VUI1 t(-1,-r2Btf I tQrl,2tt8`) C I Pf 3V^O. 2oz Z Project Name& Contract Amount Type of Work Date Completed 6 2o?t SO-0 Ma,(A"A ago rA U i2eddesZo { - C P1 61 2a2 f Project Name& Contract Amount Type of Fork Date Completed �• �sntt ��n Name of proposed Superintendent Telephone No. of proposed Superintendent: S 30 �(I? �$ Ck(6#L4t5 K-W(04 NIZ11/03) clef 2.o-Z I Project Name&Contract Amount type of Work Date Cow mpleted �.It-rA44 {t - 212.1 f9 &7,Z 8} C Project Naive&Contract Amount rype of Fork Date Completed Mze m w1 !3e4,N-at to Uoartd6b ZaZt - C (tip 59 WLbW 2.C-17-C Project Name &Contract Amount Type of Work Date Completed C-11 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 8-54 (citing Labor Code Section 1771.I(a)),passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing, work on Public Works Projects to register on an annual basis (each July I through June 30 state fiscal year) with the California Department of Industrial Relations(DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign.the following certificate. DIR FACT SHEET on SB 854 http://,,N-w-w,.dir.ca.gov/'DLSF-/PublicWork,s/SB854FactSbeet-6.30.14.pdf DIR's Contractor Registration Link—Call(844) 522-6734 https://e.t-iling.dir.ca,gov/PWCR/ActionServlet?action=displayPWCRegistrationFortn .DIR's Contractor Registration searchable database: https://eflling.dir.ca.gov/PWCR/Search.action C� I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on,be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code,or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10 164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. NorCal Pi42eline Services Contractor By Email President Date: Title PWC Registration #: 1()()0005777 C-12 THE AMERICAN INSTITUTE OF ARCHITECTS i AtA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS,that we NOR-CAL PIPELINE SERVICES as Principal,hereinafter card the Principal,and UNITED STATES FIRE INSURANCE COMPANY a corporation duly organized under the laws of the State of Delaware as Surety, hereinafter called the Surety,are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee,hereinafter called the Obligee,in the sum of "TEN PERCENT(101/6)OF AMOUNT BID" Dollars($ "1Q%— ), for the payment of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves, our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for FY 2021t22 Sewer Lining Project CC No.1694 NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 27th day of May 2022 , NOR-C�L41PELINE SERVICES Principe)) (Seal) (Wetness) l-D6/ y{ J t,.f E Y✓� ii�r. y'«,yam v UNITED STATES FIRE INSURANCE COMPANY urety) (Seal) (Witness) Jennifer L er,Attorney-in-Fad 77t1e ALA DOCUMENT A310.BID BOND•AIA®•FEBRUARY 1970 ED.THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20OD6 &7///k' �12M-L�4/-.,) ?�e-Z ll7d / e ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Califomia County of San Joaquin On May 27,2022 before me, Karen Amin,Notary Public (insert name and title of the officer) personally appeared Jennifer Loper who proved to me on the basis of satisfactory evidence to be the person(g)whose name(g) isISM subscribed to the within instrument and acknowledged to me that MsheMq executed the same in WherAW&authorized capacity",and that by iherXh&signature(4)on the instrument the person(4), or the entity upon behalf of which the person(4)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal, KARENAM IN comm.#2266462 81 r- � F!NOTARY PUBLIC-CALIFORNIA N • SAN 4CAQUIN COUMiY cow, DEC Signature (Seal) f 1022 POWER OF ATTORNEY UNITED STATES FIRE INSURANCE COMPANY PRINCIPAL OFFICE-MORR.ISTOWN,NEW JERSEY 04881431121 KNOW ALL MEN BY THESE PRESENTS:That United States Fin:Insurance Company,a corporation duly organized and existing under the laws of the state of Delaware,has made,constituted and appointed,and does hereby make,constitute and appoint: Daniel M.Connolly,Karen Amin,David SchnapA Jennifer Loper each,its true and lawful Attorneys)-In-Fact,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver:Any and all bonds and undertakings of surety and other documents that the ordinary course of surety business may require,and to bind United States Fire Insurance Company thereby as fully and to the same extent as if such bonds or undertakings had been duly executed and acknowledged by the regularly elected officers of United States Fire Insurance Company at its principal office,in amounts or penalties not exceeding:Seven Million,Five Hundred Thousand Dollars(S7,500,000), This Power of Attorney limits the act of those named therein to the bonds and undertakings specifically named therein,and they have no authority to bind United States Fin;Insurance Company except in the manner and to the extent therein stated. This Power of Attorney revokes all previous.Powers of Attorney issued on behalf of the Attorneys-In-Fact named above and expires on January 31,2022. This Power of Attorney is granted pursuant to Article IV of the By-Laws of United States Fire Insurance Company as now in full force and effect,and consistent with Article III thereof,which Articles provide,in pertinent part: Article IV,Execution of Instruments-Except as the Board of Directors may authorize by resolution,the Chairman of the Board,President,any Vice-President, any Assistant Vice President,the Secretary,or any Assistant Secretary shall have power on behalf of the Corporation: (a) to execute,affix the corporate sea]manually or by facsimile to,acknowledge;verify and deliver any contracts,obligations,instruments and documents whatsoever in connection with its business including,without limiting the foregoing,any bonds,guarantees,undertakings,recognizances,powers of attorney or revocations of any powers of attorney,stipulations,policies of insurance,deeds,]cases,mortgages,releases,satisfactions and agency agreements; (b) to appoint;in writing,one or more persons for any or all of the purposes mentioned in the preceding paragraph(a),including affixing the seal of the Corporation. Article Ill,Officers,Section 3.11,Facsimile Signatures. The signature of any officer authorized by the Corporation to sign any bonds,guarantees,undertakings, recognizances,stipulations,powers of attorney or revocations of any powers of attorney and policies of insurance issued by the Corporation may be printed, facsimile,lithographed or otherwise produced. In addition,if and as authorized by the Board of Directors,dividend warrants or checks,or other numerous instruments similar to one another in form,may be signed by the facsimile signature or signatures,lithographed or otherwise produced,of such officer or officers of the Corporation as from time to time may be authorized to sign such instruments on behalf of the Corporation. The Corporation may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Corporation,notwithstanding the fact that he may have ceased to be such at the time when such instruments shall be issued_ IN WITNESS WHEREOF,United States Fire Insurance Company has caused these presents to be signed and attested by its appropriate officer and its corporate seal hereunto affixed this 22°¢day of August 2019. UNITED STATES FIRE INSURANCE COMPANY t� AnthonyR.Slimowicz,President State of Pennsylvania } County of Philadelphia} On this 22"d day of August 2019,before me,a Notary public of the State of Pennsylvania,came the above named officer of United States Fire Insurance Company, to me personally known to be the individual and officer described herein,and acknowledged that he executed the foregoing instrument and affixed the seal of United States Fire Insurance Company thereto by the authority of his office. Commonwealth of Pennsylvania—Notary Seal Al� A_Ozj�� Tamara Watkins,Notary Public Philadelphia County Tamara Watkins (Notary Public) My commission expires August 22,2023 Commission number 1348843 I,the undersigned officer of United States Fire Insurance Company,a Delaware corporation,do hereby certify that the original Power of Attorney of which the foregoing is a full,true and correct copy is still in force and effect and has not been revoked. 27th IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal of United States Fire Insurance Company on the day of May 2022 UNITED STATES FIRE INSURANCE COMPANY C GO Al Wright,Senior Vice President ... ............. ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity_pf that document. State of California County of Placer On May 31, 2022 -before me, Victoria M. Sorenson, Notary Public (insert name and title of the officer) personally appeared David L. Jaeger who proved to me on the basis of satisfactory evidence to be the person(s)whose name(al is/am subscribed to the within instrument and acknowledged to me that he/sly/they executed the same in his/Ner/their authorized capacity(jerg), and that by his/tietht-ir signatureW on the instrument the person(s), or the entity upon behalf of which the personw acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. VICTORIA M.SORENSON I — COMM. #2383295 z 0 Notary Public-Callfomia m WITNESS my hand and official seal. 0 OM Placer County — I V Comm.Expires Nov,1 r),M P Signature (Seal) City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov r - FB7).1909 P� Office of the City Clerk Robin Estanislau, City Clerk August 1, 2022 Nu Line Technologies, LLC 102 Second Street, Suite B Encinitas, CA 92024 RE: FY 2021/22 Sewer Lining Project—CC No. 1694 Enclosed please find your original bid bond for CC No. 1694. Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of FY 2021/22 SEWER LINING PROJECT CC No. 1694 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Electronic Bids, the undersigned hereby proposes and agrees to perform all the work therein described,and to furnish all labor,material,equipment and incident insurance necessary therefor,in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award,BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE If AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses,taxes,royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded,the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the,event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option,be considered null and void. Accompanying this proposal of bid,find BID BOND in the amount of 10%of total bid which said amount is not less than 10%of the aggregate of the total bid price, as required by the Notice Inviting Electronic Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or"Bidder's Bond for_'/o ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here,if any: Addenda No. Date Received Bidder's Signature KIJA I { l i C-2 SECTION C PROJECT BID SCHEDULE A FY 21/22 SEWER LINING PROJECT CC1694 BID ITEMS m '4 . � .'. ��. 'a h x •� , cos f. c e i pi 1 Mobilization and Demobilization 1 LS $2IT W. 21,000 2 NOT USED 3 Construction Traffic Control 1 LS $3,go0.• $ 61 O0' O 4 Cleaning and closed Circuit Television Inspection of 8-inch sewer main per specifications section 500-3.3 and 500-3.4 25,576 LF $ 1'150 $ 3 i Cleaning and Closed Circuit Television Inspection of 12-inch I 6 sewer main per specifications section 500-3.3 and 500-3.4 11 LF $ 2'DO $ Z2 •cQ Install Liner within 8-inch Sewer Main and Post Video 6Inspection of 8-inch sewer main. 25,576 LF $3(0 '50 $ Z1 5305 •00 7 Install Liner within 12-inch sewer main and Post Video ��+ Inspection of 12"sewer main 11 LF $ q2S•UU $ Y. 16-7 5 00 8 Grind and Re-open Sewer Service Lateral 684 EA $ 30.00 $ 2b,520- 9 Manhole Rehabilitation(Depth 8-feet) 115 EA $1 3100• $ 10 Install Manhole Liner on Manholes Previously Adjusted to ,,aa Grade(2-4-inch Lining) 25 EA $ 400•V $ 01000' i Calcium or Root Removal in 8-inch Sewer Main,Heavy 11 Cleaning, Restoration of the Pipeline to 95%of Original Diameter. 19,182 LF $ '0 d $ 1°111 Ef L Calcium or root removal in 12-inch sewer main,Heavy 12 Cleaning, restoration of the pipeline to 95%of original 2•p� Z2• diameter. 11 LF $ $ Co TOTAL BID AMOUNT(BASIS OF AWARD)—SCHEDULE A $1.7A(P 1, ' TOTAL BID AMOUNT IN WORDS: ""t� s-evern V%uoarec1 — Y\%ne_ okollcOrs atv ct zero c.ehf-S . Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater,and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar %of Item(s) Subcontractor License Registration# Amount Contract Number 01sq A i 00000 501 �314. P. �qq 1 i 7 i, By submission of this proposal,the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on6/06/2022, at Encinitas CA Date City State Dominic Burtech , being first duly sworn, deposes and says that he or she is Partner of Nu Line Technolgies,LLC the party making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price,or that of any other bidder, or to ! secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true;and,further,that the bidder has not,directly or indirectly,submitted his or her bid price or any breakdown thereof,or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation,partnership, company association, organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. Nu Line Technolgies,LLC Name of Bidder i Signature of Bidder Domin/Burtech artner)102 Second St. Suite B,Encinit4 Address of Bidder C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of San Diego- On 6 ,6 Z:-- before me, Arthur Patrick Arquilla, Notary Public Date 4Z�� d Title of the Officer Personally appeared D dam\ I t �` Name(s)of Signer(s) i who proved to me on the basis of satisfactory evidence to be the person(s)whose name61ser/their re subscribed to the within instrument 61s' knowledged to me that a he/they executed the same in authorized capacity(les),andthatber/theirsignature(s)ont einstrumenttheperson(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY underthe laws of the State of California that the foregoing paragraph is true and correct. ARTHM PATRICK ARMW WITNESS my ha d official s COMM,YFU6 023Ee204 ��� NOTARY PUBUCCAUfOgNW SAN DIEGO COUNTY Signature Mr CamN.too Jewry 7 ZZ Signatur of Not ry Public i Place Notary Seal Above ------------------------—__.—__OPTIONAL--------------------------- ---------------------------- Though this section is optional,completing this Information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document Document Date Number of Pages Signer(s)OtherThan Named Above Capacity(les) Claimed by Signer(s) Signer's Name Signer's Name Corporate Officer—Title(s) Corporate Officer—Title(s) Partner Limited []General Partner 0 Limited ElGeneral Individual ]Attorney in Fact 0 Individual 0 Attorney In Fact ®Trustee Guardian or Conservator []Trustee E]Guardian or Conservator' Other ®Other Signer Is Representing Signer Is Representing :,,:n ':,M!"P i':.a:i -...�_-,;!'.'fir+v`y.4acr.?w.g zrr>.+v�i�.^^„ ..�un„ �ti (.,�.r.-i:lur'H•G.r^^J i n t"sa^ 'w^ ,� _ ©2014 National NotaryAssociation a www.NationaiNotary.org o1-800-USNOTARY(1-800-876-6827) Item#5907 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2021/22 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term"Qualified Person"is defined in Title 8,California Administrative Code, Section 2700,as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." I The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Nu Line Technolgies, LLC Contractor i By Dominic Burtech Partner Title ' Date. 6/06/2022 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162,the Bidder shall complete,under penalty of perjury,the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified,removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ®No If the answer is yes, explain the circumstances in the space provided. N/A i f k j Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code,each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Nu Line Technolgies, LLC Contractor By Dominic Burtech Partner Title Date: 6/06/2022 i C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Nu Line Technolgies, LLC Bidder Name 102 Second Street Suite B. Business Address Encinitas CA 92024 City, State Zip ( 760 ) 634-5153 fdurazo@nulinetech.net Telephone Number Email Address 997520 Class A State Contractor's License No. and Class 10/10/2014 Original Date Issued 1 10/31/2022 Expiration Date The work site and video CCTV footage of existing sewer lines were inspected by of our office on'5/31/2022 ,2022 110Kij The following are persons,firms, and corporations having a principal interest in this proposal: Dominic Burtech (Partner) Julie Burtech(Partner) Frank Durazo(Partner) Salvador Aquino(Partner) f i t The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Nu Line Technologies, LLC Company Name Signature of Bidder Dominic Burtech Partner Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this_day of ,202_. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness,accuracy, or validity of that document. State of > :see, County of ) No+(A ! On before me, Month,Day, and Year Insert Name and Title of Notary personally appeared Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. i WITNESS my hand and official seal. i 1 Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 1n n.&? MrN �s•fic. .:- a�> atpi[ s :SB.S'4Kni6£ s^ A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of San Diego ) On 6 6 ZZ before me, Arthur Patrick Arquilla, Notary Public Date ��ert Nam and Title of the Officer Personally appeared 6'M J / Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence tQ be the person(s)whose na s/are subscribed to the within instrument and knowiedged to me tha"ee/they executed the same in is er/their authorized capacity(ies),andthat�er/theirsignature(s)otrumenttheperson(s),ortheentityuponbehalfof which the person(s)acted,executed the Instrument. I certify u nder PENALTY OF PERJ U RY under the laws of the State of California that the foregoing paragraph is true and correct. --------------------------- ART" y� WITNESS my ha nd official seal. COMM.OM�t k23W204 1 •' NOTARY PUBUC-CAI.IFORNIA SAN DIEGO COUNTY Signature Slgnat a of Lary Public i 1 Place Notary Seal Above 1 -------------------------------—---------------------OP77ONAL--------------------- Though this section is optional,completing this Information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Document Date Number of Pages Signer(s)OtherThan Named Above Capacity(ies) Claimed by Signer(s) Signer's Name Signer's Name Corporate Officer—Title(s) Corporate Officer—Titles) Partner ®Limited 0 General Partner 0 Limited DGeneral Individual Attorney in Fact []Individual [:]Attorney In Fact Trustee ®Guardian or Conservator 0 Trustee 0 Guardian or Conservator' Other 13 Other Signer Is Representing Signer Is Representing ©2014NaticnalNotaryAssociation 9 www.NationalNotary.org_a1-800-US NOTARY(1-800-876-6827) Item#5907 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in Public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within Public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1. Name and Address of Public Agency Name and Telephone No. of Project Manager: qF= P: ATTACHFn Contract Amount 1� "Type of Oorl L Date Completed ; Provide additional project description to show similar work: 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: i Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 3. ! Name and Address of Public Agency Name and Telephone No.of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project.Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1. Name of proposed Project Manager Telephone No.of proposed Project Manager: -.q A TAr. HF= D o T Project Name& on act ount Type of or Date Completed t Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed 2. Name of proposed Superintendent Telephone No. of proposed Superintendent: Project Name&Contract Amount Type of Work Date Completed I Project Name& Contract Amount Type of Work Date Completed a Project Name&Contract Amount Type of Work Date Completed C-11 NU LINE Techn*glee,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Contract CIPP Project/Description Owner/Contact Date Amount 2014 Wine Ave Flood Control Flatiron/City of El Cajon Clean/CCTV&CIPP lining of 159 LF of 18-inch &24- 1770 La Costa Meadows Drive Start 51514 inch Storm Drain, Flow Diversion. San Marcos,Ca 92708 $ 33,030.00 Completion Ruben Claudio(760)916-9100 5/28/2014 2014 Pipeline Rehabilitation Phase W-1 City of San Diego CIPP lining of 21,754 LF of 8-inch diameter sanitary 525 B Street,Ste. 750 Start sewer. Point Repairs, Manhole Rehabilitation,425 San Diego, CA 92101 $2,465,095.10 6/16/2014 Top Hats (SLC's)and 425 Lateral Launch Video,425 Maryam Liaghat(619)533-5192 Completion 4-inch CIPP Lateral Installation. 3/19/2015 2014 Sewer Rehabilitation Project No.9 Los Angeles Dept.of Public CIPP lining of 9,166 LF of 8" & 10"diameter sanitary Works Start sewer.Clean&CCTV, Bypass Pumping 900 South Fremont Ave $232,000.00 9/2/2014 I Completion Alhambra,CA 90014 10/31/2014 Attn:Jose Pou (626)458-2191 2014 Pipeline Rehabilitation Phase X-1 City of San Diego CIPP lining of 4,092 LF of 6", 8", 10"& 15"diameter 9485 Aero Drive Start sanitary sewer. Point Repairs, Manhole San Diego,CA 92101 $513,000.00 11/21/2014 Rehabilitation,44 Service Lateral Connections and Jericho Gallardo(619)533-7523 Completion 3/16/2015 44 Lateral Launch Video,44 CIPP Lateral Installation. 2014 Sewer Pipeline and Storm Drain Repairs City of Solana Beach CIPP lining of 3,367 LF of 6", 8" & 18"diameter 9485 Aero Drive Start sanitary sewer&Storm Drain. Point Repairs, Solana Beach,CA 92075 $455,414.50 9/22/2014 I Completion Manhole Rehabilitation, Taryn Kjolsing(858)720-2470 11/26/2014 I a 2014 Sewer&Water Group 833 City of San Diego CIPP lining of 3,876 LF of 6",8" and 10"Sanitary 525 B Street, MS 908A Start Sewer Main Replacement. Point Repairs, Manhole San Diego, CA 92101 $ 513,000.00 12/1/2014 Rehabilitation, Service Lateral Connections, Bypass Bijan Shakiba, (619)533-5191 Completion 1/26/2015 Pumping. 2013 Sewer&Water Group 720 City of San Diego CIPP lining of 621 LF of 6-inch,Sanitary Sewer Main 525 B Street,MS 908A Start 11/8/2014 Replacement. Point Repairs, Manhole Rehabilitation, San Diego,CA 92101 $21,735.00 Completion Service Lateral Connections, Bypass Pumping Bijan Shakiba (619)533-5191 11/8/2014 2013 Sewer&Water Group 758 City of San Diego CIPP lining of 2,612 LF of 8-inch and 10,135 LF 1200 Third Avenue.,Ste. 200 Start 5/29/2014 sanitary sewer replacement. Point Repairs,Manhole San Diego, CA 92101 $ 81,518.80 Completion Rehabilitation, 30(SLC's),CIPP Lateral Installation, Luis Schaar, R.E. (619)533-4641 12/16/2014 Bypass Pumping. Nu-Line Technologies,LLC. - ,f Project ( Updated 2/7/2022 NU LINE 102 Second Street Suite Btti�,n :'�;� .� Encinitas,CA 92024 � www.nulinetech.net NU LINE Tachw1oV9aU-C Nu-Line Technologies, LLC Project References - CIPP/SPR 2015 Sewer&Water Group 815 City of San Diego CIPP lining of 545 LF of 8-inch sanitary sewer. Point 525 B Street, MS 908A Repairs, Manhole Rehabilitation, 5 (SLC's), Bypass San Diego, CA 92101 $ 29,975.00 Completion 2/17/2015 Pumping. Bijan Shakiba (619)533-5191 City of San Diego Skylark Canyon Rehabilitation Weir Construction Corporation CIPP lining of 1,417 LF of 8-inch sanitary sewer. 2255 Barham Drive Start 014 Bypass Pumping. Escondido, Ca 92029 $95,215.00 Completion Completion Brian Weir(760)743-6776 1/9/2015 Back Bay Drive Storm Drain Rehabilitation City of Newport Beach CIPP/SPR lining of 1,892 LF of 12-inch to 42-Inch 100 Civic Center Drive Start Comp storm Drain. Bypass Pumping/Dewatering. Newport Beach,CA 92660 $297,208.80 Completion Peter Tauscher(949)644-3309 4/8/2015 Sewer Capital Improvements Proiect-Lemon Grove City of Lemon Grove CIPP Lining of 3,480 LF of 6-Inch and 8-Inch sanitary 3232 Main Street Start Sewer,manhole installations,cleanout installations, Lemon Grove,Ca 91945 $ 189,946.00 pomp 2015 Completion bypass pumping. Scott Adamson (858)413-2400 10/15/2015 Bataguitos Force Main(B1/B2)Force Main Leucadia Wastewater District City of Leucadia 1960 La Costa Ave Start Rehabilitation of 383 LF of 21-Inch sanitary sewer Carlsbad Ca,92009 5/5/2015 Force Main,Carlsbad Blvd from Proto Drive Robin Morshita(760)753-0155 $76,500.00 Completion 3/6/2015 Annual Sewer Rehabilitation Program CIP. 15701 City of San Juan Capistrano CIPP Lining of 7,702 LF of 6-Inch, 8-Inch,21-inch and 32400 Paseo Adelanto Start E 36-Inch sanitary Sewer and storm drain,manhole San Juan Capistrano CA,92675 $ 1,385,061.00 8/17/2015 I Completion installations,cleanout installations, bypass pumping. Mike Marquis(949)443-6326 12/28/2015 j Pipeline Rehab F-2(Laterals) City of San Diego Clean&CCTV of 93,955 LF of sanitary sewer. 525 B Street, MS 908A Start San Diego, CA 92101 $ 101,471.00 2/15/2015 Completion ! Ryan Reed (619)533-5191 8/25/2015 Sewer and AC Water Group 752 Public Utilities Department CIPP Lining of 5,182 LF of 8-Inch sanitary Sewer and 9150 Topaz Way, MOC 1 Start bypass pumping. Clean&CCTV,Top Hats San Diego, CA 92123 $281411.00 7/9/2015 Ed M. Cartas (585)614-4564 Completion 7/17/2015 r tr, Nu-Line Technologies,LLC. Project NU LINE 102 Second Street Suite B rkf, „fir ... • i �Te.LLC G,ma h;CN`tfi� Encinitas,CA92024 ,>�^' y . www.nulinetech.net { n. NU LINE Te&no14e%LLC Nu-Line Technologies, LLC Project References — CIPP/SPR Sewer and AC Water Group 1004 City of San Diego CIPP Lining of 948 LF of 8-Inch sanitary Sewer and 9485 Aero Drive, bypass pumping.Clean&CCTV, 14 Top Hats San Diego, CA 92123 $70,159.00 Completion 9/15/2015 Armin Asadyari (858)997-7989 South Oceanside Waterline Replacement City of Oceanside Clean&CCTV, Post Video of 5,887 LF 8-Inch New 300 North Coast Highway, Installation, Manhole Rehabilitation Oceanside,CA 92054 $90,092.75 Completion 2015 Greg Keppler(760)435-5913 Gravity Pipeline Rehabilitation Leucadia Wastewater District Clean&CCTV, Post Video of 1,887 LF 6-Inch,8-Inch 1960 La Costa Avenue, Start and 12-Inch sanitary sewer.Sectional Lining Carlsbad,CA 92009 $ 137,987.00 7/9/2015Completion Robin Morishita (760)753-0155 Comp 2015 letio s Pipeline Rehab Z-1 City of San Diego Clean&CCTV,Post Video of 13,500 LF 8-Inch 9485 Aero Drive, Start sanitary sewer,SPR/CIPP Lining of 13,500 LF of 8- San Diego, CA 92123 $507,079.50 10/6/2015 Inch sanitary sewer and installation of 300 Top Hats Dave Engel(619) 549-5451 Completion 12/11/2015 Los Angeles County Dept of Public Work—Project LACDPW #11 900 South Fremont Avenue Start SPR/CIPP Lining of 13,842 LF of 8-Inch sanitary Alhambra,California 91803 $435,233.50 1/18/2016 Completion Sewer and bypass pumping. Tim Bazinet(626)458-4951 2/29/2016 E Industry Rd Sewer @ Ha-Nana Rd. Just Construction CIPP Lining of 748 LF of 24-Inch sanitary Sewer and 3103 Market Street 3 Awaiting bypass pumping. San Diego, CA 92102 $ 136,127.00 NTP i (619)702-4002 CULVERT REPAIR AND REPLACEMENT FISCAL YEAR Tri-Group Construction 2014-15 9580 Black Mountain Rd Ste. L Start CIPP/SPR Lining of 499LF of 18-Inch to 42-Inch storm San Diego, CA 92126 $ 159,239.00 10/5/2015 € Completion drain culvert. Hani Assi(858)583-1846 11/30/2015 Huntington Beach FY 201415 Sewer Lining Project City of Huntington Beach CIPP Lining of 11,189 LF of 8-Inch sanitary Sewer and 2000 Main Street, I"Floor Start 16 bypass pumping. Huntington Beach,CA 92648 $ 250,000.00 Completion Jose Fuentes(714)536-5431 4/14/2016 Nu-Line Technologies,`LLC: {, tsu LINE 102 Second Street Suite B TecMggdyLLC t» "2}'li' Encinitas,CA 92024 u www.nulinetech.net NU LINE Ts6ed«glss,LLC Nu-Line Technologies, LLC Project References - CTPP/SPR City of Encinitas Encinitas 2014-2015 Annual Storm Drain 505 S.Vulcan Start Rehabilitation Encinitas, CA 92024 $ 558,399.00 10/5/2015 CIPP Lining of 2,322LF of 12-Inch to 36-Inch storm Kipp Heffner(760) 633-2775 Completion drain culvert. 3/30/2016 Sewer and AC Water Group 840 City of San Diego Final main video of 2,098 LF,8-Inch sewer 9485 Aero Drive, San Diego, CA 92123 $3,147.00 Completion Avram Yu (858)573-5084 9/21/2015 Sewer Group 798 City of San Diego Clean&Video,SPR/CTPP Lining of 11,894LF of 8-Inch 9485 Aero Drive, Start sanitary sewer, 164 Service Lateral Connections San Diego,CA 92123 $410,114.30 12/15/2015 Avram Yu (858)573-5084 Completion 2/10/2016 2015 Sewer Repair Proiect-Rossmoor/Los Vasilj Inc. Alamitos 15531 Arrow Hwy, Start Clean&Video,CIPP Lining 2,545 LF of 8-Inch, Point Irwindale, CA 91706 $ 123,124.00 3/3/2016 repairs,Top Hats John Gavigan (626)480-1442 Completion 4/1/2016 2015 GRAVITY SEWER REHABILITATION Leucadia Wastewater Division Clean&Video,CIPP Lining 2,237 LF of 6-Inch,8-Inch 1960 La Costa Avenue, Start and 12-Inch sanitary sewer, 29 Service Lateral Carlsbad, CA 92009 $ 161,524.50 8/26/2015 Connections, Bypass Pumping Robin Morishita(760)753-0155 Completion 12/23/2015 CIPP Lining of 15"& 18" CMP Storm Drain City of Buena Park Clean&Video,CIPP Lining 360 LF of 15-Inch and 18- 6650 Beach Blvd, 3/3/2016 a Inch storm drains. Buena Park,Ca 90622 $ 51,991.00 Completion Francisco Gutierrez (714)562- 3/4/2016 ` 3687 Storm Drain Lining of 21"to 54" City of Chula Vista Clean&Video,CIPP Lining 2,415 LF of 18-Inch, 21- 1800 Maxwell Road, Start Inch 24-Inch 30-Inch and 36-Inch storm drains Chula Vista CA 91911 $433,391.00 1/4/2016 on ompleti Sectional Repairs, Invert Grouting of storm drains Kalani Camacho(619)921-2922 Completion 6 prior to rehabilitation. Storm Drain Lining 2014-15;Project No.52716 City of Fullerton PWD Engineering Clean&Video,CIPP Lining 2,420 LF of 8-Inch, 10- 303 West Commonwealth Avenue, Start Inch sanitary sewer, 12-Inch and 18-Inch storm Fullerton,CA 92832 $ 117,973.00 2/22/2016 drains,Sectional Repairs, Invert Grouting of storm Vince Oseguera (714)738-6845 Completion drains prior to rehabilitation. 4/25/2016 s YEA ..:; Nu-Line Technologies, LLC. Project References NU LINE 102 Second Street Suite B 2` " 2/7/2022 ... Encinitas,CA 92024 www.nulinetech.net f NU LINE TKtmlogle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR The Oaks-CIPP Lining of 36-Inch Storm Drain Davidson Communities Clean&CCTV 100 LF of 36-Inch storm Drain, 1302 Camino Del Mar, Start Easement access installation of 100 LF of 36-Inch Del Mar, CA 92014 $32,000.00 4/29/2016 on ompleti storm Drain, Post Video Tim O'Grady(858)259-8500 Completion 6 Eastern Municipal Water District 12-Inch Sanitary Eastern Municipal Water District Sewer 2270 Trumble Road, Start 016 Clean&CCTV,Rehabilitate 413 LF of 12-Inch Perris, CA 92572-8300 $22,715.00 Sanitary Sewer, Reinstate 5 Lateral Connections, Mark Chamberlin(951)928-3777 Completion n 2/26/2016 Bypass Pumping City of Los Angeles—Sewers 5 Program Mathew&Stewart Co Inc. Clean&CCTV, Rehabilitate 7,147 LF of 8-Inch, 10- 2841 Gardena Ave, Start 6/17/2015 Inch, 16-Inch Sanitary Sewer, Reinstate 160 Lateral Signal Hill,CA 90755 $304,603.00 Completion Connections, Bypass Pumping, Post Video Bruce Flowers(562)595-5471 ' On Call Rancho Palos Verdes Storm Drain Grfco Inc Clean&CCTV 134 LF of 18-Inch storm Drain, Po Box 1747 Start Easement access Installation of 134 LF of 18-Inch Brea,CA 92822 $ 21,942.50 12/30/2015 storm Drain, Post Video Jim Jackson (714)412-4712 Completion 12/3o/2015 City of San Diego Group 703A Weir Construction Corporation Clean&CCTV 627 LF of 8-Inch sanitary sewer, 2255 Barham Drive, Start Easement access installation of 627 LF of 8-Inch Escondido, Ca 92029 $30,347.50 3/8/2016 Completion sanitary sewer, Post Video Allan Weir(760)743-6776 3/9/2016 4 La Costa Golf Course Leucadia Wastewater Division E Clean&CCTV 360 LF of 10-Inch sanitary sewer, 1960 La Costa Avenue, Start e Easement access installation of 360 LF of 10-Inch Carlsbad,CA 92009 $ 18,720.00 11/20/2015 IIIE Completion sanitary sewer,Post Video Robin Morishita (760)753-0155 Completion 015 Manning Canyon Sewer and Water Replacement Burtech Pipeline Inc. Clean&CCTV 15,508 LF of 8-Inch sanitary sewer, 102 Second Street, Start Rehabilitate 2,582 LF of 8-Inch sanitary sewer Encinitas,CA 92024 3/22/20M w/SPR, 56 Sewer Lateral Connections, Post CCTV Buddy Aquino (760)634-2822 $ 212,865.00 Completion Video of 15,508 LF, Bypass Pumping 2/28/17 SAN DIEGO PIPELINE AC-1 Burtech Pipeline Inc. Clean&CCTV, Post Video of 40,279 LF 8-Inch 102 Second Street, 4/4/2016 Start sanitary sewer,889 Lateral Launch Video,SPR/CIPP Encinitas,CA 92024 $ 1,040,214.00 Completion Lining of 40,279 LF of 6",8" and 10-Inch sanitary Buddy Aquino (760)634-2822 10/18/2016 sewer and installation of 889 Top Hats NuAine Technologies,LLC. rJK.�K.2 � • • NU LINE 102 Second Street Suite Bgilrf Encinitas,CA 92024 s . www.nulinetech.net _�� NU LINE Techncbgles,LLC Nu-Line Technologies, LLC Project References — CIPP/SPR SPR Lining of 36-Inch Storm Drain SKANSKA, Inc. Clean&CCTV 140 LF of 36-Inch Storm Drain under 5196 Governor Drive, Start 805 Freeway Southbound Lane, Post Video San Diego, California 92122 $85,089.00 5 Coompletimpleti 6 Completion Keith Jackson (858)646-0921 5/14/2016 Sewer Rehabilitation Project No. 13 Los Angeles Dept, of Public SPR/CIPP lining of 19,943 LF of 8-Inch diameter Works Start 900 South Fremont Ave $476,649.00 6 sanitary sewer, reinstate 459 House connections, Compleornole tion Clean&CCTV, Bypass Pumping Alhambra,CA 90014 11/8/2016 , Joel Zaragoza (626)458-4973 Sewer&Water Group 834 Burtech Pipeline Inc. Clean&CCTV, Post Video of 8,996 LF 8-Inch sanitary 102 Second Street, Start 016 sewer, Lateral Launch Video,SPR Lining of 975 LF of Encinitas,CA 92024 $ 109,284.50 10", 12" and 14-Inch sanitary sewer and installation Buddy Aquino (760)634-2822 Completion n f Top Hats 3/21/2017 , LACDPW CRR.436 Los Angeles Dept.of Public CIPP lining of 598 LF of 18",36" and 60-Inch Works Start 900 South Fremont Ave $297203.50 5o 6 ,diameter storm drain,Clean&CCTV,Spot Repairs, Completion Frame and Cover Installations Alhambra,CA 90014 7/13/2016 Fred Kheradvar(626)458-4973 2016 SEWER MAIN CIPP REHABILITATION Yorba Linda Water District Clean&CCTV, Post Video of 3,700 LF 6",8" and 10- 1717 E. Miraloma Avenue, Start Inch sanitary sewer,Traffic Control, Bypass Placentia,CA 92870 $ 189,823.00 4 Pumping. Alex Thomas (714)701-3115 Completimpletion 6 p/za/zo16 s SSRP P08 Daly Street&Avenue 26 Vasilj Inc. Clean&CCTV, Rehabilitate 5,405 LF of 8-Inch 15531 Arrow Hwy, Start Sanitary Sewer, Reinstate 163 Lateral Connections, Irwindale,CA 91706 12/12/2016 $258,160.00 Completion Bypass Pumping, Post Video John Gavigan (626)480-1442 1/31/2018 City of Los Angeles ESRP#SWC03077-Avondale Vasilj Inc. Clean&CCTV, Rehabilitate 292 LF of 8-Inch Sanitary 15531 Arrow Hwy, Start Sewer Reinstate Lateral Connections Bypass Irwindale CA 91706 $ 14,600.00 6/2/16 Completion Pumping, Post Video John Gavigan (626)480-1442 6/2/2016 j I City of Los Angeles ESRP#SW02905-Avondale Williams Pipeline Contractors, Clean&CCTV, Rehabilitate 134 LF of 8-Inch Sanitary PO Box 1120 Start Sewer Reinstate Lateral Connections Bypass Somis CA 93066 $8,710.00 5/17/2016 Completion Pumping, Post Video John Williams(805)207-0148 Comp/2016 on Nu-Line Technologies,LLC. aP ' Project References—CIPP/SPR ( NU LINE 102 Second Street Suite B x' s;n 1 � Updated Encinitas,CA 92024 Fps` { www.nulinetech.net NU LINE Technologle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR SANITARY SEWER MASTER PLAN PHASE 1 City of South El Monte Start Clean&CCTV,Post Video of 2,230 LF 8", 10" & 12-Inch 1415 Santa Anita Avenue, 16 sanitary sewer,Traffic Control, Bypass Pumping, Point South El Monte,CA 91733 $163,798.00 Completion Repairs. Aldan Mousavi (626)652-3110 10/28/2016 2016 GRAVITY PIPELINE REHABILITATION PROJECT Leucadia Wastewater Division Clean&CCTV, CIPP Lining of 1,280 LF 8" & 15-Inch 1960 La Costa Avenue, Start sanitary sewer,Traffic Control, Bypass Pumping, Point Carlsbad,CA 92009 $ 240,000.00 7/28/2016 Completion Repairs. Robin Morishita (760)753-0155 12/15/2016 Caltrans No.08-OJ8104 Dreambuilder Clean&CCTV,SPR&CIPP Lining of 1,160 LF of 18", 1324 E. Lawson Ln, Start 24", 30",36" and 42-Inch Storm Drain, Pipe Repairs, Placentia,CA 92870 $ 311,540.00 1/9/2017 ! Completion Post Video Anu Singh (714) 646-3697 3/3/2017 i HillTop Area Sewer Lining Project City of Redding Clean&CCTV,CIPP Lining of 12,956 LF 6",8", 10" &12- 777 Cypress Avenue, Start ,CA 96001 $ 519,330.00 16 Inch sanitary sewer,Traffic Control, Bypass Pumping, Redding, Completion n Point Repairs. Darren Langfield(530)225-4469 9/30/2016 Sewer&Water Group 701 City of San Diego y Clean&CC ,CIPP Lining of 1,280 LF 8" & 15-Inch 1200 Third Avenue.,Ste. 200 StarCCTV, sanitary sewer,Traffic Control, Bypass Pumping, Point San Diego, CA 92101 $ 27,864.75 3/5/2018 i Completion Repairs. Luis Schaar, R.E. (619)533-4641 5/7/2017 Tyrian St and Soledad Ave and AC Water Main PK Mechanical Systems, Inc. Clean&CCTV, CIPP Lining of 6-Inch sanitary sewer, 21335 Bundy Canyon Road start 017 Traffic Control, Bypass Pumping, Point Repairs. Wildomar, CA 92595 $ 13,164.00 David Spindler(951)245-5537 Completion n 3/17/2017 RFB 7402 San Diego San District County of San Diego Clean&CCTV,sectional Lining and Top Hat Installation, 5560 South Overland Avenue, start 016 8"VCP sanitary sewer. Suite B,San Diego CA 92123 $5,850.00 Jaclyn Smith, (858)505-6367 Completion n 7/1z/2o16 City of LA ESR 69th&Vermont Vasilj Inc. Clean&CCTV,CIPP Lining of 8-Inch sanitary sewer, 15531 Arrow Hwy, Start Traffic Control, Bypass Pumping, Point Repairs. Irwindale,CA 91706 $ 13,777.50 5 John Gavigan (626)480-1442 Completion 6 5/19/2016 s Nu-Line Technologies, LLC. NU LINE 102 Second Street Suite B rdrowp..uc " •` . Encinitas,CA 92024 r <,s www.nulinetech.net NU LINE TKMobglea,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Fresno E. Home Avenue Sewer Rehab City of Fresno Clean&CCTV,CIPP Lining of 8-Inch sanitary sewer, 2600 Fresno Street, Room 2156 Start Traffic Control Bypass Pumping, Point Repairs. Fresno CA 93721 $75,255.00 3/15/2017 nt ompleio Mike Brown (559)621-1332 Completion 6/5/2017 Pacific Beach Pipeline South TC Construction Video Inspecting 9,000 LF of Pipelines and Culverts for 10540 Prospect Avenue Start Acceptance. Santee,CA 92071 $41,207.00 4/3/2017 Elan Schier(619)820-7811 Completion TBD 6-Inch CIPP Lining at U.C.L.A PipeTec Start Clean&CCTV,CIPP Lining of 6-Inch sanitary sewer, PO Box 2337 6/17/2016 Traffic Control, Bypass Pumping, Point Repairs. Irwindale,CA 91706 $ 14,425.00 Completion Mike Ashker(562) 699-3496 6/17/2016 Mission Trails Collection-Santee 1 Burtech Pipeline Inc. Start I Video Inspecting 1,001 LF of Pipelines and Culverts for 102 Second Street, 9/1/2016 Acceptance. Encinitas, CA 92024 $2,862.00 Completion Buddy Aquino(760)634-2822 ll 11/29/2016 City of El Monte—Sewer Lining Project City of El Monte Clean&CCTV,CIPP Lining of 8-Inch and 15-Inch 11333 Valley Blvd Start sanitarysewer,Traffic Control Bypass Pumping, Point EI Monte CA 91732 $ 163,098.009/27/2016 � Yp Repairs. Richard Ruyle (626)808-1909 Completion 11/23/2016 3 Ross Valley Sanitation Ranger Pipelines Clean&CCTV,CIPP Lining of 22,202 LF of 6-Inch and 8- 1790 Yosemite Ave. Start Inch sanitary sewer,Traffic Control, Bypass Pumping, San Francisco,CA 94124 $ 864,999.50 6/12/2017 Point Repairs. Tom Grover(415)822-3700 Completion 5/1/2018 s Via De La Valle bridge in Del Mar,CA PAL General Engineering Clean&CCTV,CIPP Lining of 10-Inch Ductile Iron Pipe, 10675 Treena Street,Ste. 103 Start Traffic Control San Diego, CA 92131 $24,235.50 10/26/2016 Diana Hsu (858)860-5300 Completion10/26/2016 Pipeline Rehabilitation AM-1 Burtech Pipeline Inc. Start Clean&CCTV, Post Video of 41,127 LF 8-Inch sanitary 102 Second Street, 11/15/2016 sewer, 1,127 Lateral Launch Video,SPR/CIPP Lining of Encinitas, CA 92024 $ 1,755,384.50 Completion 41,127 LF of 8-Inch sanitary sewer and installation of Buddy Aquino (760)634-2822 (R) 1,127 Top Hats 9/23/2019 Nu-Line Technologies, LLC. F°° ,; ':Project References—CIPP/SPR " ". NU UNE 102 Second Street Suite B Updated 2/7/2022 � .. Encinitas,CA 92024 www.nulinetech.net z, NU LINE Tmhrwbgln LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Fresno Sewer Rehabilitation in Congo and H- Emmitt's Excavation Inc Broadway Downtown Clean &CCTV,CIPP Lining of 6207 E. Clinton Ave Start 1,441 LF of 8-Inch and 10-Inch sanitary sewer,Traffic Fresno CA 93727 $ 114,434.50 April 2017 Control, Bypass Pumping, Point Repairs. David Walsh (559)347-9188 Completion 4/15/2018 Massachusetts Avenue Sewer Improvements-La S.C.Valley Engineering, Inc. Mesa 656 Front St. Start 016 Clean&CCTV,CIPP Lining of 937 LF of 6-Inch,8-Inch El Cajon, CA 92020 $85,709.81 Completion and 15-Inch sanitary sewer,Traffic Control, Bypass Kevin Prescott(619)444-2366 Completion 2/3/2017 Pumping, Point Repairs. Sewer Capital Improvements—Lemon Grove S.C.Valley Engineering, Inc. Start Clean&CCTV,CIPP Lining of 112 LF of 6-Inch sanitary 656 Front St. 6/1/2015 sewer,Traffic Control, Bypass Pumping,Point Repairs. El Cajon, CA 92020 $ 10,080.00 Completion Kevin Prescott(619)444-2366 (J. 10/31/2017 Val Sereno Storm Drain Rehabilitation&Extension City of Encinitas Clean&CCTV,CIPP Lining of 143LF of 24-Inch storm 505 S.Vulcan Avenue Start 10/2 drain,clearing and grubbing,Traffic Control,Concrete Encinitas, CA 92024 $49,000.00 Com l2 16 on Headwall, Invert Paving Repairs. Kipp Hefner(760)633-2775 Completion 11/7/2016 Small Diameter Sewer Rehabilitation-2017-1 AUI Incorporated Clean&CCTV,CIPP Lining of 143LF of 24-Inch storm 7420 Reading Ave.SE Start drain,clearing and grubbing,Traffic Control,Concrete Albuquerque New Mexico 87105 $ 253,674.00 3/1/2017 Headwall, Invert Paving Repairs. Mike Rocco (505)242-4848 Completion 3/28/2017 j Fresno Sewer Rehab&Replace in N Central Bill Nelson GEC, Inc. Start Downtown 2741 E. Malaga Avenue 4/5/2017 Clean&CCTV,CIPP Lining of 857 LF of 6-Inch sanitary Fresno,CA 93725 $ 83,942.59 Completion i sewer, lateral reinstatement. Jeff Nelson(559)439-1756 5 7 Trenchless Repair Replacement&Rehab Los Alamos AUI Incorporated Clean&CCTV,SPR Lining of 1,450 LF of 8-Inch sanitary 7420 Reading Ave.SE Start sewer, lateral reinstatement. Albuquerque New Mexico 87105 $ 106,515.00 12/12/2016 Completion Mike Rocco (505) 242-4848 12/16/2016 i Rehabilitation of 2 Sewer Lift Stations 24th St&Oak GSE Construction Company, Inc. Start St 6950 Preston Avenue 17 Clean&CCTV,CIPP Lining of 486 LF of 15-Inch sanitary Livermore,CA 94551 $ 53,415.00 Completion sewer, lateral reinstatement. Alexia Leon (925)447-0292 10/17/2017 ' `� NuAlne Technologies,LLC. , ,,r Project tsu) LINE 102 Second Street Suite B 'ri #Encinitas,CA 92024 TkhVWftLLC www.nulinetech.net ': { NU LINE TechrWo&9,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Yorba Linda Water District Bin DIP Murrieta Development Inc. Clean &CCTV,CIPP Lining of 208 LF of 8-Inch Ductile 42540 Rio Nedo Rd. Start /16/2016 Iron sanitary sewer,lateral reinstatement. Temecula,CA 92590 $ 12,376.00 11 Bill Estrada (909)721-0362 Completion 11/16/2016 City of Bell-Sewer Modernization Protect Tunnelworks Services Inc. Clean &CCTV,CIPP Lining of 4,839LF of 8-Inch sanitary 13502-H Whittier Blvd. Ste. 165 Start sewer, lateral reinstatement. Whittier, CA 90605 $ 142,862.75 2/14/2017 William Duarte (562)553-2734 Completion4/10/2017 1-25 South 18-Inch Sanitary Sewer AUI Incorporated Clean&CCTV,SPR Lining of 550 LF of 18-Inch sanitary 7420 Reading Ave.SE Start 016 sewer,lateral reinstatement. Albuquerque New Mexico 87105 $ 168,440.00 Completion Mike Rocco(505)242-4848 Completion 3/31/2017 Pipeline Rehabilitation AG-1 Burtech Pipeline Inc. ¢ Clean&CCTV,SPR/CIPP Lining of 35,992 LF of 8-Inch 102 Second Street, Start l 4/3/2017 sanitary sewer and installation of 797 Top Hats Encinitas, CA 92024 $ 1,414,852.50 Completion Buddy Aquino (760)634-2822 ll 4/15/19 Bonillo Drive Storm Drain Burtech Pipeline Inc. Cleaning and Video Inspection of 24"Storm Drain 102 Second Street, Start Encinitas, CA 92024 $ 2,169.11 2/7/2017 Buddy Aquino (760)634-2822 Completion 2/7/2017 Lemon Drive 8-Inch Lining Yorba Linda Water District Clean&CCTV,CIPP Lining of 10 LF of 10-Inch sanitary 1717 E. Miraloma Avenue, Start sewer. Placentia,CA 92870 3/10/2017 $7,385.00 on etiompl Diane Dalton (714) 701-3115 Completion 7 Sunset Lane Easement 8-Inch Lining Yorba Linda Water District Clean&CCTV,CIPP Lining of 345 LF of 8-Inch sanitary 1717 E. Miraloma Avenue, Start sewer. Placentia, CA 92870 $ 17,424.75 Comp 2017 Completion Diane Dalton (714)701-3115 2/27/2017 Sierra Madre Rehab Proiect City of Sierra Madre Clean&CCTV,CIPP Lining of 2,785LF of 8-Inch sanitary 232 W.Sierra Madre Blvd Start 17 sewer. Sierra Madre, CA $ 150,752.50 Completion Chris Cimino(626)335-6615 6/23/2017 Nu-Line Technologies, LLC. It NU LINE 102 Second Street Suite BUpdated 2/7/2022 Encinitas,CA 92024 3' . www.nulinetech.net NU LINE Techndogle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of Pasadena-La Loma Ramona Inc Clean&CCTV,CIPP Lining of 140LF of 8-Inch sanitary 302 N 1st Ave Ste 1 Start 17 sewer, Bypass Pumping. Arcadia,CA 91006 $ 12,950.00 Completion Michael Grbavac(626) 355-1350 3/9/2017 North Lone Beach Sewer Improvement Project Clean City of Long Beach & CCTV,CIPP Lining of 4,229LF of 8-Inch, 10-inch and 1800 East Wardlow Road, Start 017 12-inch sanitary sewer, Bypass Pumping,Traffic Long Beach,CA 90807 $529,504.35 Completion n Control,Top Hats, Point Repairs. Valeri Karaknov(562)570-2419 12/18/2017 2017 CMP Storm Drain Relining;and Point Repair City of Pasadena Start Clean&CCTV,CIPP Lining of 912LF of 12-Inch, 15-inch 100 N. Garfield Ave, 3/5/2018 and 18-inch&21-Inch storm drain, Point Repairs, Pasadena, CA 91109 $ 201,368.10 Completion Traffic Control, Diego Juarez(626)744-3921 (R). 6/21/2018 I t CalTrans 12-OQ0604 Huntington Beach CA Jabra Contracting 10OLF of 12-Inch 18- 1813 Manzanita Lane Start Clean&CCTV, CIPP Lining of 1, � 12/4/2017 inch and 24-Inch storm drain, Point Repairs,Traffic Manhattan Beach,CA 90266 $ 113,650.00 Completion Control, Bob Collins (310)545-5015 11/6/2017 La Mesa 24-Inch Storm Drain Wayne Pointer CCTVInspection 24-Inch storm drain 4740 Alta Rica Drive Start 3/8/2016 La Mesa, CA 91941 $ 660.00 Completion (619) 818-1116 3/8/2016 Water&Sewer Group 954 Burtech Pipeline Inc. I Clean&CCTV 1,816LF,CIPP Lining of 1,316LF of 8-Inch 102 Second Street, 4/25/Sta rt rt fE sanitary sewer,Traffic Control, Encinitas, CA 92024 $55,710.00 Buddy Aquino (760)634-2822 Completion11/3/2018 ; 1 Imperial Beach—Sewer Pump Station 4&6 NEWest Construction Rehabilitation 9235 Trade PI. Suite A, Start 17 Clean &CCTV 128LF,CIPP Lining of 128 LF of 8- San Diego, CA 92126 $ 14,164.00 Completion Inch sanitary sewer, Bypass Pumping,Traffic Corey Jennette (858)436-4880 4/13/2017 Control, Goleta West Sanitary District Project#16-04 Goleta West Sanitary District Clean&CCTV 5,882 LF,SPR&CIPP Lining of PO Box 4 start Comp 5,882 LF of 6",8", 10", 12" 15" & 18-Inch Goleta,CA 93116 $ 566,502.00 sanitary sewer, Bypass Pumping,Traffic Control, Mark Nation (805) 968-2617 Completion 12/8/2017 Manhole Rehabilitation at various locations. x Nu-Line Technologies, LLC. ; sProjec s"€ k NU LINE 102 Second Street Suite BrUpdated 2/7/2022 Encinitas,CA 92024 ,rI 4 "1 www.nulinetech.net „fit i NU LINE Technobgle%LLC Nu-Line Technologies, LLC Project References - CTPP/SPR CalTrans No.07-3W1104 Place Pipeliner& Jabra Contracting Repair Culverts 1813 Manzanita Lane, Start Clean &CCTV,CIPP Lining of 1,400 LF of 18-Inch, Manhattan Beach, CA 90266 $ 236,767.50 7/10/2017 24-inch and 39-Inch storm drain in various Bob Collins (310)545-5015 Completion locations of San Fernando CA 9/29/2017 San Diego Sewer Group 818 Dick Miller Clean&CCTV 133LF,CIPP Lining of 133LF of 6-Inch Jean Grace Start sanitary sewer,Top Hats, Bypass Pumping,Traffic (760)471-6842 ext 13 $ 18,569.75 6/18/2018 Control, Completion 10/6/2018 San Diego-AC Water&Sewer Group 1017 Burtech Pipeline Inc. Start Clean &CCTV 350 LF,CIPP Lining of 350LF of 8- 102 Second Street, 10/20/2017 Inch sanitary sewer,Top Hats, Bypass Pumping, Encinitas, CA 92024 $ 20,650.00 Completion Traffic Control, Buddy Aquino (760)634-2822 Li 4/30/2019 Lake Arrowhead Shelter Cove Agua-Fria Lake Arrowhead Community i Clean &CCTV 3,170 LF,CIPP Lining of 3,170LF of Services District start 8-Inch sanitary sewer,Top Hats, Bypass 27307 State Highway 189, 8/7/2017 Pumping,Traffic Control, Blue Jay,CA $325,329.00 Completion Richard Pretzinger(909)336- 10/31/2017 7139 San Diego-AC Water&Sewer Group 955 Burtech Pipeline Inc. Post Video Inspection 1,7961-F various diameters 102 Second Street, Start Encinitas, CA 92024 $4,041.00 3/13/2018 Buddy Aquino(760)634-2822 Completion 10/20/2018 i A La Mesa 8-Inch Cast Iron Pipe PSOMAS i Clean &CCTV 8"Cast Iron Pipe x 450ft 401 B Street,Suite San Diego, CA Start 92101 6/1/2017 III Sean Diaz(619) 961-2812 $4,000.00 Completion 6/30/2017 Leucadia 18-Inch Ductile Iron Pipe CCL Contracting Inc Rehabilitation 1938 Don Lee PI Clean &CCTV,Cured In Place Lining and end seal Escondido, CA 92029 Start 18" Ductile Iron Pipe Rod Chilcote(760)743-2254 $ 39,232.00 7/23/2017 Completion 7/26/2017 Nu-Line Technologies, LLC. " ' Fen � NU LINE 102 Second Street Suite B ... -. 022 TKMoaow.LLC Encinitas,CA 92024 =4 www.nulinetech.net 4'` s.< V NU LINE Techn*gle,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer Rehabilitation in N Abby and E City of Fresno Start Hammond 2600 Fresno Street, Room 2015, 3/16/2018 Clean&CCTV 1,714 LF,SPR Lining of 1,714 LF of Fresno, CA 93721 $ 702,673.50 Completion 20-Inch sanitary sewer,Top Hats, Bypass Jesus Gonzales(559)621-1332 5/24/2018 Pumping,Traffic Control, LACDPW-Project No. 15 LACDPW Clean &CCTV 22,132 LF,SPR&CIPP Lining of 900 South Fremont Ave Start 22,132 LF of 8", 10"and 12-Inch sanitary sewer, Alhambra,CA 90014 $ 664,667.00 10/3/2017 n e ompltio Bypass Pumping,Traffic Control, Point Repairs at Fred Kheradvar Completion various locations. (626)458-4973 Office 018 Beale Air Force Base-Repair Sub Basins 1,2,3, Allright Construction Inc 9 and MUNS 1485 S. Industrial Way Start Clean&CCTV 5,638 LF,CIPP Lining of 5,638 LF of Kerman,CA 93630 7/31/2018 6",8", 10"and 12" and 21-Inch sanitary sewer, Steve Martinez (559)284-3236 $ 522,566.00 Completion Bypass Pumping,Traffic Control, Point Repairs at 9/29/2018 various locations. 2016-2017 Citywide Annual Sewer City of Encinitas Rehabilitation 505 S.Vulcan Avenue Start Clean&CCTV 17,980 LF,CIPP Lining of 17,980 LF Encinitas, CA 92024 $ 1351,415.75 11/6/2017 of 6",8", 10"and 14-Inch sanitary sewer,Top Kipp Hefner(760) 633-2775 Completion 4 Hats, Bypass Pumping,Traffic Control, Manhole 5/18/2019 Rehabilitation Point Repairs at various locations. Monrovia Renewal—Northwest Area Sully-Miller Contracting, Inc. Infrastructure Improvements Project 135 S.State College Blvd, Start Clean &CCTV 6,035 LF,CIPP Lining of 6,035LF of Brea CA 92821 11/15/2017 00 Completion935. 6"and 8-Inch sanitary sewer,Top Hats, Bypass Jesse Flores (714)578-9600 $ 335, ll Pumping,Traffic Control, Manhole 3/31/19 Rehabilitation Point Repairs at various locations. Sewer System Repair Project-Montclair CA Vasilj Inc. Clean&CCTV 766 LF,CIPP Lining of 766 LF of 8- 15531 Arrow Hwy, Start I Inch sanitary sewer, Bypass Pumping,Traffic Irwindale,CA 91706 $31,980.50 9/18/2017 Control at various locations. John Gavigan(626)480-1442 Completion 10/9/2017 I Sewer and AC Water Group 764A KTA Construction Start Clean&CCTV 7,791 LF,CIPP Lining of 617 LF of 821 Tavern Rd. 2/13/2018 8-Inch sanitary sewer, Bypass Pumping,Traffic Alpine, CA $46,611.00 Completion Control at various locations. Adam Ogden(619)562-9464 2/15/2019 Techite Sewer Replacement,Diversion Charles King Company Structure-Padre Dam 2841 Gardena Avenue Start Clean&CCTV 390 LF,CIPP Lining of 390 LF of 6- Signal Hill, CA 90755 $ 36,864.00 1/24/2018 Inch sanitary sewer,Top Hats, Bypass Pumping, Scott King(562)426-2974 Completion 3/31/2018 Traffic Control at various locations. Nu-Line Technologies 'LLC. �} n a PP/SPR NU LINE 102 Second Street Suite B 3k 2022 T«.aoaHur Encinitas,CA 92024 www.nulinetech.net NU LINE Technol4e%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer Rehabilitation Project 2016/2017 City of West Hollywood Clean &CCTV 8,620 LF,CIPP Lining of 8,620 LF of 5 Hutton Centre Drive,Suite 500 Start 8"and 10-Inch sanitarysewer Top Hats Bypass Santa Ana CA 92707 $ 861,970.00 12/11/2017 Completiompletion Pumping, Point Repairs and Traffic Control at Kieler Smith(949)330-4172 9 8 various locations. 2017 CMP Repairs—City of Poway City of Poway Clean &CCTV 1,031 LF,CIPP Lining of 1,031 LF of 13325 Civic Center Drive Start 18" and 24-Inch storm drain, Invert Repairs, Poway,CA 92064 $ 318,244.00 11/10/2017 Point Repairs and Traffic Control at various Brian Banzuelo (858) 668-4623 Completion locations. 12/27/2017 18-inch Storm Drain Rehabilitation The Gill Company Clean&CCTV 1,308 LF,CIPP Lining of 1,280 LF of 28069 Diaz Rd,Suite B Start 18"storm drain, invert grouting and Traffic Temecula,CA 92590 $ 108,191.00 Completion Control at various locations. Darren Gill (951)501-5623 2/1/2018 JOC Task P1SS004 Burtech Pipeline Inc. Clean&CCTV 69 LF,CIPP Lining of 69 LF of 24" 102 Second Street, Start storm drain, invert grouting and Traffic Control Encinitas, CA 92024 $ 12,915.00 4/26/2018 Completion at various locations. Buddy Aquino (760)634-2822 4/26/2018 Caltrans—Contract No.08-OQ6804 American Pacific Construction Clean &CCTV 520 LF,CIPP Lining of 520 LF of 7161 Citrus Valley Ave Start 18" &24"storm drain, invert grouting and Eastvale,CA 92880 $ 130,875.00 2/1/2018 Completion Traffic Control at various locations. Ashish Sehgal (559)577-9999 4/25/2018 Caltrans—Contract No.08-OQ6904 United Engineering&Cons,, Inc., , Clean&CCTV 1,810 LF,CIPP Lining of 1,810 LF of 336 N. Central Ave, 10A Start 24"and 30"storm drain, invert grouting and Glendale, CA 91203 $ 381,090.00 2/1/2018 Completion Traffic Control at various locations. Reza Fard (818) 662-8055 5/23/2018 e Lake Helix Sewer Rehabilitation United Engineering&Cons., Inc., Clean&CCTV 344LF LF,CIPP Lining of 344LF of 336 N. Central Ave. 10A Start 18 8"sanitary sewer,invert grouting and Traffic Glendale,CA 91203 $ 381,090.00 Completion Control at various locations. Reza Fard(818)662-8055 5/23/2018 FY2016/17 Gravity Sewer Rehabilitation Project Ranger Pipelines Start Clean &CCTV, CIPP Lining of 24,064 LF of 6-Inch and 1790 Yosemite Ave. 7/24/2018 8-Inch sanitary sewer,Traffic Control, Bypass San Francisco,CA 94124 $ 1,072,720.00 Completion Pumping, Point Repairs. Tom Grover(415)822-3700 10/30/2019 Nu-Line Technologies, LLC, "��0Project References CIPP/SPR ,. cu) LINE 102 Second Street Suite BUpdated /7/2022 ui T"d` ..LL` Encinitas,CA 92024 rf40 www.nulinetech.net 'a;. NU LINE Technobglea LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Rehabilitate 10-Inch Siphon City of Laguna Beach Clean&CCTV, CIPP Lining of 250 LF of 10-Inch Water Quality Department Start 017 sanitary sewer siphon,Traffic Control, Bypass 505 Forest Avenue $ 56,625.00 Pumping. Laguna Beach,CA 92651 Completion n 12/5/2017 Hannah Johnson (949)464-6615 Culvert Repair and Replacement Fiscal Year 2016-17, Tri-Group Construction Oracle Project No. 1020695 9580 Black Mountain Road,Ste L Start 2/22/2018 Clean &CCTV,CIPP Lining of 721 LF of 18", 24",30", San Diego CA,92126 $ 262,898.00 Completion 42"and 71 x 47-Inch storm drain,Traffic Control and Hani Assi(858)689-0058 5/30/2018 invert repairs. CIPP Lining of 18"CMP Storm Drain&Void Repair City of Buena Park Clean&CCTV,CIPP Lining of 100 LF of 18-Inch storm 6955 Aragon Circle Start 12/18/2018 drain,Traffic Control and invert repairs. Buena Park,Ca 90622 $ 30,000.00 Completion Frank Moore 12/22/2018 (714)562-3708 Regal Road Sewer Main Extension Burtech Pipeline Inc. Clean&CCTV 133 LF of 8-Inch sanitary sewer and 102 Second Street, Start 1/18/2018 Traffic Control. Encinitas CA 92024 $ 1,100.00 Completion Buddy Aquino 1/18/2018 (760)634-2822 Sewer&Water Group-701 Ortiz Corporation Start Clean&CCTV 10,013 LF of 8-Inch sanitary sewer, 2000 Mc Kinley Avenue 3/5/2018 Rehabilitate 8-inch Sewer,Top Hats and Traffic Control. National City,CA 91950 $ 27,864.00 Completion Jose Ortiz Li (619)434-7925 6/15/2018 Brio&Symphony 12"CIPP National Plant Services, Inc. Clean&CCTV 336 LF of 12-Inch sanitary sewer, 1461 Harbor Avenue Start 18 Rehabilitate 12-inch Sewer and Traffic Control. Long Beach,CA 90813 $ 26,880.00 Completion Jeff Garcia (562)436-7600 2/6/2018 Contract No.02-4G2504 Replace and Rehabilitate R. Brown Construction Start Culverts,and Construct RSP Company, Inc. 7/1/2018 Clean&CCTV 460 LF of 21"&24-Inch storm drain, P.O. Box 406 $ 154,060.00 Completion Rehabilitate 21" &24-inch storm drain with SPR. Willow Creek,CA 95573 Roger Brown (530)629-3702 7/28/2018 Ceres Trunk Rehabilitation Proiect No.2017-23 Rolfe Construction Start Clean&CCTV 723 LF of 21-Inch sanitary sewer, 3573 Southern Pacific Ave 3/19/2019 Rehabilitate 21-inch sanitary sewer with cured in place Atwater,CA 95301 $ 133,241.00 Completion liner. Jorge C.Avelar(209)358-5548 3/21/2019 Nu-Line Technologies;LL.C. NU LINE 102 Second Street Suite B ?� Encinitas,CA 92024 al www.nulinetech.net rF Jhz � f NU LINE Technobglea.l C Nu-Line Technologies, LLC Project References - CIPP/SPR Caltrans 08-OQ6904 Culvert Repair United Engineering& Clean&CCTV 1,810 LF of 24" &30-Inch storm drain, Construction, Inc., Start Rehabilitate 21" &24-inch storm drain with CIPP, 336 N.Central Ave. 10A $ 981,090.00 2/21/2018 Cement Spray&SPR lining systems. Glendale, CA 91203 Completion Reza Fard(818) 662-8055 6/23/2018 FY 2018 Gravity Pipeline CIPP Lining Rehabilitation Leucadia Wastewater Division Start Pro•ect 1960 La Costa Avenue, 5/21/2018 Clean&CCTV 7,410 LF of 8", 12" 14"&15-Inch sanitary Carlsbad, CA 92009 $ 667,998.00 Completion sewer, Point repairs,top hats, manhole rehab. Robin Morishita(760)753-0155 LL 7/29/19 Renewal South Area Infrastructure Improvements Sequel Contractors, Inc Clean&CCTV 2,850 LF of 6",8" & 15-Inch sanitary 13546 Imperial Hwy., Start 7/2/2018 sewer, Point repairs,top hats,sectional lining. Santa Fe Springs,CA 90670 $ 215,569.00 Completion 1/17/2019 Pipeline Rehabilitation AK-1 Burtech Pipeline Inc. Clean&CCTV,SPR/CIPP Lining of 29,295 LF of 8-Inch 102 Second Street, Start 4 25 2018 sanitary sewer and installation of 497 Top Hats Encinitas, CA 92024 $993,200.00 Completion Buddy Aquino ll (760)634-2822 7/3/2019 Cal State San Bernardino Sewer Lining Quote W.A. Rasic Construction Clean&CCTV,SPR/CIPP Lining of 380 LF of 6-Inch and Company, Inc. Start 10-Inch sanitary sewer. 4150 Long Beach Blvd. TBD Long Beach, CA 90807 $ 35,700.00 Completion Keith Fouts (562)928-6111 TBD I City of San Diego-Water and Sewer Group 966 El Cajon Grading & Engineering Clean&CCTV 3,462LF,SPR/CIPP Lining of 477 LF of 12- Co. Inc Start E Inch sanitary sewer and installation of 2 Top Hats P.O. Box 967 9/20/2018 ! Lakeside, Ca 92040 $49,355.00 Completion Wendy Frisch(619) 561-9840 10/29/2018 P 8-Inch Sanitary Sewer Rehabilitation City of Carlsbad Clean&CCTV 640 LF,CIPP Lining of 640 LF of 8-Inch 1200 Carlsbad Village Drive Start sanitary sewer and Top Hats Carlsbad, CA 92008 $30,665.00 6/22/2018 Don Wasco(619)561-9840 Completion 6/25/2018 Lining of IVY Glenn Drive Storm Drain Facilities City of Laguna Niguel, Public Start Clean&CCTV 1,20OLF, CIPP Lining of 1,200 LF of 18- Works Department 5/2/2018 Inch storm drain. 30111 Crown Valley Pkwy $95,000.00 Completion Laguna Niguel, CA 92677 6/15/2018 JC Herrera (949)362-4337 Nu-Line Technologies, LLC. Project References—CIPP/SPR r ff y. NU LINE 102 Second Street Suite B "fro., Updatedp "` Encinitas,CA 92024 ,t ' www.nulinetech.net `�` NU LINE Techmlogle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Country Club Infiltration Project City of Coronado Clean&CCTV 2,620LF,CIPP Lining of 2,620 LF of 18", 1825 Strand Way, Start 24",36"42"&48-Inch storm drain. Point Repairs Coronado,CA 92118 5/24/2018 Dewatering. Katherine Odiorne $ 1,370,000.00 Completion (619)522-2424 12/21/2018 City of San Joaquin-Sewer Collection System Rolfe Construction Improvements Project 3573 Southern Pacific Ave Start Clean&CCTV 17,585 LF of 6',8", 10", 12"&16-Inch Atwater,CA 95301 8/7/2018 $ 598,972.50 Completion sanitary sewer, Rehabilitate 17,585 LF various Jorge C.Avelar(209) 358-5548 diameters sanitary sewer with cured in place liner. 4/27/2019 El Cajon Sewer&Storm Drain Repair&Replacement Burtech Pipeline Inc. Start Clean&CCTV8,589 LF of 6-inch to 60-Inch sanitary 102 Second Street, 6/11/2018 sewer&storm drain, Rehabilitate 8,589 LF various Encinitas, CA 92024 $ 701,604.00 Completion diameters sanitary sewer and storm drain with cured in Buddy Aquino place liner. (760)634-2822 3/11/2019 ! San Rafael Storm Drain (Lindaro Pump Station) Terra Pacific Group Clean&CCTV 250LF,CIPP Lining of 250 LF of 24-Inch 201 N.Civic Drive,Suite 135 Start storm drain. Point Repairs Dewatering. Walnut Creek,CA 94596 $202,750.00 9/24/2019 Pat Barrese Completion (925)667-7464 9/26/2019 I Caltrans 12-OQ7504 Culvert Repair Jabre Contracting Inc., Start Clean&CCTV 1,730 LF of 18",24"&30-Inch storm 1813 Manzanita Lane 9/17/2018 G drain, Rehabilitate 18",24"&30-inch storm drain with Manhattan Beach,CA 90206 $ 199,140.00 Completion I CIPP lining system. Bob Collins(310)720-0277 LZ 1/29/2018 Lake Helix Sewer Rehabilitation City of La Mesa Clean&CCTV344 LF of 8 cast-iron sanitary sewer, 8130 Allison Avenue Start Rehabilitate with CIPP lining system. La Mesa CA,91942 $48,422.00 7 Coompletimpleti 8 Completion Casey Crown (619)667-1380 8/31/2018 Sanitary Sewer Rehab and Replacement Prem Project City of Long Beach Start 1 Clean&CCTV 10,594 LF of 8", 10" & 12"sanitary 333 W.Ocean Blvd/7th Floor 10/9/2018 sewer, UV Sectionals&Top Hats, Rehabilitate with Long Beach, CA 90802 $ 575,000.00 Completion CIPP lining system. Valeri Karakanov(562)570-2331 (R) 3/27/2019 RFP-Sewer Cured in Place Pipe Repairs 2018 Padre Dam Municipal Water Start Clean&CCTV 3,308 LF of 8" &10"sanitary sewer,Top District 9/27/2018 Hats, Rehabilitate with CIPP lining system. 9300 Fanita Parkway $ 200,003.00 Completion Santee,CA 719003 L1 (619)258-4635 5/14/2019 Nu-Line Technologies,LLC. NU LINE 102 Second Street Suite B a T"` .'LL` Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Santa Barbara—Anacapa St 8" Emergency City of Santa Barbara Public Clean&CCTV 290 LF of 8"sanitary sewer. Rehabilitate Works Start with SPR lining system. 630 Garden Street $ 36,270.00 6/19/2018 Santa Barbara, CA 93101 Completion Bradley Rahrer(619)258-4635 6/19/2018 CalTrans 07-3W9704-105 Freeway Jabre Contracting Inc., Start Clean&CCTV 1,320 LF of 18",24",30" &36"CMP 1813 Manzanita Lane storm drain. Rehabilitate with CIPP lining system. Manhattan Beach, CA 90206 $ 227,790.00 8 Completion on Bob Collins(310)720-0277 11/17/2018 2018 Sewer Main Rehabilitation Project Ojai Valley Sanitary District Clean&CCTV 14,425 LF of 8"& 10" rehabilitate 1072 Tico Road Start sanitary sewer with CIPP lining system. Ojai,CA 93023 $425,000.00 10 8 Completion Jon Turner(805)658-6800 4/20/2019 s CIP 18-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach Start Clean&CCTV 30,480 LF of 6",8", 10", 15"&18" 505 Forest Avenue 9/6/2018 rehabilitate sanitary sewer with CIPP lining system. Laguna Beach,CA 92651 $ 1,259,748.00 Completion Hannah Johnson (949)464-6615 U 10/22/2019 Summerland Emergency 8"Cast Iron Repair CUSHMAN CONTRACTING CORP. Clean&CCTV 150 LF of 8", rehabilitate sanitary sewer P.O. Box 147 Start with SPR lining system. Goleta, California $30,025.00 8/27/2018 Completion Blair Cushman (805)964-8661 8/28/2018 ESR City of Los Angeles-Bonnie Brae Pipe Tec Start Clean&CCTV 110 LF of 8"sanitary sewer with CIPP 5103 Elton Street lining system. Baldwin Park,CA 91706 $ 19,060.00 Completion Tom Vukojevic(626)222-1998 j TBD I Palisades Slip Lining Phase 2 Lake Arrowhead Comm.Services Clean&CCTV 2,348 LF of 6" sanitary sewer. PO Box 700 Start 018 Rehabilitate with CIPP lining system and install new Lake Arrowhead, CA 92352 $ 366,930.00 Completion Completion manhole structures&cleanouts. Scott Schroeder(909)336-7136 1/15/2019 AC Water&Sewer Group 1018 Orion Construction Corp. Clean&CCTV 1,000 LF of 8" sanitary sewer. Rob Wilson Start Rehabilitate 1953 with CIPP liningsystem and install 3/mpleti 9 y (760)597-9660 $ 192,402.50 Completion UV Top Hats. 4/8/2019 Nu-Line Technologies,LLC. FProject�=r NU LINE 102 Second Street Suite B s ... Encinitas CA 92024 r' :� �. www.nulinetech.net � : NU LINE Technologies,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of Vista-Pilot Proiect Information City of Vista Clean&CCTV 329 LF of 8" sanitary sewer. Rehabilitate 200 Civic Center Drive Start 18 with SPR lining system. Vista CA 92804 $ 15,802.00 Elmer Alex(760) 726-1340 Completion 10/18/18 Fulton Road Rehab Burtech Pipeline Inc. Clean&CCTV 1,592 LF of 8" sanitary sewer. 102 Second Street Start 18 Rehabilitate with CIPP&SPR lining systems. Encinitas CA 92024 $ 200,525.00 Buddy Aquino (760)726-1340 Completion 8/13/18 JOC-Sewer Rehab Phase AT-1 Burtech Pipeline Inc, Clean&CCTV 39,685 LF of 8"sanitary sewer. 102 Second Street Start 018 Rehabilitate with CIPP&SPR lining systems, install Encinitas CA 92024 $ 1,907,764.00 Completion Completion 1,023 UV Top Hats& Post Video. Buddy Aquino(760)726-1340 10/31/2019 i CMP Rehabilitation FY 2017-18 Measure P Spiniello Companies Start ; 20,659 LF of 18"to 54"CMP Storm Drain Repairs. 2650 Pomona Blvd. 2/14/19 Rehabilitate with CIPP&SPR lining systems. Pomona, CA 91768 $ 1,984,764.00 Completion Abby De La Cruz(562)305-5219 10/30/2019 LACSD Belvedere Trunk Sewer Rehabilitation Spiniello Companies 10,260 LF of 15", 21" &24"sanitary sewer. Rehabilitate 2650 Pomona Blvd. Start 1/2/19 with CIPP lining systems. Pomona,CA 91768 $ 1,248,340.00 Completion Eugenio Mateo (562)458-7757 3/19/19 SKF Gilroy 18th Avenue Sewer Project Emmitt's Excavation Inc Start 797 LF of 12", 14" &18" sanitary sewer. Rehabilitate 6207 E. Clinton Ave 12/8/2018 with SPR lining systems. Fresno CA 93727 $ 155,713.00 Completion } David Walsh (559)347-9188 (R) 10/18/2019 j Santa Monica-FY 17/18 Annual Wastewater Main Mike Prlich &Sons Inc. i Improvements 5103 Elton St Start Clean&CCTV 2,135 LF of 8"sanitary sewer. Baldwin Park,CA 91706 $ 156,265.00 TB i Rehabilitate with CIPP lining system,install UV Top Lonny Lavin (626)813-1700 Completion TBD Hats. Vellecitos Rock Springs Sewer Replacement Burtech Pipeline Inc. Start Clean&CCTV 2,701 LF of 8",12"& 15"sanitary sewer. 102 Second Street 3/22/2019 Rehabilitate 303 LF with CIPP lining system. Encinitas CA 92024 $ 20,814.00 Completion Buddy Aquino(760)726-1340 u 10/2/2019 Nu-Line Technologies,LLC. Project References—CIPP/SPR INU TUNE 102 Second Street Suite B Updated \\� nuft�r•uc x, Encinitas,CA 92024 www.nulinetech.net '' ' ` NU LINE Technologies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR JOC-Sewer Rehab Phase AO-1 Burtech Pipeline Inc. Clean&CCTV 42,800 LF of 8", 10" &12"sanitary 102 Second Street Start 4/ sewer. Rehabilitate with CIPP&SPR lining systems, Encinitas CA 92024 $ 1,332,009.00 Completion install 413 UV Top Hats& Post Video. Buddy Aquino (760)726-1340 On-Going Caltrans—State Minor B,Solicitation No. 10A2041 Jabre Contracting Inc., Clean&CCTV 85 LF of 18"&30"storm drain. 1813 Manzanita Lane Start 1/19 Rehabilitate with CIPP lining systems, install 85LF& Manhattan Beach, CA 90206 $62,850.00 6/Completion Post Video. Bob Collins (310) 720-0277 9/30/2019 I (SSRP)H31 Beachwood Drive&Scenic Avenue Vasilj Inc. Clean&CCTV 12,419 LF of 6"&8"sanitary sewer. 15531 Arrow Hwy, Start Rehabilitate with CIPP lining systems, install 12,419 LF, Irwindale,CA 91706 $ 1,120,089.00 9/ 9/18 Completion Top Hats& Post Video. Joe Vasilj (626)480-1442 On-Going i La Costa Avenue-Storm Drain Improvements Tri-Group Construction, Inc. Start Pre and Post Clean&CCTV of 15" &18"Storm Drain. 9580 Black Mountain Road,Ste L 2/1/2019 San Diego CA,92126 $5,020.00 Completion Han!Ass! (858) 689-0058 U 4/9/2019 PAL Proiect—Lateral Launch and Locate Burtech Plumbing Lateral Launch&CCTV of 56 sanitary sewer laterals. 102 Second Street Suite C Start Encinitas CA,92024 $ 17,180.00 Completion Bill Schramm (760)305-2016 5/25/2019 City of Lynwood PROJECT No.4011.67.912 Sully-Miller Contracting Co. Installation of 8-Inch UV sectional patches 135 S. State College Blvd,Ste 400 Start Brea,CA 92821 $48,550.00 4/1/19 Jessie Flores(513)984-2222 Completion 4/30/19 Caltrans#07-4W3004-91 Freeway to 110 Freeway Jabre Contracting Inc., Start Clean&CCTV 85 LF of 18" &30"storm drain. 1813 Manzanita Lane 1/28/2019 Rehabilitate with CIPP lining systems, install 85LF& Manhattan Beach, CA 90206 $315,580.00 Completion Post Video. Bob Collins(310)720-0277 Ll 10/30/2019 RFQ-Point Repair by CIPP Sectional and Top Hat San Diego County Gen.Services Clean&CCTV, installation of CIPP Sectionals and UV 5500 Overland Ave,Suite 315 Start 019 Top Hats at various location, Post Video. San Diego,CA $ 25,678.00 Completion n Wasim Hanna (858) 694-2723 5/18/2019 Nu-Line Technologies, LLC. . . Project NU LINE 102 Second Street Suite B U.dated 2/7/2022 T« a«.LL` Encinitas,CA 92024 t www.nulinetech.net i k ' NU LINE Technologies,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Start Post CCTV inspection of 2,569LF of sanitary sewer at 21335 Bundy Canyon Road 1/25/2019 various locations. Wildomar,CA 92595 $ 8,675.85 Completion David Spindler(951)245-5537 L1 5/22/2019 Vista V-1 West Vista Sewer Phase 1-L Orion Construction Pre& Post CCTV inspections of 3,954LF of v8", 10" 12" 2185 La Mirada Drive Start & 15"diameters at various locations. Vista,CA 92081 $ 18,385.00 5/13/2019 Richard Newall (760) 597-9660 Completion On-Going Monrovia Renewal North Section Infrastructure Sully-Miller Contracting Co. Improvement Protect 135 S.State College Blvd,Ste 400 Start Clean&CCTV 12,0661-F of 6"&8"diameter,CIPP Brea,CA 92821 2/4/2019 rehabilitate 12,831LF of 6" &8"sanitary sewer, Install Jessie Flores(513)984-2222 $ 780,216.50 Completion 69 SLC's,and 136 UV sectional patches, bypass TBD pumping and 22,470LF of Post CCTV inspection. ESR City of Los Angeles-Stone Canyon Road(N. 100 Spiniello Companies Block 2650 Pomona Blvd. start Clean&CCTV,CIPP rehabilitation of 289LF of 10" Pomona, CA 91768 $ 34,494.31 Co/mpletion f sanitary sewer, lateral reinstatement and post CCTV. Eugenio Mateo(562)458-7757 3/30/2019 Sewer&AC Water Group 697A Burtech Pipeline Inc. Clean&CCTV 2,2001-F of 6" &8"sanitary sewer, 102 Second Street 6/19/Start rehabilitate 1981F of 6"&8"sanitary sewer,SLC's and Encinitas CA 92024 $40,272.40 019 Completion Post CCTV inspection of4,089LF of various diameters. Buddy Aquino (760)726-1340 10/16/2019 i Pasadena Storm Drain Repair GRFCO, Inc. I Clean&CCTV 586LF various diameter storm drain, P 0 Box 1747 Start rehabilitate by CIPP 466LF of 12"& 18"storm drain, Brea,CA 92822 $37,312.00 TBD post CCTV inspection of 386LF of various diameter Jim Jackson (800)375-7272 Completion I TBD storm drain. Hallmark Sewer Rehabilitation Eddie Axner Construction, Inc start Clean&CCTV, Bypass Pumping,4,222LF 6" &8"CIPP 5249A Old Oregon Trail 4/29/2019 rehabilitation at various locations, lateral Redding,CA 96002 $ 240.178.00 Completion reinstatement and Post Video CCTV. Trevor Olds(530)710-3533 U 9/13/2019 Chino ITB-Sewer Re-Lining Project City of Chino Clean&CCTV 13,452LF of 8"& 10" sanitary sewer, PO Box 667 Start rehabilitate by CIPP 13,452LF of 8" &10"sanitary Chino,CA 91708 $567,655.00 9 sewer,traffic control, bypassing, lateral reinstatement Austin Postovoit(909) 334-3250 Completion 9 2/10/2020 and post CCTV inspection. NuAine Technologies, LLC. NlJ LINE 102 Second Street Suite B � „ r«.uwyauc Encinitas,CA 92024 www.nulinetech.net gip; a r, NU LINE Teftobgle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Oceanside Point Repair Program Charles King Company Pre&Post CCTV video inspection of 1,359LF of 6", 8" & 2841 Gardena Ave. Start 19 10"sanitary sewer repairs. Signal Hill,CA 90755 $4,756.50 Completion Debi Hawkins(562)426-2974 5/18/2019 Cal-Trans 07A4593,3-Year System Inspection and Dreambuilder Const. Corp. Repair Clean &CCTV approx.20,000LF of various 1324 E Lawson Ln Start diameter storm drain in LA and Ventura counties, Placentia Ca 92870 $ 2,634,600.00 3/12/2019 approx. 6,500LF of CIPP rehabilitation of various Alex Singh(714) 646-3697 Completion diameters over a 3 year on call project. On-Going RFP Warner Ranch Siphon 113 Vista Irrigation District Clean&CCTV,CIPP rehabilitate 24-Inch storm drain 1391 Engineer Street, Start Comp siphon. Vista,CA 92081 $ 71,535.00 4 Completion I Mark Saltz(760) 597-3112 10/2/2019 i Sewer Group 786 Ortiz Corporation Clean&CCTV and lateral launch inspections of various 2000 Mc Kinley Avenue start diameter sanitary sewers. National City,CA 91950 $ 5,000.00 2019 Completion Jose Ortiz (619)434-7925 TBD University 21-inch Repair AUI Incorporated Start Installation of 380LF x 21"SPR sanitary sewer 7420 Reading Ave.SE 4/22/2019 rehabilitation. Albuquerque New Mexico 87105 $48,250.00 Completion Mike Rocco (505)242-4848 (R). 7/1/2019 Lemon Grove FY2017-18 Sewer Capital Improvement Charles King Company Pro'ect 2841 Gardena Ave. Start Clean&CCTV, 1,300LF x 8"CIPP rehabilitation, lateral Signal Hill,CA 90755 4/18/2019 $66,800.00 Completion reinstatement, bypass pumping and post video Debi Hawkins(562)426-2974 8/9/2019 inspection. Fullerton-Miscellaneous Storm Drain Improvements City of Fullerton Start Clean&CCTV,426LF of various diameter CIPP storm 303 West Commonwealth Ave 7/15/2019 drain rehabilitation,traffic control,grouting repairs Fullerton,CA 92832 $ 164,360.00 Completion and post video inspection. (714)738-6886 L1 I 11/4/2019 El Centro Emergency Sewer Repairs at Villa Ave City of El Centro Clean&CCTV,380LF x 27"CIPP rehabilitation, 1275 W. Main Street Start 6/5/2019 infiltration grouting, bypass operations,traffic control El Centro, CA 92243 $ 260,225.00 n etio Complompl i and post video inspection. Javier Luna, P.E. (760) 337-5182 do Nu-Line Technologies, LLC. e k s -Project.References—CIPP/SPR NU LINE 102 Second Street Suite BU... •. 2/7/2022 Encinitas,CA 92024 - www.nulinetech.net ` '• NU LINE TechnolNles,LLC Nu-Line Technologies, LLC Project References - CTPP/SPR LACDPW Culvert Repair and Lining Prolect, Phase 1 Los Angeles County Public Works Clean&CCTV, 1,029LF x various diameter storm drain 900 South Fremont Street Start 019 CIPP rehabilitation,traffic control and post CCTV Alhambra,CA 91803 $ 248,358.00 Completion n inspection. Joel Zaragoza (626)458-4951 2/26/2020 Buena Park 24-Inch CMP Repair City of Buena Park Start Clean&CCTV,100LF x 24"CIPP storm drain 6955 Aragon Circle 10/21/2019 rehabilitation,traffic control and post CCTV inspection, Buena Park,Ca 90622 $44,050.00 Completion Frank Moore(714)562-3708 10/25/2019 City of LA-Albion Riverside Park Project- W.O.# Sully-Miller Contracting Co. EW4006OF 135 S.State College Blvd,Ste 400 Start 19 Clean&CCTV,380LF x 10"CIPP rehabilitation, clean Brea,CA 92821 $ 33,201.00 Completion and video, lateral reinstatement, post video Mauricio Arreola(714)449-2277 6/7/2019 I Point Loma Storm Drain AMA Diversified Constr.Group. F Clean&CCTV,64LF x 24"CIPP storm drain 1305 Simpson Way, Suite L Start rehabilitation and post video Escondido, CA 92029 $ 35,634.00 12/1/2019 Dillon Vissering(760)444-1010 Completion12/31/2019 Countywide Sewer Improvements FY 2018-19 Burtech Pipeline Inc. Clean&CCTV, installation of 4,954LF,8"& 16"CIPP 102 Second Street Start liner at various location, Post Video. Encinitas CA 92024 $ 291,352.00 10/17/2019 Buddy Aquino (760) 726-1340 Completion 12/10/2019 City of LA-ESR Keswick Str.W.O.#SWC05476 Miramontes Const. Co, Inc. Clean&CCTV,40OLF x 8"CIPP rehabilitation, clean and P.O. Box 219 Start video, lateral reinstatement, post video Rialto, CA 92377 $ 42,200.00 12/13/2019 Completion Yvette Morales(909)787-3012 12/13/2019 JOC-P17NO06-CMP Storm Drain Lining Right Burtech Pipeline Inc. of Way Pipeline North 102 Second Street, Start Clean &CCTV,CIPP Lining of 977 LF of 21",24" Encinitas,CA 92024 $ 122,566.50 Comp 2019&30"storm drain and Traffic Control at various Buddy Aquino (760)634-2822 Completion 12/6/2019 j locations. JOC-Task P18NO03 Accelerated TS Referral Burtech Pipeline Inc. o Group 102 Second Street, Start Clean&CCTV,CIPP Lining of 3,003 LF of 10", Encinitas, CA 92024 $ 534,933.28 11/21/2019 12",21" &30" sanitary sewer,and Traffic Buddy Aquino(760) 634-2822 Completion Control at various locations. 12/18/2019 Nu Line Technologies, LLC. �b , nrj 1r NU LINE 102 Second Street Suite B .� �?;;`� ••. • � � TKmdopauc Encinitas,CA 92024 www.nulinetech.net NU LINE TKhnokv1e%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR CIP 19-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach Clean&CCTV CIPP lining of 3,193 LF of 8", 10" & 12" 505 Forest Avenue Start /12/2019 sanitary sewer with CIPP lining system,top hats and Laguna Beach, CA 92651 $ 208,073.00 11 _ post video work. Hannah Johnson (949)464-6615 n i2/3/2019 Completioetio Sewer Line By CIPP-Loma Linda City of Loma Linda Clean&CCTV, CIPP Lining of 30OLF of 8"sanitary 25541 Barton Road 11/25/2019 Start sewer at various locations.. Loma Linda, CA $ 28,700.00 Completion Jeff Peterson (909)799-4400 Completion 11/25/2019 OVSD Sewer Rehabilitation Project Ojai Valley Sanitary District Clean&CCTV,traffic control,CIPP Lining of 1072 Tico Road Start 11%6/2 14,425LF of 8"and 10"sanitary sewer at various Ojai,CA 93023 $425,000.00 4 Completion I locations. Jon Turner(805) 658-6800 1/3/2019 ? J0C-Sewer Rehab Phase AW-1 Burtech Pipeline Inc. Clean&CCTV 39,321 LF of 8"sanitary 102 Second Street Start 10%4/2 Sewer. Rehabilitate with CIPP&SPR lining systems& Encinitas CA 92024 $ 886,688.55 io Post Video. Buddy Aquino (760)726-1340 Completion On-Going Sewer and AC Water Group 807 Burtech Pipeline Inc. Clean&CCTV(POST) 11,088LF,CIPP Lining of 102 Second Street Start 863LF of 8" sanitary sewer at various locations Encinitas CA 92024 $ 90,193.00 Completion and top hats. Buddy Aquino(760)726-1340 12/17/2019 Sewer Pipe Lining-Rai nbow-Fallbrook Rainbow Municipal Water Clean&CCTV,CIPP Lining of 1,054LF of 6"&8" District Start sanitarysewer at various locations. 3707 Old Highway 395 10/1/2019 g y $ 69,000.00 Completion Fallbrook, CA 92028 10/31/2019 Ryan Stockton (760)728-1178 Caltrans—07-313704 Glendale Freeway Highland Construction, Inc Clean&CCTV 320 LF of 18" storm drain. Rehabilitate 133 N Pixley Street start with CIPP lining system and Post Video. Orange,CA 92868 $ 85,000.00 Comp Complletiets o i on Erin Richardson (714)538-5156 1/25/2020 City of LA-ESR Canyon View Drive-SWC05478 Mike Bubalo Construction Clean&CCTV, 315LF x 8" CIPP rehabilitation, lateral 5102 Gayhurst Ave, Start reinstatement, post video Baldwin Park, CA 91706 $ 32,247.50 1/28/2020 Brad Sorem (562) 818-4035 Completion1/28/2020 Nu-Line Technologies,LLC. 4 . %� .yt yro. NU LINE ect References 102 Second Street Suite B Updated�7 .. > } ,. Encinitas,CA 92024 � www.nulinetech.net €+eir NU LINE Techmkoes,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of LA-ESR Parthenia Street-SWCOSS82 Mike Bubalo Construction Clean &CCTV, 382LF x 8"CIPP rehabilitation, lateral 5102 Gayhurst Ave, Start 10 reinstatement, post video. Baldwin Park,CA 91706 $ 29,830.00 Commpletipleti 0 Completion Brad Sorem (562)818-4035 1/29/2020 Hermosa Beach-Sewer Impr. Ph 2 CIP 17-416 MNR Construction, Inc Clean&CCTV, 6,40OLF x 8" & 10"CIPP rehabilitation, 1880 Wright Ave, Start Comp Lateral reinstatements, rootball removal,traffic La Verne,CA 91750 $ 305,695.00 Completion Control,top hats and post CCTV. Scott Barnett(626)383-1019 3/27/2020 Paseo De Valencia-12-Inch Vertical Drop Repair T.E. Roberts Inc = 30LF x 12" CIPP vent line repair. 306 W Katella Ave, Start I Orange, CA 92867 $9,500.00 p/31/202o Completion Justin Roberts(714)559-2291 1/31/2020 G 3 RFP-Storm Drain Culvert Rehabilitation Point Loma California Constructors 272LF x 15"&24"CIPP storm drain rehabilitation. 7062 Convoy Court, Start Clean&CCTV and post CCTV inspection. San Diego, CA 92111 $97,086.00 1/6/2020 on ompleti Tony Gutierrez(858)775-9920 Completion Sewer Rehabilitation N Fresno and E Shields Emmitt's Excavation Inc Clean&CCTV,CIPP Lining of 2,659 LF of 12"and 15- 6207 E. Clinton Ave Start Inch sanitary sewer,Traffic Control, Bypass Fresno CA 93727 $ 240,624.00 2/20/2020 Pumping, Point Repairs. David Walsh (559)347-9188 Completion 3/6/2020 Sewer Improvements in the Vicinity of N First Street Emmitt's Excavation Inc and E Dakota Avenue 6207 E. Clinton Ave Start Clean&CCTV,CIPP Lining of 5,711LF of 6",8" and 12- Fresno CA 93727 $230,648.00 12/20/2019 Completion Inch sanitary sewer,Traffic Control, Bypass Pumping, David Walsh (559)347-9188 3/27/2020 Point Repairs. i AC Water&Sewer Group 1020 Burtech Pipeline Inc. Final Post CCTV, 303LF 8-Inch Cured In Place 102 Second Street Start TBD lining. Encinitas CA 92024 $ 20,787.00 Completion Buddy Aquino(760)726-1340 TBD i AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Final Post CCTV,303LF 8-Inch Cured In Place 21335 Bundy Canyon Road Start $ 84,968.00 lining. Wildomar,CA 92595 Completion n David Spindler(951)245-5537 TBD �:yu ace. ' Nu-Line Technologies,LLC. •��r�v� ayz NU LINE 102 Second Street Suite B fUpdated 2/7/2022 Encinitas,CA 92024 5 �ffu+ www.nulinetech.net ',: NU LINE Techndogiee.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR AC Water&Sewer Group 1027 Burtech Pipeline Inc. Start Final Post CCTV, 188LF 8-Inch Cured In Place 102 Second Street $3,243.00 11-1-2019 lining. Encinitas CA 92024 Completion Buddy Aquino (760) 726-1340 11-1-2019 AC Water&Sewer Group 1042 S.C.Valley Engineering, Inc Final Post CCTV, 1,274LF post CCTV inspection. 656 Front St, Start $ 3822.00 TBD El Cajon, CA 92020 , Completion Scott Miller(619)444-2326 TBD Buena Park 2019-2020 Sewer Main City of Buena Park I Rehabilitation 656 Front St, Start Clean&CCTV,7,0191-F 8", 10" & 12"sanitary Buena Park,CA 92020 $ 349,570.00 4-20-2020 sewer rehabilitation,traffic control, bypassing Teddy Luong(714)562-3670 Completion and post CCTV 9-5-2020 t Caltrans—07-313404 Monterey Park 710 Freeway Jabre Contracting Inc., Start Clean&CCTV 2,246LF of 18",24"&36" storm drain 1813 Manzanita Lane Rehabilitation with CIPP lining system and Post Video. Manhattan Beach, CA 90206 $400,331.11 2-3-2020 Bob Collins (310)720-0277 Completion 4-29-2020 Caltrans—08-1C9304 Big Pines Creek Lake Jabre Contracting Inc., Arrowhead 1813 Manzanita Lane Start Clean&CCTV 560LF of 18",24" &36"storm drain Manhattan Beach, CA 90206 $ 241,295.00 4-13-2020 Rehabilitation with CIPP,SPR&Alternative pipe lining Bob Collins(310)720-0277 Completion system and Post Video. TBD Caltrans—11-422114 Culvert Repair and Replace Hazard Construction Company Guardrail and Fence 10529 Vine Street Start Clean &CCTV 5,570 LF of 18", 24", 30",36"&48" Lakeside, CA 92040 $ 842,260.00 5-21-2020 i storm drain Rehabilitation with CIPP pipe lining Brad Lothers(858)587-3600 Completion TBD system, preparing culvert structures and Post Video. North Norwalk Trunk Sewer Rehabilitation LACSD Start Clean&CCTV 650LF of 15"sanitary sewer 1955 Workman Mill Road I 3-27-2020 Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $ 105,770.00 Completion System, manhole rehabilitation and Post Video. Jenny Hsu (562) 699-7411 3-30-2020 Claremont Trunk Sewer Rehabilitation LACSD Clean&CCTV 13,198LF of 12"and 15"sanitary sewer 1955 Workman Mill Road Start Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $ 1,172,893.00 11-20-2019 System, manhole rehabilitation, point repairs, Jenny Hsu (562)699-7411 CompletionTBD bypass and Post Video. Nu-Line Technologies, LLC. Project References—CIPP/SPR NU LINE 102 Second Street Suite B yaY' T�3- Updated 2/7/2022 , . T. """ Encinitas,CA 92024 Kaskrx www.nulinetech.net NU LINE Technologlem aC Nu-Line Technologies, LLC Project References - CIPP/SPR Millennium Hawthorne Mark Company Clean&CCTV 1,070LF of 12"and 15"sanitary sewer 2288 North Batavia, Start Rehabilitation with CIPP pipe lining Orange, CA 92865 $ 110,470.00 TBD System, manhole rehabilitation, point repairs, Isaiah Apodaca(714)685-3462 Completion bypass and Post Video. TBD 2017-18 Pipeline Rehabilitation and Replacement Napa Sanitation District Clean&CCTV 25,576LF of 6",8", 10", 14", 15" &16" 1515 Soscol Ferry Road, Start Sanitary sewer Rehabilitation with CIPP pipe lining Napa,CA 94558 1-28-2020 System, manhole rehabilitation, point repairs, pipe- Simon Kobayashi (707)258-6030 $ 6,445,000.00 Completion Bursting, bypass,top hats, lateral lining and Post TBD Video. 2020 Collection System Rehabilitation Proiect CIP 19703 Moulton Niguel Water District Clean&CCTV 3,585LF of 8",12"and 18"sanitary 26880 Aliso Viejo Parkway, Start 2020 sewer Rehabilitation with CIPP pipe lining Aliso Viejo,Ca 92656 $ 325,000.00 4-27- Completion System, manhole rehabilitation, point repairs, Sheldon Yu, PE(949)831-2500 9-5-2020 bypass and Post Video. Manhole and Pipe Repair(SPR1 Orange County Sanitation District Clean&CCTV 350LF of 24-Inch sanitary 10844 Ellis Avenue, Start sewer Rehabilitation with SPR lining system, manhole Fountain Valley,CA $ 350,000.00 TBD Completion installation, point repairs,bypass and Post Video. Brandon Garcia (714) 593- TBD 7306AW-1 OCSD Boulevard Force Main Replacement Teichert Utilities Clean &CCTV 280LF of 27" dual sanitary 3780 Kilroy Airport Way,Suite 700, start sewer siphons. Rehabilitate with CIPP pipe lining Long Beach, CA 90806 $ 198,160.00 TBD Completion system and Post Video. Fladio Godines(916)634-3161 TBD Pipeline Rehab Phase AV-1 Burtech Pipeline Inc. Clean &CCTV 33,313LF of 8"sanitary sewer. 102 Second Street Start3-2-2020 ! Rehabilitate with CIPP&SPR lining systems, reinstate Encinitas CA 92024 $ 749,542.50 Completion 413 service laterals& Post Video. Buddy Aquino(760)726-1340 On-Going 1 1 Paseo De Valencia T.E. Roberts Inc. Clean &CCTV 12"Vertical Drop. 306 W Katella Ave, Start 1 2-3-2ozo Rehabilitate with CIPP&Post Video. Orange, CA 92867 $9,500.00 Justin Roberts(714)559-2291 Completion 2-3-2020 Carlsbad-Storm Drain System Rehabilitation City of Carlsbad Clean&CCTV 840 LF of 12"to 42"storm drain. 1635 Faraday Avenue, Start 020 Rehabilitate with CIPP lining systems&Post Video. Carlsbad, CA 92024 $297,975.00 Emily Hasegawa (760)602-2460 Completion n 1-9-2021 Nu-Line Technologies,LLC. NU LINE 102 Second Street Suite B � v "�"°°P""" Encinitas,CA 92024 s s www.nulinetech.net • � NU LINE Technobgle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Oceanside Post Burtech Pipeline Inc. Post CCTV new sewer construction. 102 Second Street Start 20 Encinitas CA 92024 $ 11,740.00 Buddy Aquino (760)726-1340 Completion 2-29-2020 Leucadia Wastewater District—Emergency Repair Leucadia Wastewater District Clean &CCTV, installation of 8" UV Sectional liner& 1960 La Costa Avenue, Start Post Video. Carlsbad, CA 92024 $4,425.00 3-11-2020 n e ompltio Marvin Gonzalez(760)753-0155 Completion 020 Buena Vista Storm Drain Burtech Pipeline Inc. Post CCTV new storm drain construction. 102 Second Street Start 020 Encinitas CA 92024 $2,705.00 Buddy Aquino (760)726-1340 Completion n 3-31-2020 W.B. Rte.9lFreeway at Santa Fe/Alameda Off-Ramp Peterson—Chase E Post CCTV new storm drain construction. 16351 Construction Circle West Start Irvine, CA 92606 $5,586.00 4-28-2020 Completion Jon Vandersloot(949)677-0295 4-28-2020 City of San Diego-Sewer Group 841 Burtech Pipeline Inc. Post CCTV 3,138 LF new sanitary sewer construction. 102 Second Street Start 20 Encinitas CA 92024 $7,845.00 Buddy Aquino(760)726-1340 Completion On-Going City of Downey—Fidler Ave Sewer Rehabilitation City of Downey Clean &CCTV 1,209LF of 8"sanitary sewer. 11111 Brookshire Avenue Start Rehabilitate with CIPP lining systems,reinstate PO Box 7018 $ 115,290.00 6-30-2020 38 service laterals& Post Video. Downey,CAS 90241 Completion, 9-5-2020 j Janet Ortega (562)658-9565 City of San Diego—AC Water&Sewer Group 1023 Burtech Pipeline Inc. Start Post CCTV 697LF new sanitary sewer construction. 102 Second Street 10/1/2020 Encinitas CA 92024 $ 2,788.00 Completion Buddy Aquino(760) 726-1340 10/2/2020 City of San Diego—Sewer&AC Water Group 765 Burtech Pipeline Inc. Pre&Post CCTV of 5,383LF new sanitary sewer 102 Second Street Start TBD construction. Encinitas CA 92024 $ 20,186.25 Completion Buddy Aquino (760)726-1340 TBD Nu-Line Technologies, LLC. r . G LINE 102 Second Street Suite B ' F N ... •. \� TLLc Encinitas CA 92024 }{ www.nulinetech.net .',� NU LINE Twhnobglee,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Parkway Dr&Alvarado Road Trunk Sewer SC Valley Engineering, Inc. Clean &CCTV,4,901LF 8", 10", 12",15" &30" 656 Front St, start $ 123,006.00 10-1-2020 sanitary sewer rehabilitation,traffic control,Top El Cajon, CA Completion Hats, bypassing and post CCTV Scott Miller(619)444-2366 1-20-2022 OCSD Boulevard Force Main Replacement Teichert Utilities Clean&CCTV,280LF 27"sanitary sewer siphon 400 Sunrise Ave,Suite 300 Start rehabilitation and post CCTV Roseville,CA 95661 $ 198,160.00 TBD Le Anne Thibodeaux Completion TBD (916)480-5575 Sonoma OBAG 2-River Road Pavement Rehab Ghilotti Construction Clean&CCTV&SPR rehabilitation of 1,0111-F of 246 Ghilotti Ave Start 18",24,&30"storm drain and post CCTV Santa Rosa,Ca 95407 $ 295,710.00 8 1 2020 Tony Mencarini Completion (707)978-0537 4 1 2021 ' El Monte Valley&Arden Storm Drain City of El Monte Clean&CCTV and rehabilitation of 635LF of 24" 13333 Valley Blvd start $ 152,000.00 10 1 2020 storm drain and post CCTV El Monte,CA 91731-3293 Yurhi Choi Completion (626)580-2058 5 17 2021 i k I Nu-Line Technologies,LLC. Project References NU LINE 102 Second Street Suite B z. ,S YUpdate T"ntlopp1C Encinitas,CA 92024 www.nulinetech.net r r;- NU LINE Technaknles,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Experience by Diameter i 6" 1,668 4,543 8,249 8,654 36,158 42,537 7,600 6,373 115,782 8" 38,410 44,062 133,915 119,261 99,197 151,155 85,734 88,947 760,781 10" 516 773 4,878 1,250 9,294 16,861 3,734 7,706 45,012 12" 1 0 1,779 2,607 4,389 2,758 6,556 15,006 634 33,729 14" 0 102 448 0 641 221 793 355 2,560 15" 330 1,222 768 3,368 718 6,943 8,203 2,872 24,424 16" 0 285 0 0 0 1,594 0 40 1,919 18" 327 962 938 3,425 3,857 9,123 2,430 2,996 24,058 20" 0 0 0 0 1,720 0 275 0 1,995 21" 0 5,478 309 506 775 3,830 0 0 10,898 24" 95 952 1,141 2,053 4,038 9,436 5,581 4,774 28,070 27" 0 0 0 0 288 380 0 0 688 30" 0 656 779 701 1,003 5,117 1,206 688 10,150 33" 0 144 0 0 44 0 0 389 577 36" 0 40 882 40 1,448 1,364 1,453 289 5,516 39" 0 0 0 190 0 0 0 0 190 42" 0 61 0 180 1,166 332 166 582 2,487 j I 48" 0 0 0 0 574 0 2,130 969 3,673 54" 0 0 0 0 214 0 0 0 214 60" 0 0 542 0 483 0 0 0 1,025 Total 41,346 61,059 155,456 144,017 164,376 255,449 134,311 117,614 1,053,756 Nu-Line Technologies, LLC. ' `n 5Project References (NU LINE 102 Second Street Suite B Updated 2/7/2022 w�r >LLC Encinitas,CA 92024 www.nulinetech.net . CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854(citing Labor Code Section 1771.1(a)),passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations(DIR).Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB 854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call(844) 522-6734 https://efiling.dir.ca.gov/PWCR/ActionServlet?action--displayP WCRegistrationFonn DIR's Contractor Registration searchable database: https:Hefiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on,be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code,or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a j violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Nu Line Technolgies, LLC Contractor By Dominic Burtech fdurazo nulin Zch. Email sara@nu in ch.net Partner Title Date: 6/06/2022 PWC Registration#: 1000003808 C-12 Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 2020f21 SEWER LINING PROJECT Location:Various In Huntington Beach Ca Owner:City of Huntington Beach Line Segment(a):8-Inch Deslan Assumptions; Condition of host pipe FD PD•panlaly delarlarated,FD-rely deteriorated Inside diameter of host pipe in) 0• a Ovally of host pipe(14) q• 2.0 Default value Is 2%;range•0%.10% Slope of host pipe(Nit) S• 0:180 Host pipe Manning'sroughness(dimansionless) nr• 0.015 varies from0.013-0.030(dependent an existing pipe material,geometry,diameter and condition) l CIPP Manning's roughness(dimensionless) n,• O'Dio varies(rom0.009-0.013 Constrained sell modulus of native soil In the pipe zone(pal) M.•- 1,000 Sae lode bolowfor recwmmendedvaloes From rable 5.6 ofAWWA ManualolleirelorPracdcos,M46,Second EdiBon Cohesive Native Solis QQOI'ESSIO OrenularNative Solis Unconfined camprseeIva M„ ,+O 'k9� strength Iq.) M•Hf FZ Blowd Description ------ Descriptionti `aJ� 4` Gf D1588) Desarlption lonalaf kPa at MPa W y m >0_t very,very oae -0.0.125 0-13 very, soh 60 0.3 °s IONo•-6,4-1�- 1.2 y!ryloose 0.125.0.25 13.25 very soh 200 T1A_ * pp,6 30-22 * GILBERT M.HERNAN 2.4 __ 0.25.0•50 25.50 sort 700 4.e �r9 CIVIL �P R,C.E,No,69170 FXPIRFS: 6-30- 4.88 loose 0.50.1.0 s0-100 medium _ 1,500 10.3 TF 8-16�� lot oo'�of--_t b�2.0-100-200�'-a41f� 000 20.7 OF CALVE DATE: March 26,2021 18.30_ compact _ 2_0.4.0_ 200.400 vaa5111H a000 �4.8 Gilbert owwy.armu 30.110 dense _ _ Ur.-SO__400-600 har 100000 69.0 x..,.a., >50 ve dames >S.0 >so0 very hard 20000 138.0 Hernandez ..k,mat,.aea,wro. Flexural modulus of ElnOcily of CIPP,Initial(pal) E•: 280000 Minimum value is 280,000 pal per ASTM Fl 218 Long-term retention of mechanical proporltee(%) a0%. Determined from flexural creep modulus lea Ong extrapolated to proposed design Its(such as 50 years),typical Flexural modulus of elssOchy Of CIPP,long-term(pal) EL' 128 000 Determined from IexuraI veep modulus testing extrapolated to proposed design life(such as 50 years) Design safety rector N•. 2'. - Default value is 2.0 Un8 weight of sell(pof) ae• 120 Apples to fully deteriorated designs o* Unit welghl of water(poll, a„• 82A Depth of cover(h) H• 10,0 Measured from ground surface to lop of pipe Height of groundweler(h) He• 7,11 Measured from lop of pipe;Nak:if water table is below top of pipe,Input a negative numberl Internal vacuum pressure(pal) Pr• '..0.0 Default value In 0 i Internal pressure(pal) P• .00 Pressure pipe applications onyl If no pressure,Inpot O Diameter of hole or opmning In original pipe wall(In) d• :0.000 Pressure pipe apploallons onyl If no pressure,Inpu10 Poisson's repo of CIPP v• 0,30 Average value for CIPP per ASTM F1218 Flexural strength of CIPP,INIIal(pe0 trr• 4M Midmm value is 4.500 pal perASTM F1216 Flexural strength of CIPP,time-weighted(psi) eL• 4 500 At buckling the 8me-weighted flexural strength is equal to the lower 96%confidence value of the short4erm(079 Tensile alrengM of CIPP,Initial(psq vr. 3.1 Pressure pipe applications onyl I Tensile strength of CIPP,long-term(pal) orL. 1,800 Determined from longterm lam0e strength testing. Enhancement factor(cimenslonleaa) K• 7.0 MlMmum value racommanded per ASTM Pi 216 Surface he loading condltlon H2O H2O,E80 or airport H2O Calculations IHlehwav Leadal i Impacl rector for traffic load(dlmonslonless) 11f 110 From AASHTO Standard 3pec16cefbnsforNighwayBridgea,12thEdgkn Distributed load area overpipe at depth H(re) Au• 111.4 See IaWa and figures below Total applied surface wheal load(b) PLw• q8 000 Based an critical loading configuration(sae table below) H2O I"bed transferred to pipe at depth H(pal) wt".1 0•S W•(P•Ir)i(144•Au) Critical Loading Conl uretionelorH2Oloads 1perAASHT0I Condition H.It P,tics ALL,f 1 2 1.474 .33 8000 O.a3+ 76H 1,87+ ,75H <4.0 32000 0,3+1.76 8.87+1.78H 3 4.10 s H 1 48000 .83+ .75H 5.57+1.5H q'b4 as „ ,WW Lew Nee Wh1d Law Arm J 4ajr \��w. I r 1 \L~//ryelp /4 1 ..1 Wlualotlnner- \ •-+WMII Lbtl An, WIYY Luse A,NI '�\e ,� � 4! yR 1 .-'� .� S1, �N It. 1:1• t ��}SY HIr. � � 5 '. u �fl 1 r .3belmxw tow Ale •mnnwlw Lana. ,SrgIlSlll90,I.Distributed Lead Area•Singis Wei Wheel Condflien 2.Dstributed Load At..•Two IQO Trunk.Pawing 4og08PA.3.Dsbibuted Load Area-Axemale Leads In Passing Mode EDO Calculations(Rallwav Loadsl EDO live load transferred to pipe of depth H(psi) W,• 0.00 ham graph below Ego Live Loads an Pipe Installed UnderRallroads (From Cononns Pipe Handbook,6tb Edhion) RI oo oo4�g R& 4o a� go8.0001bOnr � 38 o $o ug o > '^'ern �8 8i se VfDf IN02 GiE'•,ate•,`u�llnit a 2621 L 16 gb}s� 1 e •,x 'A t a•, n 8,0,B,6'9' 5'8'8'9' 81 6'8,6' 9,6'6'8,S' ,g 0 10 TO 30 Unit Load(per) Figure 4.30, Spacing of Wheel Loads For Axle for a Cooper E 80 Design Loading. CIPP Design Template 312812021 NEK I I Almort Loads Modulus of elasticity of concrete(psi) E.• 4,000,000 defaup value Is 4,000,000 Polosods ratio of concrete(dimensionless) Is• 0.15 deleull value is 0.15 CALIFORNIA BEARING RATIO,C8R Moe of subgrade reaction k• 260 see adjacent figure B duiu 4 7080 iQD Thickness of concrete pavement(In) Is• 12 Depth Of cover,lop of pipe to bottom of slab(0) H• B.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe conterline(it) X• 0 assumed 0(moral case) Corps of Enalneen U.S.Army end Radlus of sUffness of the nod pavement(ft) R,= 3.27 R - Eh' U.S.Burs"of Realsmotlon Wheel bad(Ibs) PL,• 90,000 ! AASHTO SOIL CLASSIFICATION Worabeaae leading scenario Is!or 2 beds spaced 0.8R,apart end la eabulelad below. FUderal Highway Adwlnktnll na For alemate loading conditions,see Concrete Pipe Handbook,51h EdBbn Pressure Coefficient(C)for XlRs•0 2loads0.0 no apart along FEDERAL AVIATION AGENCY axis of pipe Sap ClsnifkWon 0.20 {Nn- 0,z ,' •H OASrX- RESISTANCE VALUE,R "•� w I, se es w r U 0.1 so MODULUS OF SUBGRAME REACTION,It,psi p,r Ina I , t ee 1,0 eq a ree Im r-. T-roc e o I 0.011 HIR,• 2.738 BEARINOVALUE.psl 1 C• 0.074 (30•In,dlanwter phlta,B.bin.datlemion) 3e w , I B 0 2 4 8 e 10 1 9ALIFORNIA BEAN NM RATIO,CBR i HIRs 6,e w w ro m w I{ QPpFESSlO I ! Airport Iva bad transferred to pipe at depth H(psi) wu• o,Do w,,•CPIR,s y��o M,HFR�e Fi WaHTly0 ttass aced Gr ParNallyDetsrlorefedGravltyPlpaCondiUon C'( Na,5t2]I� 1- 1100 s � a g - Ovetityreduclonleobr(tltrnansbnbss) C• 0.84 lTj.gl100]s) �' 6-30-22 * GILBERT M.HERNANIQ5 CIVIL ds R.G.E.No.69170 EXPIRES: 6-30- External hydrostatic pressure from groundwater(pan P.. 3.32 P••1rr(H.+D112)1144 P OF CALIF DATE: March 26,Z021 j Minimum thickness required,hydrostatic bucking is 0.13 In II' D ASTM F1218,EgostiosIXt.t GllbartHernandez 3.21 mm 2K C xx+1 Minimum thickness required,ovakly cheek is• 0,03 In 1.3•�••11+-g LSOW-0,5.11+-g-I•SOR-" -0 ASTM F1216,Equation X1.2 i 1.5 Iym 100 f00 ` 10D P•N 4 SORs• ISO If P.•0,default SDR•100 i I s Ouadrallc foolors for Eq.X1.2 a• 0.0306 j used to solve forSDRr and 11: Is• •0.610 + FuoDoforforotoof Gravity Pipe Condition a• •677.268 E Total Iva bad transferred to pipe at depthH(psn- W. 0.54 FromIva load cabuiations S Welter buoyancy lector(dimensionless) &• 0.77 Rw-1.0.33(H•IF)(min.value•0.67) Egli:N H„e0,use H.•0In this calculation � Total external pressure on pipe(psn Ch• WX ch•0,433H•+uB,HR,/144+W, Hift:1 H•cO,use H.•0In this calculation I Coefficient of slosdo support(In-Its) B.• 0.324 B'•1i(1+4e'Q0°s") 0.-Sea Note X1.3 of ASTM F1218 I ur Minimum thickness required Luschoes bucking squallon t3• 0.18 h I.[ (M'h)U-Os 12 1 ASTM F7218,Equation X1.3 3438 mm 72•R,-D',b!„,G,•CJ i Minlrlslm thickness required,pipe stiffness is• 0.13 In 3.38 min t•(t)"0.0g3.121E)" ASTM F1218,Equation XIA ParslAdly Deteriorated Pressure Pipe Condition Minimum thickness required to•ntihstand Internal pressure (e,• 0,00 In 4r'D/(I(Dfd)s•(8.33•oJPN)j�+1) ASTM F1216,Equation X1.6 In spanning across any hops In the original pipe wall dl• 0.00 If dm>1.03-(IpID)u,ASTM F1216,Equation X1.6,then Iner Is In ring lenebn or hoop stress 1.53(tplD)w= 0.00 and fully datedoreted pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check Iprl• 0.00 In 0.00 mm i i Fully Daterioretsd Pressure PIPO Comdllfors • j Minimum thickness required bWthatandalexternal tpa• 0,00 in Ills•Di((2w1,/PN)+2) ASTM F1218,EqualionX1.7 bads and On full Internal pressure 0.00 mm I CIPP Wall Thickness DRs(gn Summary j i Host pipe condition Furl Deteriorated � OPP and use appnoallon GravityFlow - CIPP outside dlamater(frost pipe Inside dlameter) 0• 8 In j Minimum CIPP thickness calculated 4,1.' 0.15 In Greatest vafus calculated from ASTM F12IS Equations XL1,X1.2,X1.3 and XIA(gravity RoV4 or 3.73 man greatest ofXIA,X1.2,X1,3,XIA and X1.7(pressure pipe) Mlnllrurt CIPP thickness reconvnemlad I.• GAB In Based on a maximum BDR•100 3.73 mm Nominal CIPP thickness to be suppled kw° 4.8 It1m Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses suppled BDRaua• 49 SDR•DA Maximum recommended SOR for CIPP Is 100 per ASTM F1216 i i I CIPP Doslgn Tomplele 3126/2021 NEK ! i �euNc CalcuMtlona CIPP Itrslda dlemelar(in) Dr==,4.87 Flowaren of host pipe(R=) Al= Flowaresof CIPP(ft) A,= Capacity of frost pipe(cfs) Qi= Q=1.488-A•RH9�(Manning's Equation) Capacity of CIPP(cfa) Qr flare RN-hydraulic radius=D/4 for pipe 6oWng fW%Increase/decrease In FlowCapacity 6Q= i o QppFESSIQ� I � c 2 ` m No.69170 A Exp.6-30-22 GILBERT M.HERNAN �A CIVIL �� R.C.E.No.69170 EXPIRES: 6-30 OF CA��F DATE: March 26,2021 Gilbert a +..•w�d, Hemandez ve.w+•W•+••+� I i r i i i i t t i yp l I i I i i 1 i CIPP Design Template 3126/2021 NEK ! Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 202=1 SEWER LINING PROJECT _ Location:Various In Huntington Beach Ca Owner:City of Huntington Beach Line Segment(s):12•Inch Deslan Assumptions: Candlfon of host pipe FD PD•partially deteriorated,FD>fuky deteriorated Inside diameter of host pipe(In) D• 12 Ovailyof host pipe(%) of• 2.0 Data Lill value Is 2%;tango+g44-10% Slope of host pipe(f Wq e• 0.100 Hoatpipa Manning's roughness(dimensionless) n1• 0.010 verbs from 0.013-0.030(dependent an existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nr• 0.010 varies from 0.0004.013 Constrained sol nxxkMs of native aollin the Pipe zone(psi) Mr„• 11000 See table belowforrecommended values I From Table 5.6 of AVAIVAManua o! erPrae ces M45,Second EdMba C es ve q va 0118 Granular Native Soils Uneonfln4doompressive Mo. 9 FESSIO,y � strength(ga) Dosariptlon Q• t•A• f p2 slowsMt(perASTM D1386) Description tonslsf kPa psi Mpg c Z >0-i v�rr�looce _ >0.0.128 0.13 varyoveryeoft 60 0.3 tD m 1.2--- w•y bosr` D.125.0.25 13.25 very soft 200 1.4 No.6 A 2L��14_ 4 0,26-0.60_ 20.50 son 700 4.8 *' 6 30-22 1k GILBERT M.HERNAN ' loose 0.80.1.0 Oo.100 medNm LBW _ 10.3 � CIVIL .a� R,C,E.No.69170 EXPIRES: 6-30- elightlycorspaa .0-2.0" 100.200 etof 3.W0 20.7_ compac 2_g-4A _200.400 ve stiff 8g00 34.6 OF CALI DATE: March 26,`2021 dance 4.0.6.0 400.000 haN 10000 69.0 ve dense >8.0 >800 w herd 20,000 130.0 Gllborl Harnxndes "w�wn.o. Flexural modulus of Elasticity of CIPP,Initial(psi) E• -200000. Minimum value Is 260,000 psi per ASTM F1216 Longterm retention of mechanical propedlea(%) 0. Determined from flexural creep modulus testing extrapolated to proposed dsalgn Its(such as 60 years),typical Flexural modulus of elasticity of CIPP,long-term(psi) Eo 125,000 Dabmined from flexural creep modukte testing extrapolate d to proposed design Its(auch an 50 years) Des*safety factor N• - ,2 Default value Is 2.0 Unit vaighl of soli(po0 a.. .120. Apples to fully deteriorated designs ony UnNvaighlofwabr(paq 8x,e 6244 Depth of cover(M H• 1010 Measured from ground surface to top of pipe Haighkorgroundaater(fq - HW•. -'10.0 Measured from topofplpw,N2jO:YwatertabteIsbelowlopofpiPa.Inputanegativenumborl Internal vacuum pressure(psi) P,• 90.0 Default value is 0 internal pressure(Par) P• 04. Pressure pipe applications anyl If no pressure,input 0 Diameter of hole or opening In original Pipe veal(In) d• 0.000 Pressure pipe applaslons onyl It no pressure,Input 0 Polosm's ratio of CIPP v. 0.30 Average vnkre for CIPP per ASTM F1218 Flexural strength of CIPP,Initial(psQ ar• - a 0 Minimum value Is 4,500 psi per ASTM F1216 Flexural strength of CIPP,Iime•valghbd(psi) aL• 4,600 At bucking the tklr-waighted Flexural strength is equal to The lower 95%confidence value of the short-term(079 Tensile strength of CIPP,Initial(psi) ar+. 8;og0' Pressure pipe applications onyl Tensile strength of CIPP,longterm(psi) on• 1,= Determined from kmgterm tensile strength testing, Enhancement factor(mlmensbnteas) K 7.0 Minimum value recorrrnanded par ASTMF1216 Waco be Wding condition 0 H20,E80 or airport i H2O Calculations(Hlahwav Loadal Impact factor for traffic load(mrranalonless) ¢• 1.0 From AASHTO Standard SpeeiOoalbns far Highway"gas,12MEdition t Distributed load area over pipe at depth H 0) AL• $17.4 See table and figures below I Total appled surface wheel bad(lo) PLW• 48,000 Based on aitloal loading configuration(sea table below) H2O We load transferred b Pipe al depth H(psi) ww• 0.6 %L+(P,W(144•Au) ff Gritloa Loading configurations for H20 load toorAASHTOI condition ,It P,Ilea ALL, 1 H<H1.33 18000 0.03+1.78H 1.87+1.73H 2 1,335H44,10 32000 0,63+1.70H 8,87+1.78f 1 1 3 1 4.105 H 1 48,000 .83+1.7 ,87+ .76 T0414 j,,•. We.ot Lnd Arw 4 WAu1 Wd A.- Rion. ,,P•�af rr04 xa\`. .; STZ _wNnl turfAo Wh„I tow Armor .�At"'''•JI'w .. f ti Waal mud A"., ..\ �•� 4Jyrr N •-•bnxNwnJ lwd An, .1 't � '- ! I - � � `Y��'''.. "Q1fill. . sji aNNameI LnJJ A. -0141ewd Law All, Cond6an 1,OIeWbWed Load Area-Single Dust Wheel Conddon2.0101buted land Area•Two H2O Tmoke Passing Condtlon 3.Dlsirikuted Load Area•Atemate Loads In Passing Mode E000alculatlans 1Rellwav Loadei E00 Ilve hoed transferred to Pipe at depth H(pal) wa• 0.00 ham graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,0th I?dHion) s FL4R4`t't9 4 �1�-k - -Rk- 00Ih par $ ao :. -•.rr-1, -r- y., �a oa9^sa`2 �nrom"Di,�w `SEES uV�m,�n lMinf( 1- 2E 20 C , � rr• + t �41 IL Ili , \L�Y'1 JAarr?'taSN`• B' 6.515,6' 6'1115. 8' a $ D 10 20 so Figure 4.30. Spacing of Wheel Londe Per Axis for a 21 Unit Load(pall Coopor E 60 Design Loading. CIPP Design Template3/2 012 0 2 1 NEK Airport Loads Modulus of alastlruly of concrete(pat) E,= 4,000,000 default value Is 4,000.000 Polsson's ratio of concrele(dimensionless) y= 0.16 delaulvalue is 0.15 CALIFORNIA BEARING RATIO,CBR Modulus of subgrade reaction(I611n) k• 250 see adjacent figure 3 4 K a 7 a DID 15 0 26 30 4050 80 10 SO IOU Thickness of concrete paverrenl(In) h• 12 Depth ofcover,top of pipe to bottom of slab(it) H- 9.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerllrm(ft) X• 0 assumed=0(moral case) Corps of Bntilmers U.&Army and Radius of stiffness of the rigid pavement(ft) R.• 3,21 U.S.0urew of Realemsdum Ra e s Eh 121-)ta Wheel bad(Ws) P.•. 90,000 A SOIL CLASSIFICATION Fed-I Federal Hlphµey AdmInistnition Worst-case loading scenario Is for 2 beds spaced CAR.apart and Is tabulated below, For alternate bading conditions,sea Conarele Plpo Handbook,blh EdilMn I Pressure Coefficient(C)for Wits•0 2 loads 0,8 Rs apart along FEDERAL AVIATION AGENCY 02eNi� 0 0� 0. 3 axis of pipe Son CIenRRsdoa r'A tA 1 d68 7' 5. 2 4rnr1GN ,.y a � H X 0 ib r DESISTANCE VALUE,fl o sa o se N g,i MODULUS OF BUBO BADE REACTION,k,pal par loth q0 a0 ON 0 NO ,00 ro•dip ♦00 006 It .gsttQ)agti M HIR,• 2.76- BEARING VALUE,F+I {� C• 0,074 (30•In,dlemster plate,0,1•10.dsONOsn) 0 N s 0 2 4 6 a 111 ALIFODNIA BEARING RATIO,OBR typo { a s i ss u tie ro N m ssro a QRpFE5s1ON Airport Iva bad transferred to pipe at depth H(psl) wu• O,aB w,•CPIR,s �Ww�Q FESs 2c Waif Thkknasa DesPon m i Partial) Deteriorated Gravity Pipe Condition 1- /100 s LTiLt� ( q No.691 to xr Ovalty reduction factor(dimensionless) C. o.e-0 C=\fi+q/100]2 * E.F.6-30.-22 GILBERT K HERNAN R.C.E.No.69170 EXPIRES: 6-30- Extemalhydroslalbpressure from grouruMeter(psq Pw• 4,77 P•1y,(H•+DI12)1144 �fP OF CALtF DATE March 26,2021 Minimum thickness required,hydrostatic buckling lit•r 021 M is 2 R'DC ASTM F1216,Equation X1.1 Gilbert Hernandez' r •w b.42 mm (`1-sT N tP+R,)f)+1 Minimum lhicknesa required,ovalty check it 0,10 In 1,5_ q 1+-g-.SDSP-O,b• 1+� SOR-1, •0 ASTM F1216,Euation Xl.2 2.-04 man 100 100� 100) P-N 9 SDR,• 126 If R.•0,default SOR•100 Quadratic factors for Eq.X1.2 a• 0,0306 t used to solve forSDRt and lit: b• •0.610 i o• -472.026 Fully Deteriorated Gravity Pipe Condition Total Iva bad transferred to pipe at depth H(pal)• W,• 0.84 From bed aabdailona Water buoyancy factor(dimensionless) R.• 0.57 R„•1-0.33(H„/H)(min.value•0.67) fy9121 N Hr,<O,use H.•0In this astoalatlon Total external pressure on pipe(pa0 q• 10.99 q•0,433H•+,aS,HR„/14-0+W, (141q:IfHe<),use H••O In this calculation Coefficient oleloa6o support(In-lb) 0'• 0,324 S'•1/(1+4e40"") Os-Sae Note X1.3 of ASTM F1216 (� I ua f Minimum lhbkrreSs required,Lusahals budding equation ta• .24 let ref. (NN,)t•!0s•12 1 ASTM F1218,Equation Xl,3 e I .tO mm 32•1t,•N'•hf••tiu•C i Minimum Wckness regtdred,pipe stiffness to• 0.20 in 812mm I•(O110,093.121E)"a ASTM F1216,Equation XIA Part/ely Defortaroted Pressure Pipe ComfNion Minimum thickness required to Wtholand Internal pressure ts,• 0.00 In 1„•DI(((Dld)s•(6.33 aJPN))y+f) ASTM F1216,Equation XIA In operating acres&any holes In the original pipe wall dID• 0.00 Irda>1.83•(pID)",ASTM Ft21%Equation X1.5,then Iner Is In ring tension or hoop stress 1.83(Ip1D)"t• 0.00 and futydeterloraled pressure pipe condition spot&$(ASTM F1216,Equation X1.7) Minimum thickness required by design check ta„• 0.00 In 0.00 mm Fully Deteriorated Pressure Pipe Condldom Mlnlmn thickness required to Wtholand of external tpt• 0.00 In It,,•DI((2•onIPN)4 2) ASTM F12le,Equation X1.T bads and the full Internal pressure 0.00 1 mm CIPP wag Thkrness Oae(gn 9umInay Host pipe condl0oo Fury Deteriorated CIPP end use application Gravity Flow CIPP outside diameter(host pipe Inside diameter) D• 12 In Minimum CIPP thickness oebutaled 61,• 0.24 In Greatest value tabulated from ASTM F1216 Equations XIA,X1.2,X1.3 and X1.4(gravity flow)or BAD mm greatest of X1.1,X1.2,X1.3,XIIA and X1.7(Pressure pipe) Minimum CIPP thickness recommended IN.• 014 in Based on a maximum SDR•100 10 mm Nominal CIPP thickness to be Suppled tan• 7,6 mm Rounded up to the nearest 1,6 mmto reflect standard CIPP thicknesses supplled SoRce,• 41 SOR•nit Maximum recommended SDR for CIPP Is 100 per ASTM F1215 � CIPP Design Template 30=21 NEK i I Hydra Af •alculefions CIPP Inside clameler on) Dr==0.79 Flowarea of host Pipe((I) AlFlowarea of CIPP((I) Ar•Capacity ofhost pipe(cfa) Gq m Q=1.406•A•RKBM(Manninq's Equation) Capacity ofCIPP(cra) Q1' More RN hydraulic radius-D14 for pipe flowing full %Incrsaseldscrease In Flow Capacity GQ e I QUO FESSIO� I yW4���M.HFFZ c Z f�Ft� I � �Na.69170 x I 6.30-22 GILBERT M.HERNAN CIVIL �� R.C.E.No.69170 EXPIRES 6-30- lF OF CP,$-. DATE: March 26,2021 I Gilbertn+w+nro.i Hernandez i I i i ) a i I i 1 f i I I I I i i CIPP Design Templela 3120J2021 NEK " E "TIFICATE OF x.Y REGISTRATION Thl 'is to certify that Insituform Technologies, LLC Headquarters 17999 Edison Avenue Chesterrield, Missouri 63005 USA i Refer to Attachment to Certificate of Registration dated March 8,2018 for additional certified sites operates a Y? p Quality Management_System ,i which complies with the requirements of 4y ISO 9001 :2015 for the following scope of certification 1' Design,development, manufacturing.and ittstallatton of products for the rehabilitations of?. pipelines using trenchless technology rerklfication of in tallation services Is non transferrable and applies only when performed iirectly'by`Insituforrn Technologies,'LLC. I Certificate No.: CERT-0101077 Original Ce'dification'Date: 'February'11 2014 File No.: 1650845 Certification Effective'Date:March 15,2017 Issue Date: March 8, 2018 Certification Expiry Date: March 14,`2020 l I i I V• Nicole Grantham General Nianager SAI Global Certification Services . e A ACCREDITED FA MANAOEMENT SYSTEMS a e ISO 9001 CEaTIPICATIGN BODY R�eplalarodby. SAI GLOC3AL ONSAI Caned.Limited((SAI Olabal,20CedaonCoud,We 20Q Toronto.Ontalo WW IM Canada.Thle mglotmion le eubbd to the SAI Global Terms and Caullfene(or Ca1lRcdirn. ieelsire oam andsill was exertdeedInoamlingoU thiseaeeament.SAI Global aooepte meponabiityonty br ryon no 1,1?oroe.Thb omtlflcatemmdro he popedyof SAI Olohel andmmt be mtrmad to them regwd,t�p_^� a vodfythel thkcadilMbiaanantpleate to to tha SAI Global Onllre Ce Iflodlm Radgor.ItlEa7Lpm4ylg iaml nomnv,iwai WORM. INSPIRE. IMPROVE. ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certiflcate No: CERT-0101077 issued on March 8, 2018 1650864 Insituform Technologies, LLC March 15, 2017 Manufacturing 160 Corporate Drive Batesville , Mississippi 38606 USA i Manufacturing 1650855 Insituform Technologies, LLC March 15, 2017 Weiout 2130 Stout Field West Drve Indianapolis , Indiana 46241 USA Manufacturing 1650856 Insituform Technologies, LLC March 15, 2017 Wetout 3061 Dublin Circle Bessemer,Alabama 35022 USA Itnufacturing i 1660857 Insituform Technologies, LLC March 15,2017 W etout a 654 Bluebonnet Parkway McGregor.,Texas 76657 USA 1 i Manufacturtng 1650858 Insituform Technologies, LLC March 15, 2017 Wetout 91-255 Kalaeloa Boulevard Kapolei ,Hawaii 96707 USA Manufacturing 1660859 Insituform Technologies, LLC March 15, 2017 Installation Central 580 Goddard Avenue Chesterfield , Missouri 63005 USA Reparation and installation 1660860 Insituform Technologies, LLC March 15, 2017 Installation Canada 6743-68 Avenue NW Edmonton ,Alberta T613 3138 Canada Reparation and Installation 1650863 Insituform Technologies, LLC March 15, 2017 Installation.Eastern Region 709 E.Ordinance Road Baltimore ,Maryland 21226 USA These registrations are dependent on Insituform Technologies, LLC �✓ 5A� GLOBAL Headquarters (File No. 1660846) maintaining their scope of registration to ISO 9001:2015 INFORM INSPIRE IMPROVE ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8, 2018 5033 Mosson Rd. Fort Worth ,Texas 76119 USA Preparation and Installation. I i 1650873 Insituform Technologies, LLC March 15, 2017 Installation-Eastern Region 18378 Tom Dr. Hammond ,Louisiana USA Preparation and Installation. 1660874 Insituform Technologies, LLC March 15, 2017 Installation -Eastern Region 13502 Almeda School Road Houston ,Texas 77047 USA I Preparation and Installation. 1650876 Insituform Technologies, LLC March 15, 2017 Installation-Eastern Region 1410 Gould Blvd LaVergne ;Tennessee ,QSA Preparation and Installation. 1660877 Insituform Technologies, LLC March 15, 2017 Installation-Western Region 19000 MacArthur Blvd,Ste 800 Irvine Califomia 92831 USA i Preparation and Installation. i F 1650878 Insituform Technologies, LLC March 16, 2017 Installation-Was tern Region 8620 Antelope N. Rd. -Ste 1 Antelope Califomia USA I Preparation and Installation. 1650879 Insituform Technologies, LLC March 15, 2017 Installation-Western Region 645 W.24th St.,Ste 102 Tempe ,Arizona USA Preparation and Installation. 1650880 Insituform Technologies, LLC March 15, 2017 Installation-Western Region 91-255 Kalaeloa Blvd. Kepolel , Hawaii USA Preparation and Installation. These registrations are dependent on Insltuform Technologies, LLC Headquarters (File No. 1680846) maintaining their scope of registration to SAI GLOBAL ISO 9001:2016 INlORM1f INSRlRF IMRRUVE i ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 Issued on March 8, 2018 Preparation and Installation. 1680743 Insituform Technologies, LLC March 15,2017 19165 SW 119th Street Tualatin , Oregon 97062-7384 USA i Preparation and Installation I i i I I I I c f i I These registrations are dependent on Insituform Technologies, LLC SAS GLOBAL Headquarters (File No. 1660845) maintaining their scope of registration to ISO 9001:2015 INFORM. INSPIRE IAiPNOVE The following characteristics of the Raw Materials are evaluated for Quality Assurance: i Raw Material Characteristic Evaluation Method Fiber Denier Visual Reference:Material Tag Fiber Crimps per inch Certificate of Analysis Fiber %Finish Certificate of Analysis Fiber Staple Length Certificate of Analysis Fiber Tenacity Certificate of Analysis Fiber Elongation% Certificate of Analysis PE Pellets Melt Index Certificate of Analysis PE Pellets Density Certificate of Analysis PE Pellets Gel Count Certificate of Analysis PP Pellets Melt Flow Certificate of Analysis Thread Strength Certificate of Analysis Thread Elongation Certificate of Analysis Thread Lube Certificate of Analysis I 3.Manufacturing Process Tubes are manufactured in Batesville,Mississippi,United States and meet all relevant specifications for a cured-in- { place pipe product:ASTM D5813,ASTM F1216,and ASTM F1743. The finished tube is manufactured using multiple layers of felt,with one layer coated with polypropylene or polyethylene plastic. The layers are cut/silt to the desired width and sewn concentrically. The coated layer is also sealed at the seam using an extrusion or taping process to form the final tube. The tube is then inspected and packaged for shipment. All manufacturing processes operate under a quality system that is certified to the IS09001:2008 standard. Step One: Felting I Felt production Is achieved b a non-woven process needle punch)using I p Y p ( p ) g polyester fiber. The finished felt rolls undergo tests to ensure weight,thickness,density,and elongation meet documented specifications. Multiple samples are taken across the full width of each roll of material produced to ensure fabric consistency. Multiple samples are taken in the machine and cross-machine direction of the fabric to test the fabric stretch at varying loads and the tensile strength. 100%of all felt produced Is tested for thickness under a specified load. Tensile strength testing is in accordance with ASTM Standard D5813.For test results,see Appendix A. The following characteristics are evaluated throughout the Felting process for Quality Assurance: Characteristic Evaluation Method Weight Scale Thickness Compression Testing Machine Elongation Tensile Testing Machine Tensile Strength Tensile Testing Machine Revision Date: June 2014 Page 2 of 7 i I i I The following characteristics are evaluated throughout the Coating process for Quality Assurance: j I I Characteristic Evaluation Method Material Type/Coating/Sequence Verify roll ticket and roll p to sew order I Width Tape Measure i Flamebond Attachment Pull at Flamebond area i Flamebond Tensile Strength Tensile Testing Machine Flamebond Peel Strength Tensile Testing Machine Flamebond Machine Settings Record Settings Stitches per inch Tape Measure Seam Structure Visual Inspection Surface Contaminants Visual Coating Voids Visual i Holes/Cuts/Tears .Visual I Dropped Stitches Visual i Starter Rope Location Tape Measure Step Five: Extrusion/Taping An extrusion or taping process Is used to bond the coated layer at the seam. The following characteristics are evaluated throughout the extrusion process for Quality Assurance: Characteristic Evaluation Method Coating/Material Type Verify to Order Thickness Bulk Test with scale Adhesion Peel Testing Adhesion Verify Correct Extruder Settings Adhesion Verify Correct Extruder Settings 3 I Correct Extrusion Material Verify with order ticket Extrusion Locatlon Automated Camera System M Extrusion Location Visual Extrusion Voids Visual Excessive/Uneven Extrusion Visual Heat/Pressure(Taping System) Visual j I i Revision Date: June 2014 Page 4 of 7 I Appendix A: The following material test records are samples of actual test data results for non-woven fabrics(felt)used In the manufacturing of Insituform tubes. The testing criteria for these materials meet the following standards: ASTM D-5199—Standard Test Method for Thickness of Geotextile/Geomembranes I ASTM D-5035—Standard Test Method for Breaking Force&Elongation of Textile Fabrics Additionally,per ASTM D-5813—Standard Specification for Cured-In-Place Thermosetting Resin Sewer Pipe,all i supplied materials meet or exceed the 750 psi"Fabric Tube Strength"requirement as defined by paragraph 6.1 of the specification.The porosity of our fibers is approximately 85%. This is conformation that all materials supplied by Insituform Technologies,Inc.are tested for product quality and fitness for use per the aforementioned ASTM guidelines with all test records maintained and made available at the j customer's request. 3mm Coated Felt y y , . Q f 8433 3 3100183 369023 12/20/2011 3.4 1240 1292 8434 3 3100183 369023 12/20/2011 3.3 1290 1380 8436 3 3100183 369023 12/21/2011 3.2 1247 1324 8437 3 3100183 369023 12/21/2011 3.3 1263 1344 8438 3 3100183 369023 12/21/2011 3.2 1259 . 1347 8439 1 3 3100183 369023 12/21/2011 3.4 1155 1315 8440 3 3100183 369023 12/21/2011 3.3 1244 1247 8441 3 3100183 369023 12121/2011 3.4 1213 1264 8442 3 3100183 369023 12/21/2011 3.2 1272 1339 8443 3 3100183 369023 12/21/2011 3.2 1245 1279 16oz Material-3mm Plain Felt 6771 2 3000003 365316 11/30/2011 3.2 1121 1135 6772 2 3000003 365316 11/30/2011 3.2 1186 1121 6773 2 3000003 365316 12/1/2011 3.1 1217 1087 6774 2 3000003 365316 12/1/2011 3.4 1183 1173 6775 2 3000003 365316 12/1/2011 3.1 1134 1073 6776 2 3000003 1 365316 12/1/2011 3.3 11281 1143 6777 2 3000003 365316 12/1/2011 A3.21 1074 6778 2 3000003 365316 12/1/2011 1122 6779 2 3000003 365316 12/1/2011 1136 6780 2 3000003 365316 12/1/2011 1114 I i Revision Date: June 2014 Page 6 of 7 i f I _.. -.-... . _ ............... __...... Y..-._......., I The installation of Insituform will generally improve the flow capacity of the pipe due to smooth transitions at offsets and Hydraulic protrusions, no joints between manholes, and a smooth inte- Considerations--- r1or surface, The traditional Manning equation can be used to Gravity Flow determine specific velocities and flowrates as follows: i @ = VA = 1.n86 A R213 SI/z (12) where, Q = flowrate, efs i V = velocity, fps A = flow area, ft, n = Manning coefficient of roughness (see Table 6) It = hydraulic radius, ft - A/P P = wetted perimeter of flow, ft S = slope of energy grade line, ft/ft For circular pipes flowing full, the formula may be I ! simplified to: = "63 Daio) SIia (12a) n where, D pipe internal diameter, ft. The Manning coefficient, 'n', of in-service Insitupipe was evaluated through a testing and analysis program conducted by Sverdrup Corporation and Southeast Environmental Services, Inc., in the St.Louis,Missouri metropolitan area(contact an Insituform representative to obtain a brochure detailing this test program). Plow monitoring was conducted on numerous uncleared,in-service,sanitary sewer Insitupipe sections to test actual in-place conditions.The test results indicated that the Manning coefficient, 'n', of in-service Insitupipe was 83%better than that of in-service pipes of traditional clay and concrete materials.An average in-service Manning coefficient, 'n',of 0.010 was measured for typical Insituform applications,However, It was found that the Manning'n'of the Insitupipe was highly vari- able and dependent upon the condition of the underlying pipe, 32 I 1 i i I i i i CERTIFICATE OF REGISTRATION This Is to certify that Insituform Technologies, LLC Headquarters 17999 Edison Avenue Chesterfield, Missouri 63005 USA Refer to Attachment to certificate of Registration dated March 8,2018 for additional certified sites operates a Quality Management_Systern a, which complies with the requirements of ISO 9001 :201$ for the following scope of certification ' l`' Design,development, manufaGturin� and nstallation,of products for the rehabilitatioq�of pipelines using trenchless technology Certification tof installation services is non transferrable and applies only when performed directly by Insituform Technologies,LLC. t Certificate No,: CERT-0101077 Original Certification Date: February .11;,2014 File No.: 1650845 Certification Effective Date: March'15, 2017 I Issue Date: March 8, 2018 Certification Expiry Date: March 14, 2020 k i "cote Grantham General Manager SAI Global Certification Services AO&B s A C C R E D I T E D MANAGEMENT SYSTEMS IS0 900'1 CERTIFICATION 800Y OMEN 6unednl.imller Catin(Nobel),,lead die din cam aW tel vNm ex b.dsedIetoh?dWy 711E CeneAa.Thm teBmtl�labe euhyd to responsibly onytr0 SAI GLOBAL FFTema mvnn PeagJlCmdWis 9eme.Thbce McePetm"Wisllhu paPnrlyoff AA Oluiinl and nlelbero mnd lo111 emuPone 9�l�EA101aba1 naaq�Is lesponeblllY only tr To wArythnl this oait11cn61a mrmnt please rolarlo lM EA1 Global 0n-Urs CoIlAodlm Radler. AlIM111121111 INFORM. INSPIRE, IMPROVE ATTACHMENT TO CERTIFICATE F REGISTRATION These sites are registered under Certificate No: CERT-0101077 Issued on March 8, 2018 1650854 Insituform Technologies, LLC March 15, 2017 Manufacturing 160 Corporate Drive Batesville , Mississippi 38606 USA Manufacturing i 1650856 Insituform Technologies, LLC March 15, 2017 Wetout 2130 Stout Field West Drve Indianapolis , Indiana 46241 USA Manufacturing 1650856 Insituform Technologies, LLC March 15, 2017 Wetout 3061 Dublin Circle Bessemer,Alabama 36022 USA Manufacturing 1650857 Insituform Technologies, ILLC March 151 2017 Wetout 6526 Bluebonnet Parkway McGregor ,Texas 7-6657`USA Manufacturing 1650868 Insituform Technologies, LLC March 15, 2017 Wetout 91-265 Kalaeloa'Boulevard Kapolei ,Hawaii 96707 USA i Manufacturing l 1660859 Insitufonn Technologies, LLC March 15, 2017 Installation Central 580 Goddard Avenue Chesterfield , Missouri 63005 USA Preparation and Installation 1650860 Insituform Technologies, LLC March 15,2017 Installation Canada 5743- 68 Avenue NW Edmonton ,Alberta T6B 3138 Canada Reparation and Installation 1650863 Insituform Technologies, LLC March 15,2017 Installation-Eastern Region 709 E. Ordinance Road Baltimore , Maryland 21226 USA These registrations are dependent on Insituform Technologies, LLC 0SA GLOBAL Headquarters (File No. 1660845) maintaining their scope of registration to ISO 9001:2016 INFORM INSPIRE. IMPROVE ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 Issued on March 8, 2018 5033 Mosson Rd. Fort Worth ,Texas 76119 USA Preparation and installation. i 1660873 Insituform Technologies, LLC March 15, 2017 j Installation-Eastern Region 18378 Tom Dr. Hammond ,Louisiana USA Preparation and Installation. 1650874 Insituform Technologies, LLC March 15, 2017 Installation-Eastern Region 13502 Almeda School Road Houston ,Texas 77047 USA Preparation and Installation. p 1660876 Insituform Technologies, LLC March 16,2017 Installation-Eastern Region 1410 Gould Blvd L'W466e Tennessee USA Preparation and Installation. 1650877 Insituform Technologies,LLC March 15,2017 Installation-Western Region 19000 MacArthur B'lvd,•Ste 800 Irvine , California 92831 USA Preparation and Installation. i 1650878 Insituform Technologies, LLC March 15,,2017 A Installation-Western Region I 8620 Antelope N. Rd. -Ste 1 Antelope , California USA Preparation and Installation. ! 1650879 Insituform Technologies, LLC March 15, 2017 Installation-Western Region 646 W.24th St.,Ste 102 Tempe ,Arizona USA Preparation and Installation. 1660880 Insituform Technologies, LLC March 15, 2017 Installation-Western Region 91-256 Kalaeloa Blvd. Kapolel , Hawaii USA Preparation and Installation. These registrations are dependent on Insituform Technologies, LLC Headquarters (File No. 1650846) maintaining their scope of registration to BAI GLOBAL ISO 9001:2016 INFORM INSPIRE IMPROVE ATTACHMENT TO CERTIFICATE F REGISTRATION These sites are registered under Certificate No: CERT-0101077 Issued on March 8, 2018 i Preparation and Installation. j i 1680743 Insituform Technologies, LLC March 15, 2017 I 19165 SW 119th Street Tualatin , Oregon 97062-7384 USA Preparation and Installation i i r f i I f I i I These registrations are dependent on Insituform Technologies, LLC ?� SAI GLOBAL Headquarters (File No. 1680845) maintaining their scope of registration to ISO 9001:2015 INFORM INSPIRE IMPROVE i i I The following characteristics of the Raw Materials are evaluated for Quality Assurance: Raw Material Characteristic Evaluation Method Fiber Denier Visual Reference:Material Tag i Fiber Crimps per Inch Certificate of Analysis Fiber %Finish Certificate of Analysis i Fiber Staple Length Certificate of Analysis i Fiber Tenacity Certificate of Analysis i Fiber Elongation% Certificate of Analysis PE Pellets Melt index Certificate of Analysis PE Pellets Density Certificate of Analysis PE Pellets Gel Count Certificate of Analysis PP Pellets Melt Flow Certificate of Analysis Thread Strength Certificate of Analysis Thread Elongation Certificate of Analysis Thread Lube Certificate of Analysis 3.Manufacturing Process Tubes are manufactured in Batesville,Mississippi,United States and meet all relevant specifications for a cured-in- place pipe product:ASTM D5813,ASTM F1216,and ASTM F1743, The finished tube is manufactured using multiple layers of felt,with one layer coated with polypropylene or polyethylene plastic. The layers are cut/slit to the desired width and sewn concentrically. The coated layer is also t sealed at the seam using an extrusion or taping process to form the final tube. The tube is then Inspected and packaged for shipment. All manufacturing processes operate under a quality system that is certified to the IS09001:2008 standard. Step One: Felting Felt production is achieved by a non-woven process(needle punch)using polyester fiber. The finished felt rolls I undergo tests to ensure weight,thickness,density,and elongation meet documented specifications. Multiple samples are taken across the full width of each roll of material produced to ensure fabric consistency, Multiple samples are taken in the machine and cross machine direction of the fabric to test the fabric stretch at varying loads and the tensile strength. 100%of all felt produced Is tested for thickness under a specified load. Tensile strength testing is In accordance with ASTM Standard D5813.For test results,see Appendix A. The following characteristics are evaluated throughout the Felting process for Quality Assurance: Characteristic Evaluation Method Weight Scale i Thickness Compression Testing Machine Elongation Tensile Testing Machine Tensile Strength Tensile Testing Machine I Revision Date: June 2014 Page 2 of 7 i I The following characteristics are evaluated throughout the Coating process for Quality Assurance: Characteristic Evaluation Method ` Material Type/Coating/Sequence Verify roll ticket and roll#to sew order Width Tape Measure Flamebond Attachment Pull at Flamebond area Flamebond Tensile Strength Tensile Testing Machine I Flamebond Peel Strength Tensile Testing Machine Flamebond Machine Settings Record Settings j Stitches per inch Tape Measure j Seam Structure Visual Inspection Surface Contaminants Visual Coating Voids Visual Holes/Cuts/Tears Visual Dropped Stitches Visual Starter Rope Location Tape Measure i Step Five: Extrusion/TaDing An extrusion or taping process is used to bond the coated layer at the seam. j i, The following characteristics are evaluated throughout the extrusion process for Quality Assurance: f� Characteristic Evaluation Method i Coating/Material Type Verify to Order Thickness Bulk Test with scale Adhesion Peel Testing Adhesion Verify Correct Extruder Settings Adhesion Verify Correct Extruder Settings Correct Extrusion Material Verify with order ticket Extrusion Location Automated Camera System Extrusion Location Visual Extrusion Voids Visual I Excessive/Uneven Extrusion Visual Heat/Pressure(Taping System) Visual I i i i Revision Date: June 2014 Page 4 of 7 i I Appendix A: The following material test records are samples of actual test data results for non-woven fabrics(felt)used in the manufacturing of Insituform tubes. The testing criteria for these materials meet the following standards: i ASTM D-5199—Standard Test Method for Thickness of Geotextile/Geomembranes ASTM D-5035—Standard Test Method for Breaking Force&Elongation of Textile Fabrics t Additionally,per ASTM D-5813—Standard Specification for Cured-In-Place Thermosetting Resin Sewer Pipe,all supplied materials meet or exceed the 750 psi"Fabric Tube Strength"requirement as defined by paragraph 6.1 of the specification.The porosity of our fibers Is approximately 85%. This is conformation that all materials supplied by Insituform Technologies,Inc.are tested for product quality and fitness for use per the aforementioned ASTM guidelines with all test records maintained and made available at the customer's request. 3mm Coated Felt P 8433 3 3100183 369023 12/20/2011 3.4 1240 1292 8434 3 3100.183 369023 12/20/2011 3.3 1290 1.380 8436 3 3100183 369023 12/21/2011 3.2 1247 1324 8437 3 3100183 369023 12/21/2011 3.3 1263 1344 j 8438 3 3100183 369023 12/21/2011 3.2 1259 1347 8439 3 3100183 369023 12/21/2011 3.4 1155 1 1315 8440 3 3100183 1 369023 12/21/2011 3.3 1244 1247 8441 3 3100183 369023 12/21/2011 3.4 1213 1264 8442 3 3100183 369023 12/21/2011 3.2 1272 1339 8443 3 3100183 369023 12/21/2011 3.2 1245 1279 16oz Material-3mm Plain Felt :tf i:..M ,x„W, 9)L';e ' �' �.Y. 'aat a vRa =,r�+ '.:an n 'ArE• �� 6771 2 3000003 365316 11/30/2011 3.2 1121 1135 6772 2 3000003 365316 11/30/2011 3.2 1186 1121 6773 2 3000003 365316 12/i/2011 3.1 1217 1087 6774 2 3000003 365316 1211/2011 3.4 1183 1173 6775 2 3000003 365316 12/1/2011 3.1 1134 1073 6776 2 3000003 1 365316 12/1/2011 3.3 1128 1 1143 6777 2 3000003 365316 12/1/2011 3.2 1251 1074 6778 2 3000003 365316 12/1/2011 3.3 1167 1122 6779 2 3000003 365316 12/1/2011 3.3 1235 1136 6780 1 2 3000003 365316 1 12/1/2011 1 3.2 1226 1114 Revision Date: June 2014 Page 6 of 7 i I The installation of Insitufozm will generally improve the flow Hydraulic capacity of the pipe due to smooth transitions at offsets and protrusions, no Joints between manholes, and a smooth irate- Considerations-- rior surface, The traditional Manning equation can be used to Gravity Flow determine specific velocities and flowrates as follows: Q = VA = 1.486 A Rail S11a (12) I n I where, Q - flowrate, cfs i V = velocity, fps A = flow area, ft, n = Manning coefficient of roughness (see Table 6) R = hydraulic radius, ft = A/P P = wetted perimeter of flow, ft S = slope of energy grade line, ft/ft For circular pipes flowing full, the formula may be simplified to: ' Q = 0.463 Daia Siia (12a) n where, D = pipe internal diameter, ft. The Manning coefficient, 'n', of in-service Insitupipe was evaluated through a testing and analysis program conducted by Sverdrup Corporation and Southeast Environmental Services, Inc.,in the St.Louis,Missouri metropolitan:area(contact an Insituform representative to obtain a brochure detailing this test program).Flow monitoring was conducted on numerous uncleaned,in-service,sanitary sewer Insitupipe sections to test actual in-place conditions.The test results indicated that the Manning coefficient, 'n', of in-service Insitupipe was 331/6 better E than that of in-service pipes of traditional clay and concrete ! materials.An average in-service Manning coefficient, 'n',of 0.010 ! was measured for typical Insituform applications. However, it was found that the Manning'n'of the Insitupipe was highly vari- able and dependent upon the condition of the underlying pipe, I i i Calculate the expected increase in flow capacity for a 12 inch Design diameter, vitrified clay, gravity pipe in fair condition recon- Example 4 strutted with a 0.26 inch thick Insitupipe. 1. Select pipe roughness coefficients (from Table 6) nnlay = 0.014 ninaitu = 0.010 f 2. Pipe inside diameters Dciay - 12" Dinsitu 12" - 2(0.2611) = 11.6" 3. Calculate increase in flow capacity (Equation 13) j %Existing Flow Capacity=0.014 112.0 3 x 100 = 125% 1 Therefore, the calculations indicate that the installation of Insituform increases the full flow capacity of the existing pipe by 26%, 4 I Insituform in pressure flow applications enhances the existing Pressure pipe characteristics in the same manner as stated in the gravity Flow flow section. The reconstructed pipe without Joints, smoother protrusions and offsets,and a greater Hazen-Williams coefficient promotes a more laminar flow. The Hazen-Williams equation can be used to compute the specific flowrate of each pipe as follows: Q 1.318 C R1,11 Sala A (14) Where, Q = flowrate, cfs C = Hazen-Williams coefficient (see Table 8) R = hydraulic radius, ft - AIP A = flow area, ft 3 P = wetted perimeter of flow, ft S = slope of energy grade line,fVft The Insitupipe Hazen-Williams coefficient, 'C', was evaluated through a research project conducted at Christian Brothers University in Memphis, Tennessee. The study resulted in a'C' value of 147. To be conservative, a 'C' of 140 was adopted for a typical Insitupipe design value, i 34 i i Manufactured Technologies Corporation 17988 Edison Avenue■5t.Louis,MO 63005 TC (636)530-3330•manufacturecitechnologies.com Manufactured Technologies Corporation ---------- --- April 25,2018 RE: CERTIFICATE OF COMPLIANCE FOR MTLIBEO—VINYL ESTER RESIN To Whom It May Concern, i This letter certifies that Manufactured Technologies Corporation, an AEGION company, Is in Its 13th year of operation as a material supplier for the cured-in-place pipe(CIPP) industry,Since our Inception,we have supplied more than 15 million linear feet of coated felt tube to approved Installers across North America and beyond. All of our felt tubes are manufactured and wet out(resin Impregnated)by Insituform Technologies, LLC in an ISO 9001:2015 certified factory In accordance with specifications of MTC and will comply with the guidelines of ASTM F1216 and ASTM F1743. i To comply with material specifications, our liners are Impregnated with vinyl ester resin, which is produced by Industry leading suppliers, including but not limited to: AOC and Interplastic Corporation. Our resin systems and liners have a successful history in lab conditions and actual field installations of meeting the chemical resistance standards of ASTM F1216 and ASTM F1743,as well as the requirement under ASTM.D5813.to prevent infiltration and exflltration. The following physical properties are recommended for CIPP design when using a vinyl ester resin system: Flexural Modulus of Elasticity.........................................................................250,000-300,000 psi Flexural Strength..............................................................................................4,500 psi *Tensile Strength.............................................................................................3,000 psi Flexural Modulus Reduction to Account for Long-Term Effects................50% 3 *As stated In ASTM F1216,tensile strength is not a parameter that is used In standard gravity flow design. j The above values were derived from samples tested in accordance with modified ASTM D790 and ASTM D638,and are California Greenbook Certified. If you should have any additional questions, please do not hesitate to contact me at your convenience. I am available at(636)530-3355 or mwetzeig-Daegion.com. Best regards, Mark Wetzel Senior Director,MTC j DISCLAIMER OF WARRANTY: AS INSTALLATION CONDITIONS(INCLUDING, AMONG OTHERS, PIPE TYPE&CONDITION,GROUNDWATER DEPTH&TEMPERATURE, DEPTH OF COVER&SOIL TYPE,LIVE LOADS,SITE ACCESS AND WEATHER)AND INSTALLER EXPERIENCE,TECHNIQUES AND TYPE OF EQUIPMENT VARY GREATLY,MTC EXCLUDES ANY WARRANTY OF ANY KIND, EXPRESS OR IMPLIED,WITH RESPECT TO THE GOODS SOLD HEREUNDER AS TO MERCHANTABILITY,FITNESS FOR PARTICULAR USE OR ANY OTHER MATTER WITH RESPECT TO THE GOODS WHETHER USED ALONE OR IN COMBINATION WITH OTHER PRODUCTS. MTC HAS NOT PROVIDED ANY DESIGN SPECIFICATIONS OR COMPUTATIONS,AND ACCORDINGLY,MTC DOES NOT WARRANTTHE DESIGN. i i i ® December 10, 2007 Page 2 of 15 Nficrobac Test Report: 0705-00039 Revised Report Date of Revision:January 3, 2008 The testing consisted of chemical exposure of specimens per Section 211-2 using the nine(9)solutions within Table 211-2(A) (see duplicate of table below). i Chemical Solution Concentration Sulfuric acid 20% Sodium Hydroxide 5% Ammonium Hydroxide 5% Nitric acid 1% Ferric Chloride 1% Sodium Hypochlorlte 1% Soap 0.1% Detergent(LAS) 0.1% Bacteriological BOD not less than 700 ppm The solutions were purchased commercially or mixed from stock using technical grade reagents or better.The preparation of all reagents was in accordance with Note 1 of Greenbook Table 211-2(A)based on first adjusting reagent stock to 100% concentration(Le. 93% H2SO4 to 100%,then mix to 20%strength).All test solutions were either tested for concentration and adjusted to the requirement at 14 day intervals,or simply replaced at 14 day intervals. The specimens were then exposed to the chemical.solutions in Table 1 for 112.Days total exposure period: Change in weight of the samples were evaluated on the 1"X 3"specimens per ASTM ` D543-95(2001)at 28 day intervals using four(4)test specimens per chemical solution per time Interval. Change in hardness of both Neat Resin and Composite samples were evaluated on the same 1"X 3"specimens per ASTM D2240-03 at 28 day Intervals using four(4)test ; specimens per chemical solution per time interval. I I Change in tensile strength and elongation of the Composite sample was evaluated per ASTM D638-03 after 112 day exposure performed on 50 tensile samples(5 baseline and 5 in each solution).Tensile properties change was computed per D543 using values obtained from Identical (non-immersed)specimens.Tensile stresses were computed using initial (prior to Immersion)dimensions In accordance with D543. RESULTS., Detailed weight change and hardness change results(before and after exposure)are presented in Tables 1 through 9.Table 10 displays the test results of the tensile specimens. DATA REVIEWED AND REPORT WRITTEN BY: REPORT REVIEWED BY: Digitally signed by Steve Ferry Steve Ferry Re an=Steve Ferry,c=US 'Reason:I am the author of this document I Data:2008.03.14 12:45:42-06'00' Douglas Bert Steve Ferry Scientist III Director, Hauser Laboratories This report applies only to the sample(s)tested or analyzed, This report may be copied only In Its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www.hauserlabs.com j 4750 Nautilus Court South,Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.mlcrobac.com i i December 10,2007 Page 4 of 15 Test Report: 0705-00039 Revised Report Date of Revision:January 3,2008 TABLE 2 Sample AOC 301 VE ! Solution Sodium hydroxide 5% Specimen Initial Final Change In Initial Final Change in Interval Number Weight Weight Wel ht Hardness Hardness Hardness 28 Days 9 9 9 Shore D Shore D Shore D 1 14.7032 14.7174 0,0142 86 89 3 2 14.1854 14.1994 0.0140 88 88 0 3 14,1945 14.2080 0.0135 86 87 1 4 14,1873 14.2003 0.0130 88 89 1 Average 0.0137 1 Average Weight Change % 0.10 56 Days 1 14,5538 14.5758 0,0220 87 87 0 2 14.6321 14.6666 0.0235 89 89 0 3 14.1370 14.1586 0.0216 88 88 0 4 14.3126 14,3340- 0.0214 88 ,88 - 0 Average 0,0221 0 Average Weight Change % 0.15 84 Days 1 14.9522 14,9727 0,0205 89 89 0 2 13,8624 13.8819 0.0195 88 89 1 3 14,5743 14.6954 0.0211 88 90 2 4 14,0665 14.0761 0.0196 89 88 -1 Average 0.0202 1 Average Weight Change 0.14 112 Days 1 14.5908 14.6210 0.0302 87 89 2 2 14.6432 14.6734 0.0302 87 89 2 I 3 14.8354 14.8652 0.0298 89 90 1 4 14.6505 14.6791 0,0286 89 90 1 Average 0.0297 2 Average Weight Change °k 0,20 i This report applies only to the sample(s) tested or analyzed. This report may be copied only in Its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www.hausedabs.com 4750 Nautilus Court South,Unit A,Boulder,CO 80301 Ph; 720 406 4800 Fax; 303 5810195 www.microbac.com ! ® December 10, 2007 Page 6 of 15 Microbac Test Report: 0705-00039 Revised Report Date of Revision:January 3, 2008 TABLE 4 Sample FAO 301 VE Solution Nitric acid 1% Specimen Initial Final Change In Initial Final Change in Interval Number Wel ht Wel ht Wei ht Hardness Hardness Hardness 28 Days 9 9 9 Shore D Shore D Shore D 1 14,3266 14.3290 0.0034 90 89 -1 2 14.6206 14.6326 0.0121 88 89 1 3 14.6455 14.5587 0.0132 89 89 0 4 14,2692 14.2724 0.0132 87 88 1 Average 0.0105 0 Average Weight Change % 0.07 56 Days 1 16.0491 16.0720 0.0229 89 90 1 ! 2 14.4412 14,4623 0.0211 89 89 0 i 3 14.1735 14,1938 0,0203 89 89 0 4 14.1020 14.1218 0.0198 87 89 2 Average 0.0210 1 Average Weight Change % 0.15 84 Days 1 14.2977 14,3167 0.0190 88 88 0 2 15,0379 15.0684 0.0205 89 89 0 3 14.7516 14.7720 0.0204 88 89 1 4 14.0286 14,0473 0.0187 87 88 1 Average 0.0196 1 Average Weight Change 0.14 112 Days 1 15.0882 15.1181 0,0299 88 89 1 2 14,3511 14.3794 0,0283 88 90 2 3 14.2989 14.3254 0.0265 89 86 -3 4 13,9159 119421 0,0262 89 90 1 Average 0,0277 0 Average Weight Change % 0.19 j This report applies only to the samples) tested or analyzed. This report may be copied only in Its entirety,unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc, i Microbac Laboratories,Inc.,Hauser Laboratories Division www.hausedabs.com 4750 Nautilus Court South,Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax:303 5810195 www.microbac,com i I 0.32 VE-301 P73 0.3a 0.28 0.26 0.24 0.20- � 0.1 S i .n w 0.16- !4 +Q I � ,0.14- , 1 I 0.12 !� 0.10- 0.06- !I 0.06 0.04 1 i 0.02- 3500 3000 2500 2000 1500 1000 Wavenumbers(cm-1) A WORLD OF FIBRES LIED FELTS Applied Felts Inc. 450 College Drive, Martinsville, Virginia 24112 Telephone (276) 656-1904 Fox (276) 656-1909 office@appliedfelfs.com I October 31,2017 To Whom It May Concern: This letter certifies that Applied Felts manufactured tubes meet the material requirements of ASTM F1216-16(paragraph 5.1)and ASTM F 1743-08(section 6)as well as meet the minimum strength requirements of ASTM-DS813-04(paragraph 6,1). All our materials and finished products are tested to ensure suitability to the application. Each liner is typically tested in 28 different ways and traceable test data is available for any particular liner. Applied Felts has provided polymer coated felt tubes for use in Cured In Place Pipe (CIPP)lining for more than fifteen years,and supplied materials for the CIPP industry for more than twenty years. Over 90 million feet of our liner has been successfully installed in North America. Our liners are assembled in Martinsville,VA,using only components made in the USA. Applied Felts is a registered ISO 9001:2008 company. Sincerely, 0 W. Mark Sanders General Manager i i 1 1 1 Manufactured Technologies Corporation �� J1 17988 Edison Avenue-St.Louis,MO 63005 (636)530-3330•man ufacturedtechnologies.com Manufactures!Technologies Corporation I April 9,2019 j i RE: NLI-LINE TECHNOLOGIES—CERTIFIED INSTALLER i To Whom It May Concern, I I am writing this letter to confirm that Manufactured Technologies Corporation,an Aegion company, has evaluated the cured-In-place-pipe installation qualifications of Nu-Line Technologies and find their i experience to be well within our requirements to successfully install our products. If you should have any additional questions, please do not hesitate to contact me at your convenience. I am available at(813)944-7068 or Lancaster@aegion.com. I Regards, i Ian A.Lancaster I Senior Vice President of Sales Aegion Corporation 17988 Edison Avenue I Chesterfield, MO 63005 Direct:813.627.0007 x670104 I Cell:813.944.7068 I Fax:813.381.5356 I www.Aegion.com i I I I I i i NU LINE Ted=kge%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Contract .. Project DescriptionOwner ContactDate Amount 2014 Wine Ave Flood Control Flatiron/City of El Cajon Clean/CCTV&CIPP lining of 159 LF of 18-inch&24- 1770 La Costa Meadows Drive Start Inch Storm Drain Flow Diversion. San Marcos Ca 92708 $33 030.00 5 15 14 j Ruben Claudio(760)916-9100 Completion 5/28/2014 2014 Pipeline Rehabilitation Phase W-1 City of San Diego CIPP lining of 21,754 LF of 8-inch diameter sanitary 525 B Street,Ste.750 Start sewer.Point Repairs, Manhole Rehabilitation,425 San Diego,CA 92101 $2,465,095,10 6/16/2014 Top Hats(SLC's)and 425 Lateral Launch Video,425 Maryam Liaghat(619)533-5192 Completion 3/19/2015 4-inch CIPP Lateral Installation. 2014 Sewer Rehabilitation Prolect No.9 Los Angeles Dept.of Public CIPP lining of 9,166 LF of 8"&10"diameter sanitary Works 9/Start sewer.Clean&CCTV, Bypass Pumping 900 South Fremont Ave $232,000.00 2/2014 Completion Alhambra,CA 90014 10/31/2014 Attn:Jose Pou(626)458-2191 2014 Pipeline Rehabilitation Phase X-1 City of San Diego CIPP lining of 4,092 LF of 6",8", 10"&15"diameter 9485 Aero Drive Start sanitary sewer. Point Repairs, Manhole San Diego,CA 92101 $513,000.00 11/21/2014 Rehabilitation,44 Service Lateral Connections and Jericho Gallardo(619)533-7523 Completion 3/16/2015 44 Lateral Launch Video,44 CIPP Lateral Installation. 2014 Sewer Pipeline and Storm Drain Repairs City of Solana Beach CIPP lining of 3,367 LF of 6",8" &18"diameter 9485 Aero Drive Star sanitary sewer&Storm Drain. Point Repairs, Solana Beach,CA 92075 $455,414,50 9/22/2014 Manhole Rehabilitation, Taryn Kjolsing(858)720-2470 Comaletion 11/26/2014 2014 Sewer&Water Group 833 City of San Diego CIPP lining of 3,876 LF of 6",8"and 10"Sanitary 525 B Street,MS 9O8A Start Sewer Main Replacement. Point Repairs,Manhole San Diego,CA 92101 $ 513,000,00 12/1/2014 Rehabilitation,Service Lateral Connections, Bypass Bijan Shakiba,(619)533-5191 Completion Pumping. 1/26/2015 2013 Sewer&Water Group 720 City of San Diego CIPP lining of 621 LF of 6-inch,Sanitary Sewer Main 525 B Street, MS 9O8A Start Replacement. Point Repairs,Manhole Rehabilitation, San Diego,CA 92101 $21,735.00 11/8/2014 n e ompltio Service Lateral Connections, Bypass Pumping Bijan Shakiba(619)533-5191 Completion 014 2013 Sewer&Water Group 758 City of San Diego CIPP lining of 2,612 LF of 8-inch and 10,135 LF 1200 Third Avenue.,Ste. 200 Start sanitary sewer replacement.Point Repairs, Manhole San Diego,CA 92101 $ 81,518.80 5/29/2014 Rehabilitation,30(SLC Completion's),CIPP Lateral Installation, Luis Schaar, R.E.(619)533-4641 12/16/2014 Bypass Pumping. ttn'��k�k€� Nu-Line Technol431esf LLCs, a . NU LINE 102 Second Street Suife B hUpdated 3/31/2020 Encinitas CA92024 ��z�"1 P www.nullnetech.net . NU LINE Technoklee.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR 2015 Sewer&Water Group 815 City of San Diego CIPP lining of 545 LF of 8-inch sanitary sewer. Point 525 B Street,MS 908A Repairs,Manhole Rehabilitation,5(SLC's), Bypass San Diego,CA 92101 $29,975.00 Completion Pumping. Bijan Shakiba(619)533-5191 2/17/2015 i City of San Diego Skylark Canyon Rehabilitation Weir Construction Corporation CIPP lining of 1,417 LF of 8-Inch sanitary sewer. 2255 Barham Drive Start Bypass Pumping. Escondido,Ca 92029 $95,215.00 12/24/2014 Completion Brian Weir(760)743-6776 1/9/2015 Back Bay Drive Storm Drain Rehabilitation City of Newport Beach CIPP/SPR lining of 1,892 LF of 12-inch to 42-Inch 100 Civic Center Drive Start storm Drain.Bypass Pumping/Dewatering. Newport Beach,CA 92660 $297,208.80 1/19/2015 Peter Tauscher(949)644-3309 Completion 4/8/2015 Sewer Capital Improvements Protect-Lemon Grove City of Lemon Grove CIPP Lining of 3,480 LF of 6-Inch and 8-Inch sanitary 3232 Main Street Start E 9/28/2015 Sewer,manhole installations,cleanout Installations, Lemon Grove,Ca 91945 $189,946.00 Completion bypass pumping. Scott Adamson (858)413-2400 10/15/2015 Bataauitos Force Main(81/62)Force Main Leucadia Wastewater District City of Leucadla 1960 La Costa Ave start Rehabilitation of 383 LF of 21-Inch sanitary sewer Carlsbad Ca,92009 5/5/2015 Force Main,Carlsbad Blvd from Proto Drive Robin Morshita(760)753-0155 $76,500.00 Completion 3/6/2015 i Annual Sewer Rehabilitation Pro.-ram CIP.15701 City of San Juan Capistrano CIPP Lining of 7,702 LF of 6-Inch,8-Inch,21-inch and 32400 Paseo Adelanto start $ 1,385,061.00 8/17/2015 36-Inch sanitary Sewer and storm drain, manhole San Juan Capistrano CA,92675 Completion r Installations,cleanout installations, bypass pumping. Mike Marquis(949)443-6326 12/28/2015 8 i Pipeline Rehab F-2(Laterals) City of San Diego start Clean&CCTV of 93,955 LF of sanitary sewer. 525 B Street,MS 908A $101,471.00 2/15/2015 San Diego,CA 92101 Completion Ryan Reed(619)533-5191 8/25/2015 E Sewer and AC Water Group 752 Public Utilities Department CIPP Lining of 5,182 LF of 8-Inch sanitary Sewer and 9150 Topaz Way,MOC 1 Start bypass pumping.Clean&CCTV,Top Hats San Diego,CA 92123 7/9/2015 Ed M.Cartas(585)614-4564 $281,411.00 Completion 7/17/2015 Nu-Line Technologies,t l�C' � e/ ' �NU�LINE 102 Second Street 5Uit �4'tUpdated . ' t ✓ T .aC Enclnitas,CA 92024 ` }, a f., www.nulinete.ch net, ' ' ' NU LINE Tachnologlam LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer and AC Water Group 1004 City of San Diego CIPP Lining of 948 LF of 8-Inch sanitary Sewer and 9485 Aero Drive, bypass pumping.Clean&CCTV, 14 Top Hats San Diego,CA 92123 $70,159.00 Completion 9/15/2015 Armin Asadyari(858)997-7989 South Oceanside Waterline Replacement City of Oceanside Clean&CCTV, Post Video of 5,887 LF 8-Inch New 300 North Coast Highway, Installation, Manhole Rehabilitation Oceanside,CA 92054 Completion $90,092.75 2015 Greg Keppler(760)435-5913 Gravity Pipeline Rehabilitation Leucadia Wastewater District Clean&CCTV, Post Video of 1,887 LF 6-Inch,8-Inch 1960 La Costa Avenue, start and 12-Inch sanitarysewer.Sectional Lining Carlsbad CA 92009 7/9/2015 g $ 137,987.00 Completion Robin Morishita(760)753-0155 9/16/2015 4 Pipeline Rehab Z-1 City of San Diego Clean&CCTV, Post Video of 13,500 LF 8-Inch 9485 Aero Drive, Start j sanitary sewer,SPR/CIPP Lining of 13,500 LF of 8- San Diego,CA 92123 $507,079.50 10/6/2015 l+ Inch sanitary sewer and installation of 300 Top Hats Dave Engel(619)549-5451 Completion 12/11/2015 Los Angeles County Dept of Public Work—Project LACDPW #11 900 South Fremont Avenue Start SPR/CIPP Lining of 13,842 LF of 8-Inch sanitary Alhambra,California 91803 $435,233.50 1/18/2016 Sewer and bypass pumping. Tim Bazinet(626)458-4951 Completion 2/29/2016 Industry Rd Sewer 9 Ha-Nana Rd. Just Construction CIPP Lining of 748 LF of 24-Inch sanitary Sewer and 3103 Market Street bypass pumping. San Diego, CA 92102 $ 136,127.00Awaiting (619)702-4002 NTP CULVERT REPAIR AND REPLACEMENT FISCAL YEAR Tri-Group Construction 2014-15 9580 Black Mountain Rd Ste. L star CIPP/SPR Lining of 499LF of 18-Inch to 42-Inch storm San Diego,CA 92126 $ 159,239.00 10/5/2015 Completion drain culvert. Hani Assi(858)583-1846 Completion 15 Huntington Beach FY 20.1415 Sewer Lining Project City of Huntington Beach Start CIPP Lining of 11,189 LF of 8-Inch sanitary Sewer and 2000 Main Street, 15i Floor 3/1/2016 bypass pumping. Huntington Beach,CA 92648 $ 250,000.00 Completion Jose Fuentes(714)536-5431 4/14/2016 Nu-Llne Technologies',I-L �k s x++r - NU LINE 102 Second StreetSu�ite 61Updated Encinitas,CA 92Q24; r " � s fE www.nulinetech het NU LINE TrshnofoVea LLC Nu-Line Technologies, LLC Project References - CTPP/SPR City of Encinitas Encinitas 2014-2015 Annual Storm Drain 505 S.Vulcan Start Rehabilitation Encinitas,CA 92024 $558,399.00 10 5 CIPP Lining of 2,322LF of 12-Inch to 36-Inch storm Kipp Heffner(760)633-2775 Comppletileb on drain culvert. 3/30/2016 Sewer and AC Water Group 840 City of San Diego Final main video of 2,098 LF,8-Inch sewer 9485 Aero Drive, San Diego,CA 92123 $3,147.00 Completion 9/21/2015 Avram Yu(858)573-5084 Sewer Group 798 City of San Diego Clean&Video,SPR/CTPP Lining of 11,894LF of 8-Inch 9485 Aero Drive, Start sanitary sewer, 164 Service Lateral Connections San Diego,CA 92123 $410,114.30 12/15/2015 Avram Yu(858)573-5084 Completion 2/10/2016 2015 Sewer Repair Project-Rossmoor/Los Vasilj Inc. Alamitos 15531 Arrow Hwy, Start Clean &Video,CIPP Lining 2,545 LF of 8-Inch,Point Irwindale,CA 91706 $ 123,124.00 3/3/2016 repairs,Top Hats John Gavigan(626)480-1442 Completion 4/1/2016 2015 GRAVITY SEWER REHABILITATION Leucadia Wastewater Division Clean&Video,CIPP Lining 2,237 LF of 6-Inch,8-Inch 1960 La Costa Avenue, Star and 12-Inch sanitary sewer, 29 Service Lateral Carlsbad,CA 92009 $ 161,524.50 8/26/2015 Connections, Bypass Pumping Robin Morishita(760)753-0155 Completion 12/23/2015 i CIPP Lining of 15"&18"CIVIP Storm Drain City of Buena Park Clean&Video,CIPP Lining 360 LF of 15-Inch and 18- 6650 Beach Blvd, start Inch storm drains. Buena Park,Ca 90622 $51,991.00 3/3/2016 nt ompleio Francisco Gutierrez (714)562- Completion 3687 3/4/2016 Storm Drain Lining of 21"to 54" City of Chula Vista Clean &Video,CIPP Lining 2,415 LF of 18-Inch, 21- 1800 Maxwell Road, Star Inch,24-Inch,30-Inch and 36-Inch storm drains, 1/4/2016 Chula Vista,CA 91911 $433,391.00 Sectional Repairs, Invert Grouting of storm drains Kalanl Camacho(619)921-2922 Completion prior to rehabilitation. 4/21/2016 Storm Drain Lining 2014-15;Project No.52716 City of Fullerton PWD Engineering Clean &Video,CIPP Lining 2,420 LF of 8-Inch, 10- 303 West Commonwealth Avenue, Star Inch sanitary sewer,l2-Inch and 18-Inch storm Fullerton,CA 92832 $ 117,973.00 2/22/2016 drains,Sectional Repairs,Invert Grouting of storm Vince Oseguera (714)738-6845 Completion drains prior to rehabilitation. 4/25/2016 Nu-Line Technologies,LLC r,;$ Fi • NU LINE 102 Second Street Suite,'BUpdated 3/31/2020 '°`""L` Encinitas,CA 92024 + www.nulinetechmOt NU LINE Tedwxkgles.LLC Nu-Line Technologies, LLC Project References - CTPP/SPR The Oaks-CIPP Lining of 36-Inch Storm Drain Davidson Communities Clean&CCTV 100 LF of 36-Inch storm Drain, 1302 Camino Del Mar, Start Easement access installation of 100 LF of 36-Inch Del Mar,CA 92014 $32,000.00 4/29/2016 Completion storm Drain,Post Video Tim O'Grady(858)259-8500 4/29/2016 Eastern Municipal Water District 12-Inch Sanitary Eastern Municipal Water District Sewer 2270 Trumbie Road, Start Clean&CCTV, Rehabilitate 413 LF of 12-Inch Perris,CA 92572-8300 2/26/2016 $22,715.00 Completion Sanitary Sewer, Reinstate 5 Lateral Connections, Mark Chamberlin(951)928-3777 2/26/2016 Bypass Pumping City of Los Angeles—Sewers 5 Program Mathew&Stewart Co Inc. Clean&CCTV,Rehabilitate 7,147 LF of 8-Inch, 10- 2841 Gardena Ave, Start Inch, 16-Inch Sanitary Sewer, Reinstate 160 Lateral Signal Hill,CA 90755 $304,603.00 6/17/2015 Connections, Bypass Pumping, Post Video Bruce Flowers(562)595-5471 Completion on Cali ' Rancho Palos Verdes Storm Drain Grfco Inc Clean&CCTV 134 LF of 18-Inch storm Drain, Po Box 1747 Start Easement access installation of 134 LF of 18-Inch Brea,CA 92822 $21,942.50 Completion storm Drain, Post Video Jim Jackson(714)412-4712 12/30/2015 City of San Diego Group 703A Weir Construction Corporation Clean&CCTV 627 LF of 8-Inch sanitary sewer, 2255 Barham Drive, Start Easement access installation of 627 LF of 8-Inch Escondido,Ca 92029 $30,347.50 3/8/2016 nt ompleio sanitary sewer, Post Video Allan Weir(760)743-6776 Completion 3/9/2016 La Costa Golf Course Leucadia Wastewater Division Clean&CCTV 360 LF of 10-Inch sanitary sewer, 1960 La Costa Avenue, Start 11/Start Easement access Installation of 360 LF of 10-Inch Carlsbad,CA 92009 $ 18,720.00 Completion 20/2015 sanitary sewer,Post Video Robin Morishita(760)753-0155 Completion 11/20/2015 Manning Canyon Sewer and Water Replacement Burtech Pipeline Inc. Clean&CCTV 15,508 LF of 8-inch sanitary sewer, 102 Second Street, Start Rehabilitate 2,582 LF of 8-Inch sanitary sewer Encinitas,CA 92024 $212,865.00 3/22/2016 w/SPR, 56 Sewer Lateral Connections, Post CCTV Buddy Aquino(760)634-2822 Completion Video of 15,508 LF, Bypass Pumping 2/28/17 SAN DIEGO PIPELINE AC-1 Burtech Pipeline Inc. Clean&CCTV,Post Video of 40,279 LF 8-Inch 102 Second Street, start sanitary sewer,889 Lateral Launch Video,SPR/CIPP Encinitas,CA 92024 $1,040,214.00 4/4/2016 Lining of 40,279 LF of 6",8"and 10-Inch sanitary Buddy Aquino(760)634-2822 Completion 10/18/2016 sewer and installation of 889 Top Hats fi Nu-Line Technologies;;l,1 Pr 4 x Y cu L. INE 102 Second Street i Encinitas,CA 92024 www.nulinetech.nctk, iX ±S { NU LINE TecivdAgl�,LLC i Nu-Line Technologies, LLC Project References - CTPP/SPR SPR Lining of 36-Inch Storm Drain SKANSKA, Inc. Clean&CCTV 140 LF of 36-Inch Storm Drain under 5196 Governor Drive, start /12/2016 805 Freeway Southbound Lane, Post Video San Diego, California 92122 $85,089.00 5 Keith Jackson(858)646-0921 Completion 5/14/2016 Sewer Rehabilitation Project No.13 Los Angeles Dept.of Public SPR/CTPP lining of 19,943 LF of 8-Inch diameter Works Start sanitary sewer, reinstate 459 House connections, 900 South Fremont Ave $476,649.00 4/7/2016 Clean&CCTV, Bypass Pumping Alhambra,CA 90014 Completion 11/8/2016 Joel Zaragoza(626)458-4973 Sewer&Water Group 834 Burtech Pipeline Inc. Clean&CCTV, Post Video of 8,996 LF 8-Inch sanitary 102 Second Street, Start sewer, Lateral Launch Video,SPR Lining of 975 LF of Encinitas,CA 92024 $ 109,284.50 3/21/2016 10",12"and 14-Inch sanitary sewer and installation Buddy Aquino(760)634-2822 Completion 3/21/2017 Top Hats LACDPW CRR.436 Los Angeles Dept.of Public CTPP lining of 598 LF of 18",36"and 60-Inch Works Start5/27/2016 diameter storm drain,Clean&CCTV,Spot Repairs, 900 South Fremont Ave $297,203.50 Completion i Frame and Cover Installations Alhambra,CA 90014 Comp 2016 letio Fred Kheradvar(626)458-4973 2016 SEWER MAIN CIPP REHABILITATION Yorba Linda Water District Clean&CCTV,Post Video of 3,700 LF 6",8"and 10- 1717 E. Miraloma Avenue, Start 4/14/2016 Inch sanitary sewer,Traffic Control, Bypass Placentia,CA 92870 $ 189,823.00 Completion Pumping. Alex Thomas(714)701-3115 7/28/2016 SSRP P08 Daly Street&Avenue 26 Vasilj Inc. i Clean&CCTV,Rehabilitate 5,405 LF of 8-Inch 15531 Arrow Hwy, 12/12/2016 Start Sanitary Sewer, Reinstate 163 Lateral Connections, Irwindale,CA 91706 $ 258,160.00 Completion Bypass Pumping,Post Video John Gavigan(626)480-1442 Completion 1/31/2018 i City of Los Angeles ESRP#SWC03077-Avondale Vasilj Inc. Clean&CCTV,Rehabilitate 292 LF of 8-Inch Sanitary 15531 Arrow Hwy, Start 6/2/16 Sewer,Reinstate Lateral Connections, Bypass Irwindale,CA 91706 $ 14,600.00 Completion Pumping, Post Video John Gavigan(626)480-1442 6/2/2016 I City of Los Angeles ESRP#SW02905-Avondale Williams Pipeline Contractors, Clean&CCTV,Rehabilitate 134 LF of 8-Inch Sanitary PO Box 1120 start Sewer, Reinstate Lateral Connections, Bypass Somis,CA 93066 $8,710.00 5/17/2016 Pumping,Post Video John Williams(805)207-0148 Completion 5/17/2016 Nu-Line Technologies LIC Project References—CIPP/SPR NU LINE 102SecondStreetSuiMeS ;�'� _ Updated Encinitas,CA 92024 � www.nulinetech net : ",{ NU LINE Tecnndogle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR SANITARY SEWER MASTER PLAN PHASE 1 City of South El Monte Clean&CCTV, Post Video of 2,230 LF 8", 10"&12-Inch 1415 Santa Anita Avenue, Start 16 sanitary sewer,Traffic Control, Bypass Pumping, Point South El Monte,CA 91733 $163,798.00 Completion n Repairs. Aldan Mousavi (626)652-3110 10/28/2016 2016 GRAVITY PIPELINE REHABILITATION PROJECT Leucadia Wastewater Division Clean&CCTV,CIPP Lining of 1,280 LF 8"&15-Inch 1960 La Costa Avenue, Start sanitary sewer,Traffic Control, Bypass Pumping, Point Carlsbad,CA 92009 $240,000.00 7/28/2016 Completion Repairs. Robin Morishita(760)753-0155 12/15/2016 Caltrans No.08-OJ8104 Dreambuilder Clean&CCTV,SPR&CIPP Lining of 1,160 LF of 18", 1324 E. Lawson Ln, tart i 24",30",36"and 42-Inch Storm Drain, Pipe Repairs, Placentia,CA 92870 $311,540.00 1/9/2017 Post Video Anu Singh(714)646-3697 Completion 3/3/2017 HillTop Area Sewer Lining Prole City of Redding Clean&CCTV,CIPP Lining of 12,956 LF 6",8", 10"&12- 777 Cypress Avenue, Start Inch sanitary sewer,Traffic Control Bypass Pumping, Redding,CA 96001 $519,330.00 7/5/2016 on Completiompleti Point Repairs, Darren Langfield(530)225-4469 g 6 Sewer&Water Group 701 City of San Diego Clean&CCTV,CIPP Lining of 1,280 LF 8"&15-Inch 1200 Third Avenue.,Ste.200 Start sanitary sewer,Traffic Control, Bypass Pumping, Point San Diego,CA 92101 $27,864.75 3/5/2018 Completion Repairs, Luis Schaar, R.E.(619)533-4641 5/7/2017 Tyrian St and Soledad Ave and AC Water Main PK Mechanical Systems,Inc. Clean&CCTV,CIPP Lining of 6-Inch sanitary sewer, 21335 Bundy Canyon Road Start E Traffic Control, Bypass Pumping, Point Repairs. Wildomar,CA 92595 $ 13,164.00 3/15/2017 David Spindler(951)245-5537 CompletionIII Comp i RFB 7402 San Diego San District County of San Diego Clean&CCTV,sectional Lining and Top Hat Installation, 5560 South Overland Avenue, Start 8"VCP sanitary sewer. Suite B,San Diego CA 92123 $5,850.00 7/11/2016 Jaclyn Smith,(858)505-6367 Completion 7/12/2016 City of LA ESR 69th&Vermont VasIIJ Inc. Clean&CCTV,CIPP Lining of 8-Inch sanitary sewer, 15531 Arrow Hwy, Start Traffic Control, Bypass Pumping, Point Repairs, Irwindale,CA 91706 5/18/2016 p $ 13,777.50 n letio f' John Gavigan (626)480-1442 Comp 2016 Completio Nu-Line Tech'nologie';;'LIl�+ ' ' n rProject References NU LINE 102 Second Street Suit B' 4 !ar'° Updated T•t*W00%L1C P ; h Encinitas,CA 92024 "?�� � , www.nulinetech net. NU LINE TachMeglas u.c Nu-Line Technologies, LLC Project References - CIPP/SPR Fresno E.Home Avenue Sewer Rehab City of Fresno Clean&CCTV, Fresno Street,Room 2156,CIPP Lining of 8-Inch sanitary sewer, start Traffic Control, Bypass Pumping, Point Repairs. Fresno CA,93721 $75,255.00 3/15/2017 Mike Brown(559)621-1332 Completlon 6/5/2017 Pacific Beach Pipeline South TC Construction Video Inspecting 9,000 LF of Pipelines and Culverts for 10540 Prospect Avenue Start Acceptance. Santee,CA 92071 $41,207.00 4/3/2017 Completion Elan Schier(619)820-7811 T6D i 6-Inch CIPP Lining at U.C.L.A PipeTec Start Clean&CCTV,,CIPP Lining of 6-Inch sanitary sewer, PO Box 2337 6/17/rt Traffic Control, Bypass Pumping, Point Repairs. Irwindale,CA 91706 $ 14,425.00 016 Completion Mike Ashker(562)699-3496 6/17/2016 Mission Trails Collection-Santee 1 Burtech Pipeline Inc. Start Video Inspecting 1,001 LF of Pipelines and Culverts for 102 Second Street, 9/1/2016 Acceptance. Encinitas,CA 92024 $2,862.00 Completion Buddy Aquino(760)634-2822 Ll ' 11 29 2016 City of El Monte—Sewer Lining Prolect City of El Monte Start Clean&CCTV,CIPP Lining of 8-Inch and 15-Inch 11333 Valley Blvd { sanitary sewer,Traffic Control, Bypass Pumping, Point El Monte CA 91732 $163,098.00 9/27/2016 Repairs. Richard Ruyle(626)808-1909 Completion 11/23/2016 Ross Valley Sanitation Ranger Pipelines � Clean&CCTV,CIPP Lining of 22,202 LF of 6-Inch and 8- 1790 Yosemite Ave. 6/12/Start rt Inch sanitary sewer,Traffic Control, Bypass Pumping, San Francisco,CA 94124 $864,999.50 2017 Completion I Point Repairs. Tom Grover(415)822-3700 5/1/2018 Via De La Valle bridge in Del Mar,CA PAL General Engineering Clean&CCTV,CIPP Lining of 10-Inch Ductile Iron Pipe, 10675 Treena Street,Ste.103 Start /26/2016 Traffic Control San Diego,CA 92131 $ 24,235.50 10 Diana Hsu(858)860-5300 Completion10/26/2016 Pipeline Rehabilitation AM-1 Burtech Pipeline Inc. Start Clean&CCTV, Post Video of 41,127 LF 8-Inch sanitary 102 Second Street, 11/15/2016 sewer, 1,127 Lateral Launch Video,SPR/CIPP Lining of Encinitas,CA 92024 $ 1,755,384.50 Completion 41,127 LF of 8-Inch sanitary sewer and installation of Buddy Aquino(760)634-2822 Ll 1,127 Top Hats 9/23/2019 Nu-Line Technologies,IL01 G� 'r�. rr • ' f NU LINE 102 Second Street5uite�'' A • Encinitas,CA 92024 ti m � www.nullnetech net NU LINE Te&rd4e--LLC Nu-Line Technologies, LLC Project References - CTPP/SPR Fresno Sewer Rehabilitation in Congo and H- Emmitt's Excavation Inc Broadway Downtown Clean&CCTV,CIPP Lining of 6207 E.Clinton Ave Start 1,441 LF of 8-Inch and 10-Inch sanitary sewer,Traffic Fresno CA 93727 $114,434.50 April 2017 Control,Bypass Pumping,Point Repairs. David Walsh (559)347-9188 Completion 4/15/2018 Massachusetts Avenue Sewer Improvements-La S.C.Valley Engineering, Inc. Mesa 656 Front St. Start 12/12/2016 Clean&CCTV,CIPP Lining of 937 LF of 6-Inch,8-Inch El Cajon,CA 92020 $85,709.81 Completion and 15-Inch sanitary sewer,Traffic Control, Bypass Kevin Prescott(619)444-2366 Completion Pumping, Point Repairs. 2/3/2017 Sewer Capital Improvements—Lemon Grove S.C.Valley Engineering, Inc. Start Clean&CCTV,CIPP Lining of 112 LF of 6-Inch sanitary 656 Front St. 6/1/2015 sewer,Traffic Control, Bypass Pumping, Point Repairs. El Cajon,CA 92020 $ 10,080.00 Completion Kevin Prescott(619)444-2366 L1 10/31/2017 Val Sereno Storm Drain Rehabilitation&Extension City of Encinitas Clean&CCTV,CIPP Lining of 143LF of 24-Inch storm 505 S.Vulcan Avenue start drain,clearing and grubbing,Traffic Control,Concrete Encinitas,CA 92024 $49,000.00 10/27/2016 E Headwall, Invert Paving Repairs. Kipp Hefner(760)633-2775 Completion 11/7/2016 i i Small Diameter Sewer Rehabilitation-2017-1 AUI Incorporated I Clean&CCTV,CIPP Lining of 143LF of 24-Inch storm 7420 Reading Ave.SE Start drain,clearing and grubbing,Traffic Control,Concrete Albuquerque New Mexico 87105 $253,674.00 3/1/2017 Headwall, Invert Paving Repairs. Mike Rocco(505)242-4848 Completion 3/28/2017 Fresno Sewer Rehab&Replace In N Central Bill Nelson GEC, Inc. Downtown 2741 E, Malaga Avenue Start Clean&CCTV,CIPP Lining of 857 LF of 6-Inch sanitary Fresno,CA 93725 $83,942.59 4/5/2017 j I sewer,lateral reinstatement. Jeff Nelson(559)439-1756 completion 5/31/2017 Trenchless Repair Replacement&Rehab Los Alamos AUI Incorporated Clean&CCTV,SPR Lining of 1,450 LF of 8-Inch sanitary 7420 Reading Ave.SE Start 12/start 6 sewer,lateral reinstatement. Albuquerque New Mexico 87105 $106,515.00 Completion Mike Rocco(505)242-4848 12/16/2016 Rehabilitation of 2 Sewer Lift Stations 24th St&Oak GSE Construction Company, Inc. St 6950 Preston Avenue Start 17 Clean&CCTV,CIPP Lining of 486 LF of 15-Inch sanitary Livermore,CA 94551 $53,415.00 Completion sewer, lateral reinstatement. Alexia Leon(925)447-0292 10/17/2017 Project References—CIPP/SPR r ea y� Nu-Line Technologies;:LLC, K�` �rre Tea NU LINE 102 Second Streefi Suite iB< * Updated 3/31/2020 Encinitas,CA 92024' www.nulinetech.riet NU LINE Teckwlogle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Yorba Linda Water District 81n DIP Murrieta Development Inc. Clean&CCTV,CIPP Lining of 208 LF of 8-Inch Ductile 42540 Rio Nedo Rd. Start Iron sanitary sewer,lateral reinstatement. Temecula,CA 92590 $ 12,376.00 11/16/2016 Bill Estrada (909)721-0362 Completion 11/16/2016 City of Bell-Sewer Modernization Proiect Tunnelworks Services Inc. Clean&CCTV,CIPP Lining of 4,839LF of 8-Inch sanitary 13502-H Whittier Blvd.Ste. 165 Start sewer,lateral reinstatement. Whittier,CA 90605 $142,862.75 Comp 2017 Completion William Duarte(562)553-2734 4/10/2017 1-25 South 18-Inch Sanitary Sewer AUI Incorporated Clean&CCTV,SPR Lining of 550 LF of 18-Inch sanitary 7420 Reading Ave.SE 12/15/2016 Start sewer, lateral reinstatement. Albuquerque New Mexico 87105 $168,440.00 Completion Mike Rocco(505)242-4848 Completion 3/31/2017 Pipeline Rehabilitation AG-1 Burtech Pipeline Inc. Clean&CCTV,SPR/CIPP Lining of 35,992 LF of 8-Inch 102 Second Street, Start 4/3/2017 sanitary sewer and installation of 797 Top Hats Encinitas,CA 92024 $ 1,414,852.50 Completion Buddy Aquino(760)634-2822 1R1 4/15/19 Bonlllo Drive Storm Drain Burtech Pipeline Inc. Cleaning and Video Inspection of 24"Storm Drain 102 Second Street, start Encinitas,CA 92024 2/7/2017 $2,169.11 Completion Buddy Aquino(760)634-2822 2/7/2017 Lemon Drive 8-Inch Lininx Yorba Linda Water District Clean&CCTV,CIPP Lining of 10 LF of 10-Inch sanitary 1717 E.Miraloma Avenue, Star i sewer. Placentia,CA 92870 $7,385.00 3/10/2017 Diane Dalton(714)701-3115 Completion 3/10/2017 Sunset Lane Easement 8-Inch Llnine Yorba Linda Water District Clean&CCTV,CIPP Lining of 345 LF of 8-Inch sanitary 1717 E. Miraloma Avenue, Start sewer. Placentia,CA 92870 $ 17,424.75 2/27/2017 Diane Dalton(714)701-3115 Completion2/27/2017 Sierra Madre Rehab Prole ct City of Sierra Madre Clean&CCTV,CIPP Lining of 2,785LF of 8-Inch sanitary 232 W.Sierra Madre Blvd start 4/6/2017 sewer. Sierra Madre,CA $ 150,752.50 Chris Cimino(626)335-6615 Completion 6/23/2017 CIPPISPR Project References E r a M 3/31/2020 Nu-Line Technologies NU ENE 102 Second Street 8ulle'11"' ' ;„ Updated" muc 14 Encinitas,CA www.nulinetech net " NU LINE Techndoglem LLC Nu-Line Technologies, LLC Project References - CYPP/SPR City of Pasadena-La Loma Ramona Inc Clean&CCTV,CIPP Lining of 140LF of 8-Inch sanitary 302 N 1st Ave Ste 1 Start 3/9/2017 sewer, Bypass Pumping, Arcadia, CA 91006 $12,950.00 Michael Grbavac(626)355-1350 Completion 3/9/2017 North Lang Beach Sewer Improvement Prolect Clean City of Long Beach &CCTV,CIPP Lining of 4,229LF of 8-Inch, 10-Inch and 1800 East Wardlow Road, Start 12-inch sanitary sewer,Bypass Pumping,Traffic Long Beach, CA 90807 $529,504.315 10/2/2017 Completion Control,Top Hats, Point Repairs, Valeri Karaknov(562)570-2419 12/18/2017 2017 CMP Storm Drain Relining and Point Repair City of Pasadena Start Clean&CCTV,CIPP Lining of 912LF of 12-Inch,15-inch 100 N.Garfield Ave, 3/5/2018 and 18-inch&21-Inch storm drain, Point Repairs, Pasadena,CA 91109 $201,368.10 Completion Traffic Control, Diego Juarez(626)744-3921 LR1 6/21/2018 CalTrans 12-OQ0604 Huntington Beach CA Jabra Contracting Clean&CCTV,CIPP Lining of 1,100LF of 12-Inch, 18- 1813 Manzanita Lane, Start 2017 inch and 24-Inch storm drain, Point Repairs,Traffic Manhattan Beach,CA 90266 $113,650.00 Comp Control, Bob Collins(310)545-5015 Complletioetlo n 11/6/2017 La Mesa 24-Inch Storm Drain Wayne Pointer CCTV Inspection 24-Inch storm drain 4740 Alta Rica Drive Start La Mesa,CA 91941 $660.00 3/8/2016 (619)818-1116 Completion 3/8/2016 Water&Sewer Group 954 Burtech Pipeline Inc. Clean&CCTV 1,816LF,CIPP Lining of 1,316LF of 8-Inch 102 Second Street, Start ,CA 92024 $55,710.00 4 7 Encinitas sanitary sewer,Traffic Control, Completion Buddy Aquino (760)634-2822 11/3/2018 Imperial Beach—Sewer Pump Station 4&6 NEWest Construction Rehabilitation 9235 Trade PI.Suite A, Start Clean&CCTV 128LF,CIPP Liningof 128 LF of 8- San Diego,CA 92126 4/7/2017 g $ 14,164.00 Completion Inch sanitary sewer, Bypass Pumping,Traffic Corey Jennette (858)436-4880 C4o13/2017 Control, Goleta West Sanitary District Prolect#16-04 Goleta West Sanitary District Clean&CCTV 5,882 LF,SPR&CIPP Lining of PO Box 4 Start 5,882 LF of 6",8",10", 12" 15" & 18-Inch Goleta,CA 93116 7/27/2017 $566,502.00 n e ompltio sanitary sewer,Bypass Pumping,Traffic Control, Mark Nation (805)968-2617 Completion Manhole Rehabilitation at various locations. 017 Nu-Line Technologies; Project References—CIPP/SPR (�r;GNULINE 102 Second Street suite B s hit`' -.k�� ' .. , � � T •.uC Encinitas,CA 92024. www.nulinetech.net: NU LINE Tech kmlft,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR CalTrans No.07-3W1104 Place Pipeliner& Jabra Contracting Repair Culverts 1813 Manzanita Lane, Start 7/10/2017 Clean&CCTV,CIPP Lining of 1,400 LF of 18-Inch, Manhattan Beach,CA 90266 $236,767.50 24-inch and 39-Inch storm drain in various Bob Collins(310)545-5015 Completion locations of San Fernando CA 9/29/2017 i San Diego Sewer Group 818 Dick Miller Clean&CCTV 1331-F,CIPP Lining of 133LF of 6-Inch Jean Grace Start sanitary sewer,Top Hats, Bypass Pumping,Traffic (760)471-6842 ext 13 $18,569.75 6/18/2018 Completion Control, 10/6/2018 j San Diego-AC Water&Sewer Group 1017 Burtech Pipeline Inc. Start Clean&CCTV 350 LF,CIPP Lining of 350LF of 8- 102 Second Street, 10/20/2017 i Inch sanitary sewer,Top Hats, Bypass Pumping, Encinitas,CA 92024 $20,650.00 Completion f Traffic Control, Buddy Aquino (760)634-2822 Iffi i 4/30/2019 Lake Arrowhead Shelter Cove Agua-Fria Lake Arrowhead Community Clean&CCTV 3,170 LF,CIPP Lining of 3,170LF of Services District Start 8-Inch sanitary sewer,Top Hats, Bypass 27307 State Highway 189, 8/7/2017 Pumping,Traffic Control, Blue Jay,CA $325,329.00 Completion Richard Pretzinger(909)336- 10/31/2017 7139 San Diego-AC Water&Sewer Group 955 Burtech Pipeline Inc. Post Video Inspection 1,796LF various diameters 102 Second Street, Start Encinitas,CA 92024 $4,041.00 3/13/2018 Buddy Aquino(760)634-2822 Completion 10/20/2018 La Mesa 8-Inch Cast Iron Pipe PSOMAS Clean&CCTV 8"Cast Iron Pipe x 450ft 401 B Street,Suite San Diego, CA Start 92101 $4,000.00 6/1/2017 Sean Diaz(619) 961-2812 Completion 6/30/2017 i s Leucadia 18-Inch Ductile Iron Pipe CCL Contracting Inc j Rehabilitation 1938 Don Lee PI Start Clean&CCTV, Cured In Place Lining and end seal Escondido,CA 92029 7/23/Start 18"Ductile Iron Pipe Rod Chilcote(760)743-2254 $39,232.00 017 Completion 7/26/2017 i Nu-Line Technologies)L(.0 NU LINE 102 Second Street Suite•B Txhabec>LLC � - Encinitas,CA 92024 ... t www.nulinetech,ne ' �' NU LINE Techndogles.LLC Nu-Line Technologies, LLC Project References — CIPP/SPR Sewer Rehabilitation in N Abby and E City of Fresno Start Hammond 2600 Fresno Street, Room 2015, 3/16/2018 Clean&CCTV 1,714 LF,SPR Lining of 1,714 LF of Fresno,CA 93721 $702,673.50 Completion 20-Inch sanitary sewer,Top Hats, Bypass Jesus Gonzales(559)621-1332 5/24/2018 Pumping,Traffic Control, LACDPW-Prolect No.15 LACDPW Clean&CCTV22,132 LF,SPR&CIPP Lining of 900 South Fremont Ave Start 22,132 LF of 8", 10"and 12-Inch sanitary sewer, Alhambra,CA 90014 $664,667.00 10/3/2017 Bypass Pumping,Traffic Control, Point Repairs at Fred Kheradvar Completion various locations. (626)458-4973 Office 1/16/2018 Beale Air Force Base-Repair Sub Basins 1,2,•3, Allright Construction Inc 9 and MUNS 1485 S. Industrial Way Start Clean&CCTV 5,638 LF,CIPP Lining of 5,638 LF of Kerman,CA 93630 7/31/2018 6",8",10"and 12"and 21-inch sanitary sewer, Steve Martinez (559)284-3236 $522,566.00 Completion Bypass Pumping,Traffic Control, Point Repairs at 9/29/2018 various locations. 2016-2017 Citywide Annual Sewer City of Encinitas Rehabilitation 505 S.Vulcan Avenue Start Clean&CCTV 17,980 LF,CIPP Lining of 17,980 LF Encinitas,CA 92024 11/6/2017 of 6",8", 10"and 14-Inch sanitary sewer,Top Kipp Hefner(760)633-2775 $1,351,415.75 Completion Hats, Bypass Pumping,Traffic Control, Manhole 5/18/2019 Rehabilitation Point Repairs at various locations. Monrovia Renewal—Northwest Area Sully-Miller Contracting, Inc. Infrastructure Improvements Prolect 135 S,State College Blvd, Star Clean&CCTV 6,035 LF,CIPP Lining of 6,035LF of Brea CA 92821 11/15/2017 6"arid 8-Inch sanitary sewer,Top Hats,Bypass Jesse Flores (714)578-9600 $335,935.00 Completion Pumping,Traffic Control,Manhole 3/31%19 Rehabilitation Point Repairs at various locations. Sewer System Repair Prolect-Montclair CA VasIIj Inc. i Clean&CCTV 766 LF,CIPP Lining of 766 LF of 8- 15531 Arrow Hwy, Start [ Inch sanitary sewer, Bypass Pumping,Traffic Irwindale CA 91706 $31,980,50 9/18/2017 I _ Control at various locations, John Gavigan(626)480-1442 n Comp Completio letio i Sewer and AC Water Group 764A KTA Construction Star Clean&CCTV 7,791 LF,CIPP Lining of 617 LF of 821 Tavern Rd. 2/13/2018 8-Inch sanitary sewer, Bypass Pumping,Traffic Alpine,CA $46,611.00 Completion Control at various locations. Adam Ogden(619)562-9464 2/15/2019 Techite Sewer Replacement,Diversion Charles King Company Structure-Padre Dam 2841 Gardena Avenue Start Clean&CCTV 390 LF,CIPP Lining of 390 LF of 6- Signal Hill,CA 90755 $36,864.00 1/24/2018 Inch sanitary sewer,Top Hats, Bypass Pumping, Scott King(562)426-2974 Completion 3/31/2018 Traffic Control at various locations. Nu-Line NU Techn.ologles;LLC r � Project References—CIPP/SPR 1-.+�tyt f� t�.v :LINE 102 Second Street Suite B fUpdated 0 Encinitas,CA 92024 ^4" www.nullnetech.ii�t NU LINE Teftakgie%LLC Nu-Line Technologies, LLC Project References — CTPP/SPR Sewer Rehabilitation Prole 2016/2017 City of West Hollywood Clean&CCTV 8,620 LF,CIPP Lining of 8,620 LF of 5 Hutton Centre Drive,Suite 500 Start 8"and 10-Inch sanitary sewer,Top Hats, Bypass Santa Ana,CA 92707 $861,970.00 12/11/2017 Pumping, Point Repairs and Traffic Control at Kieler Smith(949)330-4172 Completion various locations. 9/22/2018 2017 CMP Repairs—City of Poway City of Poway Clean&CCTV 1,031 LF,CIPP Lining of 1,031 LF of 13325 Civic Center Drive Start 19"and 24-Inch storm drain, Invert Repairs, Poway,CA 92064 $318,244.00 11/10/2017 Point Repairs and Traffic Control at various Brian Banzuelo (858)668-4623 Completion locations. 12/27/2017 18-inch Storm Drain Rehabilitation The Gill Company Clean&CCTV1,308 LF,CIPP Lining of 1,280 LF of 28069 Diaz Rd,Suite B Start 18"storm drain,invert grouting and Traffic Temecula,CA 92590 $108,191.00 Completion Control at various locations. Darren Gill(951)501-5623 2/1/2018 JOC Task PISS004 Burtech Pipeline Inc. Clean&CCTV 69 LF,CIPP Lining of 69 LF of 24" 102 Second Street, Start storm drain,invert grouting and Traffic Control Encinitas,CA 92024 $12,915.00 Comp 2018 at various locations. Buddy Aquino (760)634-2822 Completion 4/26/2018 Caltrans—Contract No.08-OQ6804 American Pacific Construction Clean&CCTV 520 LF,CIPP Lining of 520 LF of 7161 Citrus Valley Ave Start 18"&24"storm drain,invert grouting and Eastvale, CA 92880 $130,875.00 2/1/2018 Completion Traffic Control at various locations. Ashish Sehgal (559)577-9999 4/25/2018 Caltrans—Contract No.08-OQ6904 United Engineering&Cons., Inc., Clean&CCTV 1,810 LF,CIPP Lining of 1,810 LF of 336 N.Central Ave.10A Start 18 24"and 30"storm drain, invert grouting and Glendale,CA 91203 $381,090.00 Completion Traffic Control at various locations. Reza Fard(818)662-8055 5/23/2018 F Lake Helix Sewer Rehabilitation United Engineering&Cons., Inc., Clean&CCTV`344LF LF, CIPP Lining of 344LF of 336 N.Central Ave.10A Start 8"sanitary sewer,invert grouting and Traffic Glendale,CA 91203 $381,090.00 2/1/2018 Completion I Control at various locations. Reza Fard (818)662-8055 5/23/2018 I FY2016/17 Gravity Sewer Rehabilitation Prolect Ranger Pipelines Start Clean&CCTV,CIPP Lining of 24,064 LF of 6-Inch and 1790 Yosemite Ave. 7/24/2018 j 8-Inch sanitary sewer,Traffic Control, Bypass San Francisco,CA 94124 $1,072,720.00 Completion ` Pumping, Point Repairs. Tom Grover(415)822-3700 10/30/2019 Nu-Line Technolpgie§,LL �x rProject References NU LINE 102 Second Street s�314e=_� ��E� � � zr Updated 0 0 Encinitas,CA 92024rx } , www.nulinetech Ret ', NU LINE Tmhm1og1e9,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Rehabilitate 10-Inch Siphon City of Laguna Beach Clean&CCTV,CIPP Lining of 250 LF of 10-Inch Water Quality Department Start sanitarysewer siphon,Traffic Control Bypass 505 Forest Avenue 12/1/2017 p yp $56,625,00 ompletion Pumping. Laguna Beach,CA 92651 Cornipl do j Hannah Johnson(949)464-6615 Culvert Repair and Replacement Fiscal Year 2016-17, Tri-Group Construction Oracle Protect No.1020695 9580 Black Mountain Road,Ste L Start 018 Clean&CCTV,CIPP Lining of 721 LF of 18",24",30", San Diego CA,92126 $262,898A0 42"and 71 x 47-Inch storm drain,Traffic Control and Hani Assi(858)689-0058 Completion n invert repairs. 5/30/2018 CIPP Lining of 18"CMP Storm Drain&Void Repair City of Buena Park Clean&CCTV,CIPP Lining of 100 LF of 18-Inch storm 6955 Aragon Circle Start drain Traffic Control and invert repairs. Buena Park Ca 90622 12/18/2018 p $30,000.00 Completion Frank Moore 12/22/2018 (714)562-3708 Regal Road Sewer Main Extension Burtech Pipeline Inc. F Clean&CCTV 133 LF of 8-Inch sanitary sewer and 102 Second Street, Start Traffic Control. Encinitas,CA 92024 1/18/2018 Budd Aquino $ 1,100.00 Completion f y1/18/2018 j (760)634-2822 Sewer&Water Group-701 Ortiz Corporation Start Clean&CCTV 10,013 LF of 8-Inch sanitary sewer, 2000 Mc Kinley Avenue 3/5/2018 Rehabilitate 8-inch Sewer,Top Hats and Traffic Control. National City, CA 91950 $27,864.00 Completion Jose Ortiz (R) s (619)434-7925 6/15/2018 Brio&Symphony 12"CIPP National Plant Services,Inc. Clean&CCTV 336 LF of 12-Inch sanitary sewer, 1461 Harbor Avenue start Rehabilitate 12-Inch Sewer and Traffic Control, Long Beach,CA 90813 $26,8 00.00 2/6/2018 Completion Jeff Garcia (562)436-7600 2/6/2018 Contract No.02-4G2504 Replace and Rehabilitate R. Brown Construction Start Culverts,and Construct RSP Company, Inc. 7/1/2018 ' Clean&CCTV 460 LF of 21"&24-Inch storm drain, P.O. Box 406 $ 154,060.00 Completion Rehabilitate 21"&24-inch storm drain with SPR. Willow Creek,CA 95573 Roger Brown(530)629-3702 7/28/2018 Ceres Trunk Rehabilitation Protect No.2017-23 Rolfe Construction Star Clean&CCTV 723 LF of 21-Inch sanitary sewer, 3573 Southern Pacific Ave 3/19/2019 Rehabilitate 21-inch sanitary sewer with cured In place Atwater,CA 95301 $ 133,241.00 Completion liner. Jorge C,Avelar(209)358-5548 3/21/2019 Nu-UneTechnologies LLC NU LINE 102 Second Straet%Ile- 1; i ., 0 Encinitas,CA 92024 www.nulinetech,net '} t A•)47 x Fy3dw� 3 NU LINE Techndcge%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Caltrans 08-OQ6904 Culvert Repair United Engineering& Clean&CCTV 1,810 LF of 24"&30-Inch storm drain, Construction,Inc., start Rehabilitate 21"&24-inch storm drain with CIPP, 336 N,Central Ave. 10A $981,090.00 2/21/2018 Cement Spray&SPR lining systems. Glendale,CA 91203 comaletion Reza Fard(818)662-8055 6/23/2018 FY 2018 Gravity Pipeline CIPP Lining Rehabilitation Leucadia Wastewater Division Start Proiect 1960 La Costa Avenue, 5/21/2018 i Clean&CCTV 7,410 LF of 8",12" 14" &15-Inch sanitary Carlsbad,CA 92009 $667,998.00 Completion sewer,Point repairs,top hats,manhole rehab. Robin Morishita (760)753-0155 ll 7/29/19 Renewal South Area Infrastructure Improvements Sequel Contractors,Inc Clean&CCTV 2,850 LF of 6",8"&15-Inch sanitary 13546 Imperial Hwy., 7/2/2018 ° sewer,Point repairs,top hats,sectional lining. Santa Fe Springs,CA 90670 $215,569.00 Completion 1/17/2019 i Pipeline Rehabilitation AK-1 Burtech Pipeline inc. start Clean&CCTV,SPR/CIPP Lining of 29,295 LF of 8-Inch 102 Second Street, a 25 2018 sanitary sewer and Installation of 497 Top Hats Encinitas,CA 92024 $993,200,00 Completion Buddy Aquino Ll (760)634-2822 7/3/2019 Cal State San Bernardino Sewer Lining Quote W.A. Rasic Construction Clean&CCTV,SPR/CIPP Lining of 380 LF of 6-Inch and Company, Inc. Star 10-Inch sanitary sewer, 4150 Long Beach Blvd. $35,700.00 TBD Long Beach,CA 90807 Completion Keith Fouts(562)928-6111 TBD City of San Diego-Water and Sewer Group 966 El Cajon Grading & Engineering Clean&CCTV 3,462LF,SPR/CIPP Lining of 477 LF of 12- Co.Inc Start Inch sanitary sewer and installation of 2 Top Hats P.O.Box 967 $49,355,00 9/20/2018 Lakeside,Ca 92040 Completion Wendy Frisch(619)561-9840 10/29/2018 8-Inch Sanitary Sewer Rehabilitation City of Carlsbad Clean&CCTV 640 LF,CIPP Lining of 640 LF of 8-Inch 1200 Carlsbad Village Drive start sanitary sewer and Top Hats Carlsbad,CA 92008 $30,665.00 6/22/2018 Don Wasco(619)561-9840 Completion 6/25/2018 Lining of IVY Glenn Drive Storm Drain Facilities City of Laguna Niguel, Public Start Clean&CCTV 1,200LF,CIPP Lining of 1,200 LF of 18- Works Department 5/2/2018 Inch storm drain. 30111 Crown Valley Pkwy $95,000.00 Completion Laguna Niguel,CA 92677 6/15/2018 JC Herrera(949)362-4337 Nu-Line Technologids,i LO. tNU�LINE 102 Second Street Suites°' , ✓ a� Encinitas,CA 9202 '= www.nullnetech net �` NU LINE Techn*gle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Country Club Infiltration Proiect City of Coronado Clean&CCTV 2,62OLF,CIPP Lining of 2,620 LF of 18", 1825 Strand Way, Start 24",36"42"&48-Inch storm drain. Point Repairs Coronado,CA 92118 $ 1,370,000.00 5/24/2018 Dewatering. Katherine Odiorne Completion (619)522-2424 12/21/2018 City of San Joaquin-Sewer Collection System Rolfe Construction Improvements Proiect 3573 Southern Pacific Ave Start Clean&CCTV 17,585 LF of 6',8", 10",12"& 16-inch Atwater,CA 95301 $598,972 50 8/7/2018 sanitary sewer, Rehabilitate 17,585 LF various Jorge C.Avelar(209)358-5548 Completion diameters sanitary sewer with cured in place liner. 4/27/2019 El Caion Sewer&Storm Drain Repair&Replacement Burtech Pipeline Inc. Start Clean&CCTV 8,589 LF of 6-inch to 60-Inch sanitary 102 Second Street, 6/11/2018 sewer&storm drain, Rehabilitate 8,589 LF various Encinitas,CA 92024 $701,604,00 Completion diameters sanitary sewer and storm drain with cured in Buddy Aquino place liner. (760)634-2822 3/11/2019 San Rafael Storm Drain(Lindaro Pump Station) Terra Pacific Group Clean&CCTV 25OLF,CIPP Lining of 250 LF of 24-Inch 201 N.Civic Drive,Suite 135 Start storm drain. Point Repairs Dewatering. Walnut Creek,CA 94596 $202,750.00 9/24/2019 Pat Barrese Completion ' (925)667-7464 9/26/2019 Caltrans 12-OQ7504 Culvert Repair Jabre Contracting Inc., Start Clean&CCTV 1,730 LF of 18",24"&30-Inch storm 1813 Manzanita Lane 9/17/2018 drain,Rehabilitate 18",24"&30-inch storm drain with Manhattan Beach,CA 90206 $ 199,140.00 Completion CIPP lining system. Bob Collins(310)720-0277 u 1/29/2018 ! i Lake Helix Sewer Rehabilitation City of La Mesa Clean&CCTV 344 LF of 8 cast-iron sanitary sewer, 8130 Allison Avenue Start Comp Rehabilitate with CIPP lining system. La Mesa CA,91942 $48,422.00 Completion Casey Crown(619)667-1380 8/31/2018 Sanitary Sewer Rehab and Replacement Prom Project City of Long Beach Start 1 Clean&CCTV 10,594 LF of 8",10"&12"sanitary 333 W.Ocean Blvd/7th Floor 10/9/2018 sewer,UV Sectionals&Top Hats, Rehabilitate with Long Beach,CA 90802 $575,000.00 Completion CIPP lining system. Valeri Karakanov(562)570-2331 L1. 3/27/2019 RFP-Sewer Cured In Place Pipe Repairs 2018 Padre Dam Municipal Water Start Clean&CCTV 3,308 LF of 8" &10"sanitary sewer,Top District 9/27/2018 Hats, Rehabilitate with CIPP lining system. 9300 Fanita Parkway $200,003.00 Completion Santee,CA 719003 (J, (619)258-4635 5/14/2019 Nu-Line Technologies;,Ll � ' `` , Project References—CIPP/SPR tsu) LINE 102 Second Street Suite B 3�JUpdated 3/31/2020 T`tl b °`� Encinitas,CA 92024 s. s +u www.nulinetech.net E ' NU LINE Techndogle%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Santa Barbara—Anacapa St 8"Emergency City of Santa Barbara Public Clean&CCTV 290 LF of 8"sanitary sewer. Rehabilitate Works star with SPR lining system. 630 Garden Street $36,270.00 6/19/2018 Santa Barbara,CA 93101 Completion Bradley Rahrer(619)258-4635 6/19/2018 CalTrans 07-3W9704-105 Freeway Jabre Contracting Inc., Clean&CCTV 1,320 LF of 18",24",30" &36"CMP 1813 Manzanita Lane Start storm drain. Rehabilitate with CIPP lining system. Manhattan Beach,CA 90206 $227,790.00 8/7/2018 Bob Collins(310)720-0277 Completion 11/17/2018 2018 Sewer Main Rehabilitation Prole ct Ojai Valley Sanitary District Clean&CCTV 14,425 LF of 8"& 10"rehabilitate 1072 Tico Road Sta 10/8/rt sanitary sewer with CIPP lining system. Ojai,CA 93023 $425,000.00 018 Completion Jon Turner(805)658-6800 4/20/2019 CIP 18-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach start Clean&CCTV 30,480 LF of 6",8", 10",15"&18" 505 Forest Avenue 9/6/2018 rehabilitate sanitary sewer with CIPP lining system. Laguna Beach,CA 92651 $1,259,748.00 Completion Hannah Johnson(949)464-6615 Ll 10/22/2019 Summerland Emergency 8"Cast Iron Repair CUSHMAN CONTRACTING CORP. Clean&CCTV 150 LF of 8", rehabilitate sanitary sewer P.O. Box 147 start Comp with SPR lining system. Goleta,California $30,025.00 Completion Blair Cushman(805)964-8661 8/28/2018 ESR City of Los Angeles-Bonnie Brae Pipe Tec Clean&CCTV 110 LF of 8"sanitary sewer with CIPP 5103 Elton Street tar ' lining system. Baldwin Park,CA 91706 $ 19,060.00 TBD Completion Tom Vukojevic(626)222-1998 TBD f Palisades Slip Lining Phase 2 Lake Arrowhead Comm.Services Clean&CCTV 2,348 LF of 6"sanitary sewer. PO Box 700 start Rehabilitate with CIPP lining system and install new Lake Arrowhead,CA 92352 $366,930.00 10/30/2018 Completion manhole structures&cleanouts. Scott Schroeder(909)336-7136 1/15/2019 AC Water&Sewer Group 1018 Orion Construction Corp. Clean&CCTV 1,000 LF of 8"sanitary sewer. Rob Wilson Start 3/21/2019 Rehabilitate 1,953 with CIPP lining system and install (760)597-9660 $192,402.50 Completion UV Top Hats. 4/8/2019 Nu-Line Technologle r GI�C, '� �a '=~ Project References—CIPP/SPR NU LINE 102 Second Street Wiolf x� dated 3131/2020 Encinitas,CA 92024 www.nulinetech not x's. ' ` NU LINE Ted ndogim,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of Vista-Pilot Project Information City of Vista Clean&CCTV329 LF of 8"sanitary sewer. Rehabilitate 200 Civic Center Drive Start I with SPR lining system. Vista CA 92804 $ 15,802.00 10/18/18 j Elmer Alex(760)726-1340 Completion 10/18/18 j Fulton Road Rehab Burtech Pipeline Inc. j Clean&CCTV1,592 LF of 8"sanitary sewer. 102 Second Street Start Rehabilitate with CIPP&SPR lining systems. Encinitas CA 92024 $200,525.00 6/2/2018 Buddy Aquino(760)726-1340 Completion 8/13/18 i JOC-Sewer Rehab Phase AT-1 Burtech Pipeline Inc. Clean&CCTV 39,685 LF of 8"sanitary sewer. 102 Second Street Start Rehabilitate with CIPP&SPR lining systems,install Encinitas CA 92024 $1,907,764.00 Completion 1,023 LIV Top Hats&Post Video. Buddy Aquino(760)726-1340 10/31/2019 CMP Rehabilitation FY 2017-18 Measure P Spiniello Companies Start 20,659 LF of 18"to 54"CMP Storm Drain Repairs, 2650 Pomona Blvd. 2/14/19 Rehabilitate with CIPP&SPR lining systems. Pomona,CA 91768 $ 1,984,764.00 Completion Abby De La Cruz(562)305-5219 10/30/2019 LACSD Belvedere Trunk Sewer Rehabilitation Spiniello Companies 10,260 LF of 15", 21" &24"sanitary sewer. Rehabilitate 2650 Pomona Blvd. Start with CIPP lining systems. Pomona,CA 91768 $ 1,248,340.00 1/2/19 Completion Eugenio Mateo(562)458-7757 3/19/19 SKF Gilroy 18th Avenue Sewer Protect Emmitt's Excavation Inc Start j 797 LF of 12", 14"&18"sanitary sewer. Rehabilitate 6207 E.Clinton Ave 12/8/2018 with SPR lining systems. Fresno CA 93727 $ 155,713.00 Completion David Walsh(559)347-9188 Ll 10/18/2019 Santa Monica-FY 17/18 Annual Wastewater Main Mike Prlich&Sons Inc. Improvements 5103 Elton St Start Clean&CCTV 2,135 LF of 8"sanitary sewer. Baldwin Park,CA 91706 $156,265.00 TO Completion Rehabilitate with CIPP lining system,Install LIV Top Lonny Lavin(626)813-1700 TB Hats, Vellecitos Rock Springs Sewer Replacement Burtech Pipeline Inc, Start Clean&CCTV 2,701 LF of 8", 12"&15"sanitary sewer. 102 Second Street 3/22/2019 Rehabilitate 303 LF with CIPP lining system. Encinitas CA 92024 $20,814.00 Completion Buddy Aquino(760)726-1340 (R) 10/2/2019 Nu-Line Technologies;Ll� '� XINProject References—CIPP/SPR �NU LINE 102 Second Street Suite B _ Ff 1 Updated i ✓ � ..� Enclnitas,CA 92024 5 www.nullnetech.het R " , NU LINE Techwl4a%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR JOC-Sewer Rehab Phase AO-1 Burtech Pipeline Inc. Clean&CCTV 42,800 LF of 8", 10"&12"sanitary 102 Second Street Star 4/25/19 sewer.Rehabilitate with CIPP&SPR lining systems, Encinitas CA 92024 $1,332,009.00 Completion install 413 LIV Top Hats&Post Video. Buddy Aquino (760)726-1340 On-Going i Caltrans—State Minor B,Solicitation No.IOA2041 Jabre Contracting Inc., Start Clean&CCTV 85 LF of 18"&30"storm drain. 1813 Manzanita Lane Rehabilitate with CIPP lining systems,install 85LF& Manhattan Beach,CA 90206 $62,850.00 6/11/19 Completion Post Video. Bob Collins(310)720-0277 9/30/2019 (SSRP)H31 Beachwood Drive&Scenic Avenue Vasilj Inc. Clean&CCTV 12,419 LF of 6"&8"sanitary sewer. 15531 Arrow Hwy, Star Rehabilitate with CIPP lining systems,Install 12,419 LF, Irwindale,CA 91706 $1,120,089.00 9/19/18 Top Hats&Post Video. Joe Vasilj(626)480-1442 Completion On-Going l La Costa Avenue-Storm Drain Improvements Tri-Group Construction,Inc. Start ' Pre and Post Clean&CCTV of 15"&18"Storm Drain. 9580 Black Mountain Road,Ste L 2/1/2019 San Diego CA,92126 $5,020.00 Completion i Hani Assi(858) 689-0058 UR 4/9/2019 PAL Prolect—Lateral Launch and Locate Burtech Plumbing Lateral Launch&CCTV of 56 sanitary sewer laterals. 102 Second Street Suite C Start 018 Encinitas CA,92024 $17,180,00 Comol tion Completion Bill Schramm(760)305-2016 5/25/2019 City of Lynwood PROJECT No.4011.67.912 Sully-Miller Contracting Co. Installation of 8-Inch UV sectional patches 135 S.State College Blvd,Ste 400 Start Brea,CA 92821 $48,550.00 4/1/19 Completion Jessie Flores(513)984-2222 4/30/19 i Caltrans#07-4W3004-91 Freeway to 110 Freeway Jabre Contracting Inc., Start Clean&CCTV 85 LF of 18"&30"storm drain. 1813 Manzanita Lane 1/28/2019 Rehabilitate with CIPP lining systems,install 85LF& Manhattan Beach,CA 90206 $315,580.00 Completion Post Video. Bob Collins(310)720-0277 L! 10/30/2019 RFQ-Point Repair by CIPP Sectional and Top Nat San Diego County Gen.Services Clean&CCTV, Installation of CIPP Sectionals and LIV 5500 Overland Ave,Suite 315 Start 3/15/2019 Top Hats at various location, Post Video. San Diego,CA $25,678,00 Completion Wasim Hanna(858)694-2723 5/18/2019 Nu-Line Technologies,.i " NU LINE 102 Second Street Suite B f to t R '' 3/31/2020 Encinitas CA 92024 www.nulinetech.net 3 , f NU LINE TwhftVe%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR AC Water&Sewer Group 1026 PIC Mechanical Systems, Inc. Start Post CCTV inspection of 2,569LF of sanitary sewer at 21335 Bundy Canyon Road 1/25/2019 various locations. Wildomar,CA 92595 $8,675.85 Completion David Spindler(951)245-5537 (R) 5/22/2019 Vista V-1 West Vista Sewer Phase 1-1. Orion Construction Pre&Post CCTV inspections of 3,954LF of v8", 10"12" 2185 La Mirada Drive Start & 15"diameters at various locations. Vista,CA 92081 $ 18,385.00 5/13/2019 Richard Newall(760)597-9660 Completion On-Going Monrovia Renewal North Section Infrastructure Sully-Miller Contracting Co. Improvement Protect 135 S.State College Blvd,Ste 400 Star Clean&CCTV 12,0661-F of 6"&8"diameter,CIPP Brea,CA 92821 2/4/2019 rehabilitate 12,831LF of 6"&8"sanitary sewer, Install Jessie Flores(513)984-2222 $780,216.50 Completion 69 SLC's,and 136 UV sectional patches,bypass TBD pumping and 22,470LF of Post CCTV inspection. I ESR City of Los Angeles-Stone Canyon Road (N.100 Spiniello Companies Start Block)) 2650 Pomona Blvd. 2/1/2019 Clean&CCTV,CIPP rehabilitation of 289LF of 10" Pomona,CA 91768 $34,494.31 Completion sanitary sewer,lateral reinstatement and post CCTV. Eugenio Mateo(562)458-7757 3/30/2019 Sewer&AC Water Group 697A Burtech Pipeline Inc. Clean&CCTV 2,2001-F of 6" &8"sanitary sewer, 102 Second Street Start rehabilitate 1981F of 6"&8"sanitary sewer,SLC's and Encinitas CA 92024 $40,272.40 6/19/2019 Post CCTV inspection of 4,089LF of various diameters. Buddy Aquino(760)726-1340 Completion10/16/2019 Pasadena Storm Drain Repair GRFCO, Inc. Clean&CCTV 586LF various diameter storm drain, P 0 Box 1747 Start rehabilitate by CIPP 466LF of 12"&18"storm drain, Brea,CA 92822 $37,312.00 TBD I post CCTV inspection of 386LF of various diameter Jim Jackson (800)375-7272 Co nletion storm drain. BD Hallmark Sewer Rehabilitation Eddie Axner Construction,Inc Start Clean&CCTV,Bypass Pumping,4,222LF 6"&8"CIPP 5249A Old Oregon Trail 4/29/2019 rehabilitation at various locations,lateral Redding,CA 96002 $240.178.00 Completion reinstatement and Post Video CCTV. Trevor Olds(530)710-3533 L1 9/13/2019 Chino ITB-Sewer Re-Lining Protect City of Chino Clean&CCTV 13,452LF of 8"&10"sanitary sewer, PO Box 667 Start rehabilitate by CIPP 13,452LF of 8" &10"sanitary Chino,CA 91708 $567,655.00 9/11/2019 sewer,traffic control,bypassing, lateral reinstatement Austin Postovoit(909)334-3250 Completion and post CCTV inspection. 2/10/2020 Nu-Line Technologies,LUG 1T - NLl LINE 102 Second Street Wife Updated Encinitas,CA 92024 www.nullnetech net .r NU LINE Tedynbg1sm LLC Nu-Line Technologies, LLC Project References — CIPP/SPR Oceanside Point Repair Program Charles King Company Pre&Post CCTV video Inspection of 1,359LF of 6",8"& 2841 Gardena Ave. Start 10"sanitary sewer repairs. Signal Hill,CA 90755 $4,756.50 3/4/2019 Completion Debi Hawkins(562)426-2974 5/18/2019 Cal-Trans 07A4593.3-Year System Inspection and Dreambuilder Const.Corp. Repair Clean&CCTV approx.20,000LF of various 1324 E Lawson Ln Star diameter storm drain in LA and Ventura counties, Placentia Ca 92870 $2,634,600.00 3/12/2019 Completion approx.6,500LF of CIPP rehabilitation of various Alex Singh(714)646-3697 On-Going diameters over a 3 year on call project. RFP Warner Ranch Siphon 1B Vista Irrigation District Clean&CCTV,CIPP rehabilitate 24-Inch storm drain 1391 Engineer Street, Start siphon. Vista,CA 92081 $71,535.00 9 Mark Saltz(760)597-3112 Completion 9 10/2/2019 Sewer Group 786 Ortiz Corporation Clean&CCTV and lateral launch inspections of various 2000 Mc Kinley Avenue Start diameter sanitary sewers. National City,CA 91950 $ 5,000.00 4/4/2019 Completion Jose Ortiz(619)434-7925 TBD University 21-inch Repair AUI Incorporated Start Installation of 38OLF x 21"SPR sanitary sewer 7420 Reading Ave.SE 4/22/2019 rehabilitation. Albuquerque New Mexico 87105 $48,250.00 Completion Mike Rocco(505)242-4848 L1 I� 7/1/2019 Lemon Grove FY2017-18 Sewer Capital Improvement Charles King Company Pro ect 2841 Gardena Ave. Start 019 Clean&CCTV,1,300LF x 8"CIPP rehabilitation, lateral Signal Hill,CA 90755 $66,800.00 Completion n reinstatement,bypass pumping and post video Debi Hawkins(562)426-2974 8/9/2019 Inspection. Fullerton-Miscellaneous Storm Drain improvements City of Fullerton Star Clean&CCTV,426LF of various diameter CIPP storm 303 West Commonwealth Ave 7/15/2019 drain rehabilitation,traffic control,grouting repairs Fullerton,CA 92832 $ 164,360.00 Completion and post video inspection. (714)738-6886 (R) 11/4/2019 El Centro Emergency Sewer Repairs at Villa Ave City of El Centro Clean&CCTV,380LF x 27"CIPP rehabilitation, 1275 W.Main Street Start /5/2019 infiltration grouting, bypass operations,traffic control El Centro,CA 92243 $260,225,00 6 Completion and post video inspection. Javier Luna, P.E.(760)337-5182 12/4/2019 i YY4Tt ofS",£ ' Nu-Line Techn.ologle$,LLG 1"a t r Project References- .. .. x� `NU' LINE 102 Second Stred Updated 3/31/2020 ✓ '�d.,.��c Encinitas,CA 92024 wwmnulinetech net NU LINE TKhnoN1w,LLC I Nu-Line Technologies, LLC Project References - CIPP/SPR LACDPW Culvert Repair and Lining Prolect,Phase 1 Los Angeles County Public Works Clean&CCTV, 1,029LF x various diameter storm drain 900 South Fremont Street Start j CIPP rehabilitation,traffic control and post CCTV Alhambra,CA 91803 $ 248,358.00 12/9/2019 inspection. Joel Zaragoza (626)458-4951 Completion 2/26/2ozo � Buena Park 24-Inch CMP Repair City of Buena Park Clean&CCTV, 100LF x 24" CIPP storm drain 6955 Aragon Circle Start 19 rehabilitation,traffic control and post CCTV inspection. Buena Park,Ca 90622 $44,050.00 Completion Completion Frank Moore(714)562-3708 10/25/2019 j City of LA-Albion Riverside Park Project- W.O.# Sully-Miller Contracting Co. EW4006OF 135 S.State College Blvd,Ste 400 start Clean&CCTV,38OLF x 10"CIPP rehabilitation,clean Brea CA 92821 $33,201.00 6/7/2019 t Completion and video,lateral reinstatement,post video Mauricio Arreola (714)449-2277 6/7/2019 ! j s Point Loma Storm Drain AMA Diversified Constr,Group. Start Clean&CCTV,64LF x 24"CIPP storm drain 1305 Simpson Way,Suite L 12/1/2019 rehabilitation and post video Escondido,CA 92029 $35,634.00 Completion Dillon Vissering(760)444-1010 12/31/2019 Countywide Sewer Improvements FY 2018-19 Burtech Pipeline Inc. Clean&CCTV,installation of 4,954LF,8"&16"CIPP 102 Second Street Star liner at various location, Post Video. Encinitas CA 92024 $ 291,352.00 10/17/2019 Completion Buddy Aquino(760)726-1340 12/10/2019 City of LA-ESR Keswick Str.W.O.#SWC05476 Miramontes Const.Co,Inc. » Start Clean&CCTV,40OLF x 8 CIPP rehabilitation,clean and P.O. Box 219 video,lateral reinstatement,post video Rialto,CA 92377 $42,200.00 12/13/2019 Yvette Morales(909)787-3012 Completion 12/13/2019 JOC-P17NO06-CMP Storm Drain Lining Right Burtech Pipeline Inc. of Way Pipeline North 102 Second Street, star Clean&CCTV,CIPP Lining of 977 LF of 21",24" Encinitas,CA 92024 $ 122,566.50 12/2/2019 i Completion & 30"storm drain and Traffic Control at various Buddy Aquino(760)634-2822 12/6/2019 locations. JOC-Task P18NO03 Accelerated TS Referral Burtech Pipeline Inc. Group 102 Second Street, Start Clean&CCTV,CIPP Lining of 3,003 LF of 10", Encinitas,CA 92024 $534,933.28 11/21/2019 12",21"&30"sanitary sewer,and Traffic Buddy Aquino(760)634-2822 Completion 12/18/2019 Control at various locations. i i I i NuAlne Technoiogie�,tl,LGProject References-CIPP/SPR tsu) LINE 102 Second Street SOit� rk; .. , Encinitas,CA 92024 s ` www,nulinetech net NU LINE Technologies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR CIP 19-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach Clean&CCTV CIPP lining of 3,193 LF of 8", 10" &12" 505 Forest Avenue Start sanitary sewer with CIPP lining system,top hats and Laguna Beach,CA 92651 $208,073.00 11/12/2019 Completion post video work. Hannah Johnson(949)464-6615 12/3/2019 I Sewer Line By CIPP-Loma Linda City of Loma Linda Clean&CCTV,CIPP Lining of 30OLF of 8"sanitary 25541 Barton Road Start sewer at various locations. Loma Linda,CA $28,700.00 11/25/2019 Jeff Peterson(909)799-4400 Completion 11/25/2019 t OVSD Sewer Rehabilitation Protect Ojai Valley Sanitary District Clean&CCTV,traffic control,CIPP Lining of 1072 Tico Road Star 14,425LF of 8"and 10"sanitary sewer at various Ojai,CA 93023 $425,000.00 11/6/2018 i Completion locations. Jon Turner(805)658-6800 1/3/2019 i JOC-Sewer Rehab Phase AW-1 Burtech Pipeline Inc. Clean&CCTV 39,321 LF of 8"sanitary 102 Second Street Start Sewer.Rehabilitate with CIPP&SPR lining systems& Encinitas CA 92024 $886,688.55 10/4/2019 Post Video. Buddy Aquino(760)726-1340 Completion On-Going � Sewer and AC Water Group 807 Burtech Pipeline Inc. Clean&CCTV(POST)11,088LF,CIPP Lining of 102 Second Street Start 863LF of 8"sanitary sewer at various locations Encinitas CA 92024 $90,193.00 Completion and top hats. Buddy Aquino(760)726-1340 12/17/2019 Sewer Pipe Lining-Rainbow-Fallbrook Rainbow Municipal Water Start Clean&CCTV,CIPP Lining of 1,054LF of 6"&8" District 10/1/2019 sanitary sewer at various locations. 3707 Old Highway 395 $69,000.00 Completion Fallbrook,CA 92028 10/31/2019 Ryan Stockton(760)728-1178 Caltrans—07-313704 Glendale Freeway Highland Construction,Inc Clean&CCTV 320 LF of 18"storm drain.Rehabilitate 133 N Pixley Street start with CIPP lining system and Post Video. Orange,CA 92868 $85,000.00 1 j Coompletimpleti 0 on II Erin Richardson(714)538-5156 1/25/2020 City of LA-ESR Canyon View Drive-SWC05478 Mike Bubalo Construction Clean&CCTV,315LF x 8"CIPP rehabilitation,lateral 5102 Gayhurst Ave, Start Comp reinstatement,post video Baldwin Park,CA 91706 $32,247.50 Completion Brad Sorem (562)818-4035 1/28/2020 Nu-Line Technologies,LLB � h' :, ' x §" NU LINE 102 Second Strest Sutte �, ' TWwMjo6LLC , c '6 1 7.�� Encinitas,CA 92024 www.nulinetech.net s NU LINE Tect mloVe%LLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of LA-ESR Parthenia Street-SWCOSS82 Mike Bubalo Construction Clean&CCTV,382LF x 8"CIPP rehabilitation, lateral 5102 Gayhurst Ave, start reinstatement,post video. Baldwin Park,CA 91706 $29,830.00 1/28/2020 Brad Sorem(562)818-4035 Completion1/29/2020 Hermosa Beach-Sewer Impr.Ph 2 CIP 17-416 MNR Construction, Inc Clean&CCTV,6,400LF x 8"&10"CIPP rehabilitation, 1880 Wright Ave, Start Lateral reinstatements, rootball removal,traffic La Verne,CA 91750 $305,695.00 1/21/2020 Control,top hats and post CCTV. Scott 2020. Scott Barnett(626)383-1019 Comp letio Paseo De Valencia-12-Inch Vertical Drop Repair T.E.Roberts Inc 30LF x 12"CIPP vent line repair. 306 W Katella Ave, Sta 1/3p/rt Orange,CA 92867 $9,500.00 on Completi 020 Justin Roberts(714)559-2291 Comp lets o RFP-Storm Drain Culvert Rehabilitation Point Loma California Constructors 272LF x 15"&24"CIPP storm drain rehabilitation. 7062 Convoy Court, Start Clean&CCTV and post CCTV inspection. San Diego,CA 92111 $97,086.00 1/6/2020 Tony Gutierrez(858)775-9920 Completion 2/S/2020 Sewer Rehabilitation N Fresno and E Shields Emmitt's Excavation Inc Clean&CCTV,CIPP Lining of 2,659 LF of 12"and 15- 6207 E.Clinton Ave Start Inch sanitarysewer,Traffic Control Bypass Fresno CA 93727 2/z0/2020 Yp $240,624.00 omp/2020 letion Pumping, Point Repairs. David Walsh(559)347-9188 C3/Ietlo Sewer Improvements in the Vicinity of N First Street Emmitt's Excavation Inc and E Dakota Avenue 6207 E.Clinton Ave Start Clean&CCTV,CIPP Lining of 5,711LF of 6",8"and 12- Fresno CA 93727 $230,648.00 12/20/2019 Inch sanitary sewer,Traffic Control,Bypass Pumping, David Walsh(559)347-9188 Completion 3/27/2020 Point Repairs. i AC Water&Sewer Group 1020 Burtech Pipeline Inc. Final Post CCTV,303LF 8-Inch Cured In Place 102 Second Street Start lining. Encinitas CA 92024 $20,787.00 TBD Buddy Aquino(760)726-1340 Completion TBD AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Final Post CCTV,303LF 8-Inch Cured In Place 21335 Bundy Canyon Road Star lining. Wildomar,CA 92595 $84,968.00 3-30-2020 David Spindler(951)245-5537 Completion TBD Nu-LlneTechnologles.Ll<Cig ': Project NU LINE 102 Second street Suite Q " r ^fi I updated3131/2020 . � Encinitas,CA92024 �� www.nulinetech,net �. NU LINE Tw nobglas.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR AC Water&Sewer Group 1027 Burtech Pipeline Inc. Start Final Post CCTV,188LF 8-Inch Cured In Place 102 Second Street 11-1-2019 lining. Encinitas CA 92024 $3,243.00 Completion Buddy Aquino(760)726-1340 11-1-2019 I AC Water&Sewer Group 1042 S.C.Valley Engineering,Inc Start Final Post CCTV,1,274LF post CCTV inspection. 656 Front St, $3,822.00 TBD El Cajon,CA 92020 Completion Scott Miller(619)444-2326 TBD Buena Park 2019-2020 Sewer Main City of Buena Park Rehabilitation 656 Front St, Start $349570.00 4 Clean&CCTV,7,019LF 8", 10"&12"sanitary Buena Park,CA 92020 , sewer rehabilitation,traffic control,bypassing Teddy Luong(714)562-3670 Completion o 9-5-2020 and post CCTV ) Caltrans—07-313404 Monterey Park 710 Freeway Jabre Contracting Inc., Clean&CCTV 2,246LF of 18",24"&36"storm drain 1813 Manzanita Lane start 20 Rehabilitation with CIPP lining system and Post Video. Manhattan Beach,CA 90206 $400,331.11 Completion Bob Collins(310)720-0277 4-29-2020 i Caltrans—08-1C9304 Big Pines Creek Lake Jabre Contracting Inc., Arrowhead 1813 Manzanita Lane Start 020 Clean&CCTV 560LF of 18",24"&36"storm drain Manhattan Beach,CA 90206 $241,295.00 Rehabilitation with CIPP,SPR&Alternative pipe lining Bob Collins(310)720-0277 Completion n TBD system and Post Video. i Caltrans—11-422114 Culvert Repair and Replace Hazard Construction Company Guardrail and Fence 10529 Vine Street Start Clean&CCTV 5,570 LF of 18",24",30",36"&48" Lakeside,CA 92040 $842,260.00 5-21-2020 storm drain Rehabilitation with CIPP pipe lining Brad Lothers(858)587-3600 Completion TBD system,preparing culvert structures and Post Video. North Norwalk Trunk Sewer Rehabilitation LACSD Clean&CCTV 65OLF of 15"sanitary sewer 1955 Workman Mill Road Start 020 Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $ 105,770.00 Completion n System,manhole rehabilitation and Post Video. Jenny Hsu(562)699-7411 3-30-2020 Claremont Trunk Sewer Rehabilitation LACSD Clean&CCTV 13,198LF of 12"and 15"sanitary sewer 1955 Workman Mill Road Start Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $1,172,893.00 Completion Jenny Hsu 562 699-7411 Completion System, manhole rehabilitation, point repairs, y ( ) TBD bypass and Post Video. Nu-Line Tech'riplogres,GCS , }>� ��iProject NU LINE 102SecondStreetS616- •' 020 ' Encinitas,CA 9.2024 www.nulinetech net NU LINE TechndVesAX Nu-Line Technologies, LLC Project References - CIPP/SPR Millennium Hawthorne Mark Company w �� Clean&CCTV 1,070LF of 12"and 15"sanitary sewer 2288 North Batavia, Start Rehabilitation with CIPP pipe lining Orange,CA 92865 $ 110,470.00 TBD System,manhole rehabilitation,point repairs, Isaiah Apodaca(714)685-3462 Completion bypass and Post Video. TBD 2017-18 Pipeline Rehabilitation and Replacement Napa Sanitation District Clean&CCTV 25,576LF of 6",8",10", 14", 15"&16" 1515 Soscol Ferry Road, Start Sanitary sewer Rehabilitation with CIPP pipe lining Napa,CA 94558 1-28-2020 System,manhole rehabilitation,point repairs, pipe- Simon Kobayashi(707)258-6030 $6,445,000.00 Completion Bursting,bypass,top hats, lateral lining and Post TBD Video. 2020 Collection System Rehabilitation Prolect CIP 19703 Moulton Niguel Water District Clean&CCTV 3,585LF of 8",12"and 18"sanitary 26880 Aliso Viejo Parkway, Start sewer Rehabilitation with CIPP pipe lining Aliso Viejo,Ca 92656 $325,000.00 4-27-2020 System, manhole rehabilitation,point repairs, Completion Y p Sheldon Yu, PE(949)831-2500 bypass and Post Video. 9-5-2020 Manhole and Pipe Repair(SPR) Orange County Sanitation District Clean&CCTV 35OLF of 24-Inch sanitary 10844 Ellis Avenue, Start sewer Rehabilitation with SPR lining system,manhole Fountain Valley,CA $350,000.00 TBD installation,point repairs, bypass and Post Video. Brandon Garcia (714) 593- Completion 7306AW-1 TBD OCSD Boulevard Force Main Replacement Teichert Utilities Clean&CCTV 28OLF of 27"dual sanitary 3780 Kilroy Airport Way,Suite 700, Start sewer siphons. Rehabilitate with CIPP pipe lining Long Beach,CA 90806 $ 198,160.00 TBD system and Post Video. Completion Y Fladio Godines(916)634-3161 TBD Pipeline Rehab Phase AV-1 Burtech Pipeline Inc. Clean&CCTV 33,313LF of 8"sanitary sewer. 102 Second Street Start Rehabilitate with CIPP&SPR lining systems,reinstate Encinitas CA 92024 $749,542.50 3-2-2020 413 service laterals&Post Video. Buddy Aquino(760)726-1340 Completion On-Going Paseo De Valencia T.E. Roberts Inc. Clean&CCTV 12"Vertical Drop. 306 W Katella Ave, Start Rehabilitate with CIPP&Post Video. Orange,CA 92867 $9,500.00 2-3-2020 Justin Roberts(714)559-2291 Completion 2-3-2020 Carlsbad-Storm Drain System Rehabilitation City of Carlsbad Clean&CCTV 840 LF of 12"to 42"storm draln. 1635 Faraday Avenue, Star Rehabilitate with CIPP lining systems&Post Video. Carlsbad,CA 92024 $297,975.00 6-29-2020 Emily Hasegawa(760)602-2460 Completion 1-9-2021 Nu-Line Technelp,gies�MJQ* r�„ri m- —CIPP/SPR Project NU LINE 102 Second Street S.0 Updated , , T.M.",.uz Encinitas,CA 92024 t �3 www,nullnetech.net. "„ ' NU LINE Tm,twbg1au-c Nu-Line Technologies, LLC Project References - CIPP/SPR Oceanside Post Burtech Pipeline Inc. Post CCTV new sewer construction. 102 Second Street Start Encinitas CA 92024 $ 11,740.00 2-1 2020 Completion Buddy Aquino (760)726-1340 2 29-2020 Leucadia Wastewater District—Emergency Repair Leucadia Wastewater District Clean&CCN, installation of 8" UV Sectional liner& Start 1960 La Costa Avenue, 020 Post Video. Carlsbad,CA 92024 $4,425.00 Completion Marvin Gonzalez(760)753-0155 3-11-2020 Buena Vista Storm Drain Burtech Pipeline Inc. Post CCTV new storm drain construction. 102 Second Street Start Encinitas CA 92024 $2,705.00 3-31-2020 Buddy Aquino(760)726-1340 Completion 3-31-2020 W.B.Rte.9lFreeway at Santa Fe/Alameda Off-Ramp Peterson—Chase Post CCTV new storm drain construction. 16351 Construction Circle West Start Irvine,CA 92606 $5,586.00 4-28-2020 Jon Vandersloot(949)677-0295 Completion 4-28-2020 City of San Diego-Sewer Group 841 Burtech Pipeline Inc. Post CCTV 3,138 LF new sanitary sewer construction. 102 Second Street Start Encinitas CA 92024 $7,845.00 5-5-2020 Buddy Aquino(760)726-1340 Completion On-Going i City of Downey—Fidler Ave Sewer Rehabilitation City of Downey Clean&CCTV 1,209LF of 8"sanitary sewer. 11111 Brookshire Avenue Start I Rehabilitate with CIPP lining systems,reinstate PO Box 7018 $115,290.00 6-30-2020 38 service laterals&Post Video. Downey,CAS 90241 Completion Janet Ortega(562)658-9565 9-5-2020 City of San Diego—AC Water&Sewer Group 1023 Burtech Pipeline Inc. Start ! Post CCTV 697LF new sanitary sewer construction. 102 Second Street TBD Encinitas CA 92024 $2,788.00 Completion Buddy Aquino(760)726-1340 TBD City of San Diego—Sewer&AC Water Group 765 Burtech Pipeline Inc. Pre&Post CCTV of 5,383LF new sanitary sewer 102 Second Street Star construction. Encinitas CA 92024 $ 20,186.25 TBD Completion Buddy Aquino(760)726-1340 TBD Nu-Line Tech noldgles,LLo. `i< �`` 34, References NU LINE 102 second Street Updated r 41, Tahobpgo°` Encinitas,CA 92024 111 41 www.nulinetech net NU LINE rormloolm.uc Nu-Line Technologies, LLC Project References - CIPP/SPR I i i i i I i I i i 1 I V I f I I f i I i I i j I Nu-Line Technologle5�LLG, r y � 1&' Project .. .. b LINE 102 Second Street 9uft� �"�° , f ... •, 3/31/2020 7wNwb9MI1C y Y ' Encinitas,CA 92024 r ;4 k www.nu11netech net �;w s.k . NU LINE Technologlaa LLC I Nu-Line Technologies, LLC Project References - CIPP/SPR Experience by Diameter 2017 2020 WIP Total 6" 1,668 4,543 8,249 8,654 36,158 42,537 1,118 102,927 8" 38,410 44,062 133,915 119,261 99,197 151,155 23,773 609,773 10" 516 773 4,878 1,250 9,294 16,861 134 33,706 12" 0 1,779 2,607 4,389 2,758 6,556 2,812 20,901 14" 0 102 448 0 641 221 0 1,412 15" 330 1,222 768 3,368 718 6,943 894 14,243 16" 0 285 0 0 0 1,594 0 1,879 18" 327 962 938 3,425 3,857 9,123 870 19,502 20" 0 0 0 0 1,720 0 0 1,720 21" 0 5,478 309 506 775 3,830 0 10,898 24" 95 952 1,141 2,053 4,038 9,436 1,338 19,053 27" 0 0 0 0 288 380 0 668 30" 0 656 779 701 1,003 5,117 350 8,606 33" 0 144 0 0 44 0 0 188 36" 0 40 882 40 1,448 1,364 386 4,160 39" 0 0 0 190 0 0 0 190 42" 0 61 0 180 1,166 332 0 1,739 48" 0 0 0 0 574 0 62 636 54" 0 0 0 0 214 0 0 214 60" 0 0 542 0 483 0 0 1,025 Total 41,346 61,059 155,456 144,017 164,376 255,449 31,737* 853,440 " .. Nu-Line Technologies,l`l(uK, ` `NLI�LINE 102 Second Street SUffie � s .;� .. i ✓ r+ 4c Encinitase CA 92024 1.5 www.nulinetech net i Nationwide Mutual Insurance Company Home Office: Columbus, Ohio Surety Administrative Office: On Your Side' 7 World Trade Center, 371h Floor 250 Greenwich Street New York, NY 10007-0033 BID BOND KNOW ALL MEN BY THESE PRESENTS: That NU LINE TECHNOLOGIES, LLC (hereinafter called the Principal) as Principal, and the Nationwide Mutual Insurance Company, a corporation created and existing under the laws of the State of Ohio, as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH (hereinafter called the Obligee) in the full and just sum of TEN PERCENT OF GREATER AMOUNT BID Dollars($10% ), good and lawful money of the United States of America, to the pay- ments of which sum of money well and truly to be made, the said Principal and Surety bind themselves, their and each of their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Signed, sealed and dated this 1ST day of JUNE A.D. 2022 THE CONDITION OF THIS OBLIGATION IS SUCH, That, if the Obligee shall make any award within sixty (60) days to the Principal for FY 2021/22 SEWER LINING PROJECT according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond,then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. In Testimony Whereof, the Principal and Surety have caused these presents to be duly signed and sealed. Witness: NU LINE TECHNOLOGIES, LLC (If Individual or Firm) Principal's Name Attest: (If Corporation) (Principal's Signa ture) TECH, JR., PARTNER (Seal) Nationwide Muom an (Surety) By: (a C LYN DRIGUEZ,Attorney-in-Fact ,yv SNP-T-5(12-13) Page 1 of 1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of SAN DIEGO On 6/1/2022 before me, SANDRA FIGUEROA, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared TRACY LYNN RODRIGUEZ Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons)whose name(s}is/are subscribed to the within instrument and acknowledged to me that#e/she/t#tey executed the same in#is/her/their authorized capacity(ies), and that by+/herA eif signature(s)on the instrument the person(s), or the entity upon behalf of which the person(a)acted,executed the instrument. I certify under PENALTY OF PERJURY under the SANDRA FIGUEBOA-1 laws of the State of California that the foregoing COMM.#2334108 paragraph is true and correct. r SAN DIEGO COUNTY ` NOTARY PUBLIC-CALIFORMAZ WITNESS my hand and official seal. MY COMMISSION EXPIRES ' SEPTEMBER 22,2024 Signature Place Notary Seal and/or Stamp Above Signature of N ary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: TRACY LYNN RODRIGUEZ Signer's Name: ❑Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual 0 Attorney in Fact ❑ Individual ❑ Attorney in Fad ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ©2017 National Notary Association Power of Attorney KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide Mutual Insurance Company,an Ohio corporation hereinafter referred to severally as the"Company"and collectively as"the Companies"does hereby make,constitute and appoint: HELEN MALONEY;JOHN G MALONEY;MARK D IATAROLA;SANDRA FIGUEROA;TRACY LYNN RODRIGUEZ; each in their individual capacity,its true and lawful attorney-in-fact,with full power and authority to sign,seal,and execute on its behalf any and all bonds and undertakings,and other obligatory instruments of similar nature,in penalties not exceeding the sum of UNLIMITED and to bind the Company thereby,as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company;and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company: "RESOLVED,that the president,or any vice president be,and each hereby is,authorized and empowered to appoint attorneys-in-fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds,forms,applications,memorandums,undertakings, recognizances,transfers,contracts of indemnity,policies,contracts guaranteeing the fidelity of persons holding positions of public or private trust,and other writings obligatory in nature that the business of the Company may require;and to modify or revoke,with or without cause,any such appointment or authority;provided,however,that the authority granted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company." "RESOLVED FURTHER,that such attorneys-in-fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them,and to affix the seal of the Company thereto;provided,however,that said seal shall not be necessary for the validity of any such documents." This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments.Any vice president,any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents,instruments,contracts,or other papers in connection with the operation of the business of the company in addition to the chairman of the board,the chief executive officer,president,treasurer or secretary;provided,however,the signature of any of them may be printed,engraved,or stamped on any approved document,contract,instrument,or other papers of the Company. IN WITNESS WHEREOF,the Company has caused this instrument to be sealed and duly attested by the signature of its officer the 20th day of August,2021. 4471 Antonio C.Albanese,Vice President of Nationwide Mutual Insurance Company ACKNOWLEDGMENT +ituu+rr� � STATE OF NEW YORK COUNTY OF NEW YORK:ss / On this 20th day of August,2021,before me came the above-named officer for the Company t x�j aforesaid,to me personally known to be the officer described in and who executed the preceding SEAL:, instrument,and he acknowledged the execution of the same,and being by me duly sworn,deposes and says,that he is the officer of the Company aforesaid,that the seal affixed APF o1 �¢ hereto is the corporate seal of said Company,and the said corporate seal and his signature were iiis,\�'�' duly affixed and subscribed to said instrument by the authority and direction of said Company. j Stephanie Rubino McArthur Notary Public,State of New York No.02MC6270117 Qualified in New York County Notary Public Commission Expires October 19 2024 My Commission Expires October 19,2024 CERTIFICATE I,Laura B.Guy,Assistant Secretary of the Company,do hereby certify that the foregoing is a full,true and correct copy of the original power of attorney issued by the Company;that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner;that said Antonio C.Albanese was on the date of the execution of the foregoing power of attorney the duly elected officer of the Company,and the corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors;and the foregoing power of attorney is still in full force and effect. IN WITNESS WHEREOF,I have hereunto subscribed my name as Assistant Secretary,and affixed the corporate seal of said Company this IST day of It1r1E zozz (�P(aa4p_ Assistant Secretary BDJ 1(08-21)00 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) county of San Diego ) On 6 3 , before me, Arthur Patrick Arquilla, Notary Public Date m /� ere Ins��me nd Title of the Officer � Personally appeared Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s is re subscribed to the within instrument and acknowledged to me that<ie he/they executed the same' is er/their authorized capacity(ies),and that b c{�isAer/theirsignature(s)on the instrumentthe person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY underthe laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand a�fficial seal. •._. ARTRA PATRICK ARQUIUA cor m.$23e6204 - NOTARYPUBUC-CAUFORNIA Signature SAN DIEGO COUNTY M,Car-E*a Signature Nota Public Place Notary Seal Above ------------------—-----------------------------------------OPTIONAL----------------------------------------------------------- Though this section is optional,completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document Document Date Number of Pages Signer(s)Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name Signer's Name Corporate Officer—Title(s) Corporate Officer—Titles) Partner []Limited E]General Partner 0 Limited General Q Individual []Attorney in Fact Individual r.7 Attorney in Fact Trustee ®Guardian or Conservator rl Trustee D Guardian or Conservator' Other 11 Other Signer Is Representing Signer Is Representing ©201"Nations!Notary"ssociation 3 tivwvv.NatianalNotary.org 1-oti0-US NOTARY(1-000-870-6827) Item5907 NU LINE TecMolog-LLC To: City of Huntington Beach Nu Line Technologies,LLC 2000 Main Street 102 Second Street Suite B. Huntington Beach,CA 92648 Encinitas,CA 92024 OFFICIAL BID SECURITY - DO NOT OPEN FY 2021/22 Sewer Lining Project BID DATE: June 07th, 2022 at 11:OOam City of Huntington Beach °�. 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Ffe•1).1909 *� � Office of the City Clerk Robin Estanislau, City Clerk August 1, 2022 Southwest Pipeline and Trenchless Corp. 22118 South Vermont Avenue Torrance, CA 90502 RE: FY 2021/22 Sewer Lining Project—CC No. 1694 Enclosed please find your two original bid bonds for CC No. 1694 Sincerely, 4440L., �&�dnoj� Robin Estanislau, CMC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of FY 2021/22 SEWER LINING PROJECT CC No.1694 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Electronic Bids, the undersigned hereby proposes and agrees to perform all the work therein described,and to furnish all labor,material,equipment and incident insurance necessary therefor,in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach,and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days,starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award,BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses,taxes,royalties, fees, etc.,and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded,the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may,at the AGENCY'S option,be considered null and void. proposal Bid Bond 10'/0 of Accompanyingthis ro osal of bid,find in the amount of Amount Bid which said amount is not less than 10%of the aggregate of the total bid price, as required by the Notice Inviting Electronic Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check",or"Bidder's Bond for %",as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here,if any: Addenda No. Date Received Bidder's Signature �cn C-2 SECTION C PROJECT BID SCHEDULE A FY 21/22 SEWER LINING PROJECT CC1694 BID ITEMS �1 _�_ -- -----D. Peod I TTa I 1; 1 Mobilization and Demobilization 1 Ls $15,000.00 $ 15000.00 2 NOT USED 3 Construction Traffic Control 1 Ls $7,500.00 $ 7,500.00 Cleaning and dosed Circuit Television inspection of&inch 4 sewer main per specifications section 500-3.3 and 500-3.4 25,578 $2.00 $ 51,152.00 Cleaning and Closed Circuit Television Inspection of 12-inch 8 sewer main per specifications section 500-3.3 and 500-3.4 11 LF $10.00 $ 110.00 9 Install Liner within 54nch Sewer Main and Post video 36.00 920,736.00 Inspection of 8-inch sewer main. 25,576 LF $ $ 7 Install Liner within 124nch sewer main and Post video 400.00 4,400.00 Inspection of 12"sewer main 11 LF $ $ 8 Grind and Re-open Sewer Service Lateral 684 EA $35.00 $ 23,940.00 9 Manhole Rehabilitation(Depth 8-feet) 115 EA $1,830.00 $ 210,450.00 10 Install Manhole Uner on Manholes Previously Adjusted to 25 EA $975.00 $ 24,375.00 Grade(24-Inch Lining) Calcium or Root Removal In 84nch Sewer Main,Heavy 11 Cleaning,Restoration of the Pipeline to 95%of Original 1.00 19,182.00 Diameter. 19,182 LF $ $ Calcium or root removal in 124nch sewer main,Heavy 12 Cleaning,restoration of the pipeline to 950A of original diameter. 11 $10.00 $ 110.00 TOTAL BID AMOUNT(BASIS OF AWARD)—SCHEDULE A $1,276,955.00 TOTAL BID AMOUNT IN WORDS: One Million two hundred seventy six thousand nine hundred fifty five dollars. Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension,the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C 2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater,and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Item(s) Subcontractor License Registration# Amount Contract Number 19, 10 Zebron 855170 C 1000004993 17% PO Box 2874 ��s,sso.00 Newport Beach CA 92659 By submission of this proposal,the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C.3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 6-6-22 ,at Torrance CA Date City, State Justin Duchaneau , being first duly sworn, deposes and says that he or she is President of Southwest Pipeline and Trenchiess Corp. the ply making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true;and,further,that the bidder has not,directly or indirectly,submitted his or her bid price or any breakdown thereof,or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation,partnership,company association,organization,bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Ze est Pipeline and Trenchiess Corp. of Bidder ure of Bidder 22118 Vermont Ave,Torrance,CA 90502 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2021/22 SEWER LINING PROJECT, (1){we}(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term"Qualified Person" is defined in Title 8,California Administrative Code, Section 2700,as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved" The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. South est Pipeline and Trench(ess Corp. Con for By Justin Duchaineau-President Title Date: 6-6-22 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162,the Bidder shall complete,under penalty of perjury,the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified,removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? 0 Yes M(No If the answer is yes,explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code,each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. ISoutht Pi eline and Trenchless Cor By Justin Du cha i neau-P resident Title Date: 6-6-22 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Southwest Pipeline and Trenchless Corp. Bidder Name 22118 Vermont Ave Business Address Torrance,California 90502 City, State Zip 310}329-8717 justin@swpipeline.com Telephone Number Email Address Lic:773862 Class:A State Contractor's License No.and Class 01-31-1998 Original Date Issued Exp: 1-31-2024 Expiration Date Oe work site and video CCTV footage of existing sewer lines were inspected by of our office on ,tune 3rd ,2022 6.z The following are persons,firms,and corporations having a principal interest in this proposal: Justin Duchaineau-President Robert Bolger-Secretary Koji Kuwada-Treasurer The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with th ans d specifications set forth. South est Pipeline and Trenchless Corp. Co any Name Zt",�� - , Si ture of Bidder Justin Duchaineau-President Printed or Typed Signature C-8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the doc rnent to which this certificate Is attached,and not the buthtulness,accuracy,or validity of that document. State of California ) County of of Lob Ageies ) On 6^ i " 2 2 before me, Robert Bolger.Notary Public Date Here Insert Name and Title of the Officer personally appeared Justin Duchaineau Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. i� AIDa0«ER Los a ;n &LACY l� l iC ,k c°'^Tu;,,, ��ry Signature • Y tomm �,n w 3c c� ! ignature of Notary Public 1C16 Place Notary Seal Above OPTIONAL 71hough this section Is optional, completing this Information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signers) Other Than Named Above: Capacity(tes)Claimed by Signers) Signer's Name: Signer's Name: ❑Corporate Officer—Trtie(s): ❑Corporate Officer—Title(s): ❑Partner— ❑Limited ❑General ❑Partner— ❑Limited ❑General ❑Individual ❑Attorney in Fact ❑Individual ❑Attorney In Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other. ❑ Other. Signer Is Representing: Signer Is Representing: 02015 National Notary Association•www.NaHonalNotary.org•1-800-US NOTARY(1-800-876-6827) hem#5907 NOTARY CERTIFICATE Subscribed and sworn to before me this_day of ,202_. A notary public or other officer completing this certificate verifies only identity of the individual who signed the document, to which this certificate is a ed, and not the truthfulness,accuracy,or validity of that document. State of ) County of ) On before me, Month,Day,and Year Insert Name and Title of Notary personally appeared ame(s)of Signer(s) who proved to me on the basis of sat' actory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument d ac)mowledged to me that he/she/they executed the same in his/her/their authorized capaci ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon be if of which the person(s)acted,executed the instrument. I certify under PENALTY F PERJURY under the laws of the State of California that the foregoing paragraph is tru and correct. WITNESS my hand official seal. Si Signature ofNotary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1. City of Pasadena 100 North Garfield Ave,Pasadena CA 91101 Name and Address of Public Agency Name and Telephone No.of Project Manager: Miriam Carter Tel.626-744-6736 $1,763,604.80 Sewer Rehabiltation using CIPP 812019 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP 291'of 6",32,191'of 8",2,165'of 10",7,442'of 12"125;Install Top Hats;Rehabilitate 16 Manholes 2. City of West Hollywood 8300 Santa Monica Blvd.,West Hollywood,CA 90069 Name and Address of Public Agency Name and Telephone No.of Project Manager: Kieler Smith Tel;949-892-8330 $861,158.50 Sewer Rehabilitation using CIPP methode 122019 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP 4,354'of 8",323'of 10",300'of 12", 158 Top Hats 3. Napa Sanitation District 1515 Soscol Ferry Road, Napa CA 94558 Name and Address of Public Agency Name and Telephone No.of Project Manager: Ka4 ono Tel.707-258-6013 $4,719,546.00 Sewer Rehabilitation using CIPP methode 32019 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP 32,584 If of 6",8",10",12",14",18"Sewer Main C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager,and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1. Dan McCoy Name of proposed Project Manager Telephone No.of proposed Project Manager: 310-329-8717 CIPP:8207LF 6",3826LF 8",255LF 10",2094LF 12" 1012016 Sewer Main Rehabilitation FY15 $998,805.25 508LF 15",82OLF 16",8 Top Hats Project Name&Contract Amount Type of Work Date Completed Sewer Main Lining Various Locations 2017 BM17-113 $419,730.00 CIPP:720OLF 8%59OLF 10",290OLF 12"Top Hat 80 1112017 Project Name&Contract Amount Type of Work Date Completed Pipeline Rehabilitation AN-1 $3,971,456.40 CIPP 40,412 If of 8%1060 Top Hats 6/2019 Project Name&Contract Amount Type of Work Date Completed 2. Edward Mandquez Name of proposed Superintendent Telephone No.of proposed Superintendent: 310-261-0761 Citywide CMP Lining and Rehabilitation CIPP 175'of 18",96 of 24",45'of Program 2018(CIP 2017-20) $1,395,060.00 1 �5� ".1,705'of 42" 9/2019 Project Name&Contract Amount Type of Work Date Completed 9709-Sanitary Sewer Repairs CIPP 4,223'of 10",12',16, 2017-18-Package 111 $2,174.891.00 552'of 21" 9/2018 Project Name&Contract Amount Type of Work Date Completed Annual Rehabilitation Program, Main Sewer Lining. FY 2016-2017 and FY 2017-2018 $592,823.75 CIPP 1,057'of 6",20.343 of 8", 6/2019 Project No.1-S-16 1233'of 10" Project Name&Contract Amount Type of Work Date Completed C-11 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854(citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July I through June 30 state fiscal year) with the California Department of Industrial Relations(DIR).Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublieWorks/SB854FactSheet 6.30.14.pdf DIR's Contractor Registration Link—Call(844)522-6734 https.//efiling.dir.ca.gov/PWCR/ActionServlet?action--displayPWCRegistrationFornl DIR's Contractor Registration searchable database: https-//efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on,be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. ISouthwe Pipeline and Trenchless Corp. ontracto y Justin@swpipeline.com Email Justin Duchaineau-President Title Date: 6-6-22 PWC Registration#: 1000002176 C-12 National CC)Liner Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:HB Location:HB Owner:HB Line Segment(s):HIS Design Assumptions: 0 Shaded cells are user-defined Condition of host pipe FD PD=partially deteriorated,FD=fully deteriorated Inside diameter of host pipe(in) D= 8 Ovality of host pipe(%) q= 2.0 Default value is 2%;range=0%-10% Slope of host pipe(ft/ft) S= 0.190 Host pipe Manning's roughness(dimensionless) n,= 0-015 varies from 0.013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nr= 0.010 varies from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M, = 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive M, strength(q„) Description Blowsift(per ASTM Description tonsisf kPa psi kPa 1 ' D1586) Y` >0-1 nry, ve loose >0-0,125 0-13 ve ve soft ..........50 0.3 ..._?...:? verX,loose.._..... 0.125-0.25 ......._13..-25.............-verX soft...............-.200...............1:4...._... ................ ..................__.-.._... ......................._....._..._.I.._. 2-4 0.25-0.50 25-50 soft 700 4.8 4-8 loose 0.50-1.0 50-100 medium 1,500 10.3 .8-15 sli�hlly compact 1.0-2.0 100-NO: O stiff 3,000 20.7 ........ .........wmpact........._.._....-...._�1.-_4:�.._...._......200-400............very stiff._...._......._5,000..._...._._34:5..._... - 30 50 dense 4.0-6.0 400 600 hard 10,000 69.0 ............................................................._...-...-.......................-....._._...._..............._..................................._-.........._........................_...._....._........._................... >50 very dense >6.0 >600 very hard 20,000 138.0 Flexural modulus of Eelasticity of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 Long-term retention of mechanical properties(%) 50% Default value is 50% Flexural modulus of elasticity of CIPP,long-term(psi) EL= 125,000 Determined from long-term retention% Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) 6a= 130 Applies to fully deteriorated designs only Unit weight of water(pcf) dw= 62.4 Depth of cover ift) H= 10.0 Measured from ground surface to top of pipe Height of groundwater(ft) H.= 7.0 Measured from top of pipe;Note:M water table is below top of pipe,input a negative numberl Internal vacuum pressure(psi) P„= 0.0 Default value is 0 Internal pressure(psi) P= 0.0 Pressure pipe applications only! If no pressure,input 0 Diameter of hole or opening in original pipe wall(in) d= 0.0 Pressure pipe applications only! If no pressure,input 0 Poisson's ratio of CIPP V- 0.30 Average value for CIPP per ASTM F1216 Flexural strength of CIPP,initial(psi) a,- 41500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) aL>. 21250 Determined from long-term retention% Tensile strength of CIPP,initial(psi) aT- 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-tern(psi) aTL' 1,500 Determined from long-term retention% Enhancement factor(dimensionless) K- 7.0 Minimum value recommended per ASTM F1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations(Highway Loads) Impact factor for traffic load(dimensionless) Irf From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(f?) ALL See table and figures below Total applied surface wheel load(lb) PLw Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wLH wL=(P.Ir)/(144-ALL) Critical Loading Configurations for H2O loads r AASHTO Condition H,ft P,Iba ALL, 1 16,000 0.83+1.75H 1.67+1.75H 2 1.33 5 H<4.10 32,000 0.83+1.75 5.67+1.75H 3 4.10 5 H 48,000 (4.83+1.75H)(5.67+1.75H) �\O W YYh,nl Ln.M Arm. 0 Wh..l LO.d Area. aqr 's/'^•• ,J'~ /h•.-..Whoa:Loed A- WhaeiL tlA Wh IL' ! / N I Y a:nno.ma Law a,.. ) .ti' � soh;.� �,. l - o vdbm d Lo.d A..., Condition 1.Detributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-TWa H2O Trucks Passing Condition 3.Distributed Load Area-Alternate Loads in Passing Mode E80 Calculations(Railway Loads) E80 live load transferred to pipe at depth H(psi) W,= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,Sth Edition) 0 0000 00000 0000 0000 0 0000 -999 00 000 00000o0 _ o 0000 0000 000 o$,DUU lb per 0 35 0 0000 -N c OOOO N N N N u 30 S3 ...x mmmm :n u�.Nr.u><r mmmoo rn.nn.n lln ft > 25 20 a t 15 10 8 vim. a= ' 5'5'5' 9' 5'6'5' 8' 8'5'5'5' 9'5'6'5'5' - 5 a n 0 U a 0 10 20 30 `o Figure 4.30. Spacing of Wheel Loads Per Axis for a c Unit Load(psi) Cooper E 80 Design Loading, rn e x CIPP Design Template 3/29/2021 NEK CIPP Design Template 3/29/2021 NEK Airport Loads Modulus of elasticity of concrete(psi) E,= 4,000,000 default value is 4,000,000 Poisson's ratio of concrete(dimensionless) p= 0.15 default value is 0.15 CALIFORNIA BEARING RATIO,CBR Modulus of subgrade reaction(lb/in) k= 250 see adjacent figure 2 1 4- 5 6 7 8 310 15 20 25 30 40 50 80 7080 100 Thickness of concrete pavement(in) h= 12 Depth of cover,top of pipe to bottom of stab(ft) H- 9.0 UNIFIED 501L CLASSIFICATION Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) Corps of Engineers U-S.Army and x= 3 U.S.Bureau of Reclamation Radius of stiffness of the rigid pavement(ft) Rs= 3.27 R,=a 12 Eh Bureau ___ -`- Wheel load(lbs) Pu= 90,000 T AASHTO SOIL CLASSIFICATION Federal Highway Administration -- Worst-case loading scenario is for 2 loads spaced OAR,apart and is calculated below. I I - - I For ahemate loading conditions,see Concrete Pipe Handbook,5th Edition -- - Pressure Coefficient(C)for X/Rs=0 2 loads 0.8 Rs apart along FEDERAL AVIATION AGENCY - 0 25 axis If pipe Sod ClaaifiWtion I � I RESISTANCE VALUE R u 015 fif 01 � MODULUS OF SUBGRADE REACTION,k,psi pernch OZONE,, ii:✓�- zoo :sa 005 �j Wes= 2,7� I i BEARING VALUE,psi / C= 0.074 (30-in,dianwter plate,0 I-,ideflect on) s 0 0 2 4 6 8 10 CALIFORNIA BEARING RATIO,CBR H/Rs w coo Airport live load transferred to pipe at depth H(psi) wu= 0.00 wu=CP/R,2 Wall Thickness Design Partially Deteriorated Gravity Pipe Condition 0 C _ 1-q/100 Ovality reduction factor(dimensionless) C= 0.84 [1+q/100]2 External hydrostatic pressure from groundwater(psi) P.= 3.32 Pv,=y,,.(H,.+D/12)/144 D Minimum thickness required,hydrostatic buckling tt= 0.13 in I,= ASTM F1216,Equation X1.1 3.21 mm 2KE, C +1 Minimum thickness required,ovality check h= 0.08 in1.5- 9 .SDR-=-0 ASTM F1216,Equation X1.2 1.92 mm 100( 100) 100 P N SOR,= 106 If P„=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDR2 and 12: b= -0,510 c= -338.6288 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H(psi)= W,= 0.64 From live load calculations Water buoyancy factor(dimensionless) 1 = 0.77 Rv,=1-0.33(H,/H) (min.value=0.67) Note:If 1-1.0,use H,,=0 in this calculation Total external pressure on pipe(psi) qt= 10.91 4t=0.433H,.+8,HR,1144+W, Note:If H„<0,use K.=0 in this calculation Coefficient of elastic support(in-lb) B'- 0.304 B'=1/(1+4emoo) Minimum thickness required,Luscher's buckling equation to= 0.16 In r_ (Nq,�' D' 12 r ASTM F1216,Equation X1.3 3.94 mm [32-R,•B M. E,,.C] Minimum thickness required,pipe stiffness V= 0.13 in 3.35 mm t=D/(E/0.093.12)1- ASTM F1216,Equation X1 A Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure to=MOOO in tp=D/([(D/d)2_(5.33.a,/PN)]"+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall d/D= If d/D>1.83-(tr,/D)-A,ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(tp,/D)'n= and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check tw= in mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external t�= 0.00 In l,=D/((2-an/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure = 0.00 mm CIPP Walf Thickness Design Summary Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter(host pipe inside diameter) D= a in Minimum CIPP thickness calculated tok= 0.16 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity Row) 3.94 mm or greatest of X1.1,X1.2,X1.3,XI A and X1.7(pressure pipe) Minimum CIPP thickness recommended tin= 0.16 in Based on a maximum SDR=100 3.94 mm Nominal CIPP thickness to be supplied ta"= 4.5 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRciw= 45 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 3/29/2021 NEK Hydraulic Calculations CIPP inside diameter(in) Dr= 7.6 Flow area of host pipe(ft) /y= 0.35 Flow area of CIPP(f?) A'= 0.32 Capacity of host pipe(cfs) Qi= 4.57 Q=1.486-A-RH S112(Manning's Equation) Capacity of CIPP(cfs) Qr= 6.07 where RH=hydraulic radius=DA for pipe flowing full %increase/decrease in Flow Capacity AQ= 33% CIPP Design Template 3/29/2021 NEK National o Linea° Cured-in-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:HB Location:HB Owner:HB Line Segment(s):HB Design Assumptions: 0 Shaded cells are user-defined Condition of host pipe FD PD=partially deteriorated,FD=fully deteriorated Inside diameter of host pipe(in) D= 12 Ovality of host pipe("/o) q- 2.0 Default value is 2%;range=0%-10% Slope of host pipe(fVft) S= 0.190 Host pipe Manning's roughness(dimensionless) n,= 0.015 varies from 0,013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) of.= 0.010 varies from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) Ma„= 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive Ma„ strength(q.) Description ,,.. Blowstft(per ASTM asx, Description tonalsf kPa poi kPa 586 �-D1 Y > - > - 0 03........... 0 1 _,verX„very,loose_„_,,,.... 0 0'125 0-.13 ,very_very soN...........5 1-2 very loose 0.125-0 25 13-25 very soft 200 1.4 f^. .............._...1.........._......- -...._....._ ..........................................._.-....._...._...._........_...._ ........................................_... ........................=.4...................._.... ..... ........ _........._.._0.36.�.5............_...2....-_50..................._soft.............._.........._700........_....4.8...._... 4-8 loose 0.50-1.0 50-100 medium 1,500 10.3 r .................._8.._�5....._.__... slightly compact...._....- 1.0-2.0 100-200 ......._stiff..........._......._3,000..._...-._20:7..._... 15-30 .._........_compact......................_2_0=4.6.._..........__200-.400...........very stiff.............._5r000........._34:5..._... 30-50 dense 4.0-t3.0 400 600 hard 10,000 69.0 .._....._......_.......................................................................................................................>6011............-va.....hard_............20,000._......138.0_... >50 very dense >6.0 ry Flexural modulus of Eelasticity of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 Long-tens retention of mechanical properties(%) 50% Default value is 50% Flexural modulus of elasticity of CIPP,long-term(psi) EL= 125,000 Determined from long-term retention% Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) 8.= 130 Applies to fully deteriorated designs only Unit weight of water(pcf) 8„= 62.4 Depth of cover(ft) H= 15.0 Measured from ground surface to top of pipe Height of groundwater(R) H.- 7.0 Measured from top of pipe;Note:If water table is below top of pipe,input a negative numberl Internal vacuum pressure(psi) Pa,= 0.0 Default value is 0 Internal pressure(psi) P= 0.0 Pressure pipe applications only! If no pressure,input 0 Diameter of hole or opening in original pipe wall(in) of= 0.0 Pressure pipe applications only! If no pressure,input 0 Poisson's ratio of CIPP v- 0.30 Average value for CIPP per ASTM F1216 Flexural strength of CIPP,initial(psi) a,- 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) aL' 2,250 Determined from long-term retention% Tensile strength of CIPP,initial(psi) aT aa 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) aTL- 1,500 Determined from long-term retention% Enhancement factor(dimensionless) K= 7.0 Minimum value recommended per ASTM F1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations(Hiolaway Loads) Impact factor for traffic load(dimensionless) Ir= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(f?) ALL= 992.1 See table and figures below Total applied surface wheel load(lb) P.= 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wLH= 0.3 wL=(P-Iry(144-ALL) Critical Loading Configurations for H2O loads r AAS Condition f P6,labs HTA fe , 001 .3 0.83+1.75H 1.67+1.75H 2 1.33 5 H<4.10 32,000 0.83+1.75 5.67+1.75H 3 4.10 5 H 48,000 (4.83+1.75H)(5.67+1.75H) WhoalL adA WtM LoadAm, o J 0�7f Load P.n Wheal Load A •1 WhM L­Aws ,6}���/ l,D d Lned Am. .F �o- ft+ tc b{ a anibatxd Load A� ! '- Dirtiibuted Load A­ Condition - \r..a >5 ,�, Hf Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condition 3.Distributed Load Area-Alternate Loads in Passing Mode E80 Calculations(Railway Loads) E80 live load transferred to pipe at depth H(psi) W,= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,5th Edition) 0 0000 00000 0000 000 0 0000 00 m. 0 0000 0 00 0 0 0000 0000 0000 00008,00016per O 35 O 0000 NtVNO 0000 NNNN n .M l.� i mmmm :n�{n u�v mmmm muTm.n tin it F 25 n r, l• -- i 20 r L 'a= i o ' 8' 5'5'5' 9' 5'6'5' 8' 8'5'5 5' 9'5'6'5'5' 0 a,. 0 10u 20 30 `o Figure 4.30. Spacing of Wheel loads Per Axle for a E Unit Load(psi) Cooper E 6o Design Loadirlq. 2. CIPP Design Template 3/29/2021 NEK CIPP Design Template 3/29/2021 NEK Airport Loads Modulus of elasticity of concrete(psi) Ec= 4,000,000 default value is 4,000,000 Poisson's ratio of concrete(dimensionless) p= 0.15 default value is 0.15 CALIFORNIA BEARING RATIO,CBR Modulus of subgrade reaction(lb/in) k= 250 see adjacent figure y -_5..__6 7 8 910 15 20 25 30 40 50 80 1080 1011 Thickness of concrete pavement(in) h= 12 1 1 -f Depth of cover,top of pipe to bottom of slab(ft) H= 14.0 UNIFIED SOIL CLASSIFICATION I I Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) Corps of Engineers U.S.Army I and El'13 US.Bureau of Reclamation Radius of stiffness of the rigid pavement(ft) Rs=4 121-µ2 Wheel load(lbs) Pu= 90,000 AASHTO SOIL CLASSIFICATION Federal Highway Adminial tion - Worst-case loading scenario is for 2 loads spaced 0.8R,apart and is calculated below. For alternate loading conditions,see Concrete Pipe Handbook,5th Edition Pressure Coefficient(C)for X/Rs=0 2 loads 0.8 RsaC -' apt along FEDERAL AVIATION AGENCY 0 25 ,, _ exit of pipe Soil Cl-ifirasion 02 gN RESISTANCE VALUE,R 0.15 a MODULUS OF SUBGRAOE 0 1 REACT70N,k, psi per mch � is i i :oo eaa 0.05 ^yr HIR,= 4.288 BEARING VALUE,as C- 0.038 (30 ir d a eter plat,,O.I-in.deflecunn) 0 0 2 4 6 8 10 CALIFORNIA BEARING RATIO,CBR :...... io a�_i ._._...:......._.� HRta a io �a eo so coo Airport live load transferred to pipe at depth H(psi) wu= 0.00 wu=CP/R,' Wall Thickness Design Partially Deteriorated Gravity Pipe Condition s C_ 1-q/100 Ovality reduction factor(dimensionless) C= 0.84 -([1+q/10012 External hydrostatic pressure from groundwater(psi) P.= 3.47 P,.=y,_(H„+D/12)/144 D Minimum thickness required,hydrostatic buckling tt= 0.19 in t,_ ASTM F1216,Equation X1.1 4.88 mm 2 K E, C 1I 1 Minimum thickness required,ovality check ti= 0.12 in 1.511111 4 1+q lI SDR'-0.5 1+ 4 SDR-==0 ASTM F1216,Equation X1.2 = 2.94 mm 100( 100J 100 P IN SDR2= 104 If P„=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDR2 and tz: b= -0.510 c= -324.5192 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H(psi)= W.= 0.34 From live load calculations Water buoyancy factor(dimensionless) R„= 0.85 R„=1-0.33(H,/H) (min.value=0.67) Note:If H„<O,use H„-0 in this calculation Total external pressure on pipe(psi) qt= 15.26 ct=0.433H„+S,HR,/144+W, Note:If H„<O,use H.=0 in this calculation Coefficient of elastic support(in-lb) B'= 0.367 B'=1/(1+4e-0'") Minimum thickness required,Luschers buckling equation to=F 0.27 In (Ar9,)2'D''12 ASTM F1216,Equation X1.3 t- = 8.73 mm [32R�-B-M„ EL-C] Minimum thickness required,pipe stiffness t4 in 5.02 mm t=D/(E/0.093-12)'n ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure to=WOOO in to=D/([(D/d)2.(5.33-,/PN))1'+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall dlD= If d/D�1.83-(tp/D)'r,ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(talD)in= and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check tat= in mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external fas= 0.00 In t�=D/((2on/PN)+2) ASTM F121fi,Equation X1.7 loads and the full internal pressure = 0.00 mm CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter(host pipe inside diameter) D= 12 in Minimum CIPP thickness calculated t.k= 0.27 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity Bow) 6.73 mm or greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended t i.= 027 in Based on a maximum SDR=100 6.73 mm Nominal CIPP thickness to be supplied tclw' 7.5 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRcl"= 41 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 3/29/2021 NEK Hydraulic Calculations CIPP inside diameter(in) Df= 11.4 Flow area of host pipe(ftZ) A= 0.79 Flow area of CIPP(ft) A,= 0.71 Capacity of host pipe(cfs) Q;= 13.46 Q=1.486.A-RH S"(Manning's Equation) Capacity of CIPP(cfs) 4r= 17.65 where RH=hydraulic radius=0/4 for pipe Flowing full %increase/decrease in Flow Capacity AQ= 31% CIPP Design Template 312912021 NEK Liner TEST RESULTS During the development stages of NATIONAL LINER, a multitude of test procedures were used to insure that liner would meet or exceed all ASTM requirements. NATIONAL LINER L.L.C. is using third party testing laboratories familiar with Cured-in-Place lining systems and consultants with expertise in the lining industry. Testing is an ongoing procedure and is continuing in both field and laboratory conditions. The tests results contained in this brochure are results of field installations or in a laboratory condition. 375 Williamstowne, Suite 102 Delafield, WI 53018 800-547-1235 AD o Vipel® L010-PPA Series Vinyl Ester Resin clr���M rm T�roff PRODUCT INFORMATION Vinyl Ester Based Resin for Underground Sewer Pipe Liners TYPICAL CAST MECHANICAL PROPERTIES (2)SEE BACK PAGE DESCRIPTION The Vipel® L010-PPA Series is a bi- Test Units of Measure Nominal Test Method sphenol-A epoxy-based resin vinyl ester Tensile Strength psi/MPa 13,800/95 ASTM D 638 resin dissolved in styrene. The Vipel L010-PPA Series provides the corrosion Tensile Modulus psi/GPa 540,000/3.7 ASTM D 638 resistance, durability and toughness that is required for cured in place pipe appli- Tensile Elongation % 4.6 ASTM D 638 cations. Refer to the AOC Corrosion Re- sistant Resin Guide for corrosion re- Flexural Strength psi/MPa 22,000/151 ASTM D 790 sistance information listed under Vipel Flexural Modulus psi/GPa 570,000/3.9 ASTM D 790 F010. Heat Distortion Temp. *F/*C @ 264 psi 234/112 ASTM D 648 BENEFITS Barcol Hardness >40 ASTM D 2583 The Vipel L010-PPA Series molecular architecture provides an excellent bal- *Typical properties are not to be construed as specifications. ance of corrosion and physical proper- ties. TYPICAL SEE BACK PAGE FEATURES `�uID PROPERTIES Meets requirements of California Test Units of Measure Nominal Greenbook Pickle Jar Test Viscosity @ 25*C/77*C, RVF Brookfield • Excellent catalyzed pot life Spindle#4 @ 20 RPM cps 5,000 • Superior mechanical properties Thix Index 2/20 - 4.3 Color - Opaque Specific Gravity @ 25*C/77*C - 1.07 Non-Violatiles % 62 Gel Time @ 140*F with (1.0% Di-(4-tert-butyl-cyclohexyl) peroxydicarbonarte and 0.5% tert-butyl peroxybensoate minutes 33 Pot Life @ 25*C/77*C(1% Di-(4-tert-butyl-cyclohexyl) peroxydicarbonate and+0.5% tert-butyl peroxybensoate hours 30 *Typical properties are not to be construed as specifications. a «« Vipel@ L010-PPA Series Polyester Resin PERFORMANCE GUIDELINES STORAGE STABILITY ISO 9001:2008 CERTIFIED A. Keep full strength catalyst levels Resins are stable for three months from The Quality Management Systems at between 1.0% - 3.0% of the total resin date of production when stored in the every AOC manufacturing facility have weight. original containers away from sunlight been certified as meeting ISO at no more than 25°C/77°F. 9001:2008 standards. This certification B. Maintain shop temperatures between recognizes that each AOC facility has 18°C/65°F and 32°C/90°F and humidity During the hot summer months, no an internationally accepted model in between 40% and 90%. Consistent more than two months stability at 30°C place for managing and assuring quali- shop conditions contribute to consistent /86°F should be anticipated. After ex- ty. We follow the practices set forth in gel times and will help the fabricator tended storage, some drift may occur in this model to add value to the resins we make a high quality part. gel time and viscosity. make for our customers. Storage in plastic totes made out of materials such as polyethylene (PE) or FOOTNOTES polypropylene (PP), in particular trans- (1) The gel times shown are typical but may be affected by catalyst, promoter and inhibitor lucent PE/PP, will accelerate gel for- concentrations and resin, mold and shop mation and result In a significantly re- temperature. Variations in gelling characteristics duced storage stability. can be expected between different lots of catalysts and at extremely high humidities. Pigment and fillers can retard or accelerate Storage of this resin outdoors in translu- gelation. It is recommended that the fabricator cent plastic totes may reduce the stor- check the gelling characteristics of a small age stability to only a few weeks. AOC quantity of resin under actual operating cannot assume responsibility for gel conditions prior to use. formation under these storage condi- (2) Based on tests of Vipel F010-CNT-17 at tlons. 73°F/23°C and 50% relative humidity. All thixotropic resins should be mixed well prior to use. The use of thixotropy degrades the corrosion per- SAFETY formance of a resin in some chemical See appropriate Material Safety Data environments such as sodium chloride.All tests on Sheet for guidelines. unre inforced cured resin. Castings prepared using g 1.0/o MEKR .08/o Cobalt 6/o post cured 10 hours at 212°F/100°C using AOC test method X-12Ab. NORTH AMERICA LATIN AMERICA MIDDLE EAST Toll free:+1 866 319 8827 +01 863 815 5016 +44 1206 390415 northamerica@aoc-resins.com latinamerica@aoc-resins.com middleeast@aoc-resins.com EUROPE AOC UK LTD. INDIA ASIA/AUSTRALIA Pub.No.AOC-Vipel®Loio-PPA +44 1206 390415 +44 01206 390400 +44 1206 390415 +44 1206 390415 europe@aoc-resins.com salesUK@aoc-resins.com india@aoc-resins.com asia@aoc-resins.com Effective Date:April,2014 SAFETY DATA SHEET AD Date of issue: 05/26/2015 Date of previous issue: 0412012015 14 om 1.C�to LI@Rat TP.chrW10fly Section 1. Identification Product name L010-PPA-33 Product type Vinyl Ester Resin Chemical family Aromatic. MSDS no. NA-1504:1126 (Version: 1.1) Relevant identified uses of the substance or mixture and uses advised against Identified uses Used in the manufacture of thermoset plastic parts. Uses advised against No additional information. Supplier's details AOC,LLC 955 Highway 57 East Collierville,TN 38017 Website: www.aoc-resins.com Phone Number: (901)854-2800 Hours: 8AM-5pm(Central Time)Mon-Friday Emergency telephone number(with CHEMTREC(US):24 hours/7 days(800)424-9300 hours of operation) CANUTEC(Canada):24 hours/7 days(613)996-6666 Section 2. Hazards identification OSHA/HCS status This material is considered hazardous by the OSHA Hazard Communication Standard(29 CFR 1910.1200). Classification of the substance or mixture Flammable liquid and vapor.—Category 3, H226 Acute toxicity—Inhalation—Category 4,H332 Eye irritation—Category 2,H319 Skin irritation—Category 2, H315 STOT-SE=Specific Target Organ Toxicity-Single Exposure—Category 3, H335 STOT-RE=Specific Target Organ Toxicity-Repeated Exposure—Category 1,H372 GHS label elements Hazard pictograms • Signal word Danger Hazard statements H226: Flammable liquid and vapor. H332: Harmful if inhaled. H319: Causes serious eye irritation. H315: Causes skin irritation. H335: May cause respiratory irritation. H372: Causes damage to organs through prolonged or repeated exposure if inhaled. Precautionary statements General P101: If medical advice is needed,have product container or label at hand. P102: Keep out of reach of children. L010-PPA-33 Page:1 of 10 Section 2. Hazards identification Prevention P210: Keep away from heat/sparks/open flames/hot surfaces.-No smoking. P233: Keep container tightly closed. P240: Ground/bond container and receiving equipment. P241: Use explosion-proof electrical/ventilating/lighting/material-handling equipment. P242: Use only non-sparking tools. P243: Take precautionary measures against static discharge. P264: Wash hands thoroughly after handling. P270: Do not eat,drink or smoke when using this product. P271: Use only outdoors or in a well-ventilated area. P280: Wear protective gloves/protective clothing/eye protection/face protection. P261: Do not breathe vapor or mist. Response P370+P378 In case of fire: Use DRY chemicals,CO2,water spray or foam. P308+P313 IF exposed or concerned: Get medical attention. P304+P340+P312: IF INHALED: Remove victim to fresh air and keep at rest in a position comfortable for breathing. Call a POISON CENTER or physician if you feel unwell. P303+P361 +P353: IF ON SKIN(or hair): Take off immediately all contaminated clothing. Rinse skin with water or shower. P333+P313: If skin irritation occurs: Get medical attention/advice. P305+P351 +P338: IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses,if present and easy to do.Continue rinsing. P337+P313: If eye irritation persists: Get medical attention/advice. P391: Collect spillage. Storage P403+P235: Store in a well-ventilated place. Keep cool. P233: Keep container tightly closed. P405: Store locked up. Disposal P501: Dispose of contents and container in accordance with all local, regional, national and international regulations. Hazards not otherwise classified None known. Section 3. Composition/information on ingredients Substance/mixture Mixture Ingredient name CAS number % Styrene 100-42-5 40.5 Silica,Amorphous 7631-86-9 >_3-<5 There are no additional ingredients present which,within the current knowledge of the supplier and in the concentrations applicable, are classified as hazardous to health or the environment and hence require reporting in this section. Occupational exposure limits,if available,are listed in Section 8. Section 4. First aid measures Description of necessary first aid measures Eye contact Immediately flush eyes with plenty of water for at least 15 minutes,occasionally lifting the upper and lower eyelids. Use of buffered baby shampoo will aid in removal. If irritation persists,get medical attention. Inhalation Move the victim to a safe area as soon as possible. Allow the victim to rest in a well-ventilated area. If breathing is difficult, give oxygen. If the victim is not breathing, perform mouth-to-mouth resuscitation. Seek immediate medical attention. Skin contact In case of contact, immediately flush skin with plenty of water. Remove contaminated clothing and shoes. If irritation persists,seek medical attention. Wash contaminated clothing before reuse. Clean shoes thoroughly before reuse. Ingestion L010-PPA-33 Page:2 of 10 Section 4. First aid measures Wash out mouth with water. Remove dentures if any. Stop if the exposed person feels sick as vomiting may be dangerous. Do not induce vomiting unless directed to do so by medical personnel. If vomiting occurs, the head should be kept low so that vomit does not enter the lungs. Seek immediate medical attention. Most important symptoms/effects.acute and delayed Eye contact Causes serious eye irritation. Inhalation Harmful if inhaled. May cause respiratory irritation. Skin contact Causes skin irritation. Ingestion Irritating to mouth,throat and stomach. Over-exposure signs/symptoms Eye contact Adverse symptoms may include the following: pain or irritation, watering, redness. Inhalation Adverse symptoms may include the following: respiratory tract irritation, coughing. Skin contact Adverse symptoms may include the following: irritation, redness. Ingestion Adverse symptoms may include the following: Irritating to mouth,throat and stomach.. Indication of immediate medical attention and special treatment needed,if necessary Notes to physician Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. See toxicological information (Section 11) Section 5. Fire-fighting measures Extinguishing media Suitable extinguishing media Use dry chemical,COz,water spray(fog)or foam. Unsuitable extinguishing media Do not use water jet. Specific hazards arising from the chemical Flammable liquid and vapor. In a fire or if heated,a pressure increase will occur and the container may burst,with the risk of a subsequent explosion. The vapor/gas is heavier than air and will spread along the ground. Vapors may accumulate in low or confined areas or travel a considerable distance to a source of ignition and flash back. Runoff to sewer may create fire or explosion hazard. This material is harmful to aquatic life with long lasting effects. Fire water contaminated with this material must be contained and prevented from being discharged to any waterway,sewer or drain. Hazardous thermal decomposition products Decomposition products may include the following materials: carbon dioxide, carbon monoxide, sulfur oxides halogenated compounds, metal oxide/oxides Special protective actions for fire-fighters Fire water contaminated with this material must be contained and prevented from being discharged to any waterway,sewer or drain. Special protective equipment for fire-fighters Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus(SCBA)with a full face- piece operated in positive pressure mode. LO10-PPA-33 Page:3 of 10 Section 6. Accidental release measures Personal precautions,protective equipment and emergency procedures For non-emergency personnel No action shall be taken involving any personal risk or without suitable training. Evacuate surrounding areas. Do not touch or walk through spilled material. Shut off all ignition sources. No flares,smoking or flames in hazard area. Avoid breathing vapor or mist. Provide adequate ventilation. For emergency responders If specialised clothing is required to deal with the spillage,take note of any information in Section 8 on suitable and unsuitable materials. Wear appropriate respirator when ventilation is inadequate. Put on appropriate personal protective equipment. See also the information in"For non-emergency personnel'. Environmental precautions Avoid dispersal of spilled material and runoff and contact with soil,waterways,drains and sewers. Inform the relevant authorities if the product has caused environmental pollution(sewers,waterways,soil or air). Water polluting material. May be harmful to the environment if released in large quantities. Methods and materials for containment and cleaning up Small spill Stop leak if without risk. Move containers from spill area. Dilute with water and mop up if water-soluble. Alternatively, or if water-insoluble,absorb with an inert dry material and place in an appropriate waste disposal container. Use spark-proof tools and explosion-proof equipment. Dispose of via a licensed waste disposal contractor. Large spill Stop leak if without risk. Move containers from spill area. Approach release from upwind. Prevent entry into sewers,water courses,basements or confined areas. Wash spillages into an effluent treatment plant or proceed as follows. Contain and collect spillage with non-combustible,absorbent material e.g.sand,earth,vermiculite or diatomaceous earth and place in container for disposal according to local regulations(see Section 13). Use spark-proof tools and explosion-proof equipment. Dispose of via a licensed waste disposal contractor. Contaminated absorbent material may pose the same hazard as the spilled product. Note:see Section 1 for emergency contact information and Section 13 for waste disposal. Section 7. Handling and storage Precautions for safe handling Protective measures Put on appropriate personal protective equipment(see Section 8). Eating,drinking and smoking should be prohibited in areas where this material is handled,stored and processed. Workers should wash hands and face before eating,drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. Do not breathe vapor or mist. Do not ingest. Avoid contact with eyes,skin and clothing. Avoid release to the environment. Use only with adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Do not enter storage areas and confined spaces unless adequately ventilated. Keep in the original container or an approved alternative made from a compatible material,kept tightly closed when not in use. Store and use away from heat,sparks,open flame or any other ignition source. Use explosion-proof electrical(ventilating, lighting and material handling)equipment. Use only non-sparking tools. Take precautionary measures against electrostatic discharges. Empty containers retain product residue and can be hazardous. Do not reuse container. Advice on general occupational hygiene Eating,drinking and smoking should be prohibited in areas where this material is handled,stored and processed. Workers should wash hands and face before eating,drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. See also Section 8 for additional information on hygiene measures. Conditions for safe storage,including any incompatibilities Store in accordance with local regulations. Store in a segregated and approved area. Store in original container protected from direct sunlight in a dry,cool and well-ventilated area,away from incompatible materials(see Section 10)and food and drink. Eliminate all ignition sources. Segregate from oxidizing materials. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlabeled containers. Use appropriate containment to avoid environmental contamination. Refer to the product label and/or technical data sheet for further information. Section 8. Exposure controls/personal protection Control parameters Occupational exposure limits LO10-PPA-33 Page:4 of 10 Section 8. Exposure controls/personal protection Ingredient name Exposure limits Styrene ACGIH TLV(United States,312012).Absorbed through skin. TWA:20 ppm 8 hours. TWA:85 mg/m'8 hours. STEL:40 ppm 15 minutes. STEL:170 mg/m'15 minutes. OSHA PEL Z2(United States,11/2006). TWA:100 ppm 8 hours. AMP:600 ppm 5 minutes. CEIL:200 ppm NIOSH REL(United States,6/2009). TWA:50 ppm 10 hours.Form: TWA:215 mg/m'10 hours. STEL:100 ppm 15 minutes. STEL:425 mg/m'15 minutes. Silica,Amorphous NIOSH REL(United States,6/2009). TWA:6 mg/m'10 hours. Appropriate engineering controls Use only with adequate ventilation. Use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. The engineering controls also need to keep gas,vapor or dust concentrations below any lower explosive limits. Use explosion-proof ventilation equipment. Individual protection measures Hygiene measures Wash hands,forearms and face thoroughly after handling chemical products, before eating,smoking and using the lavatory and at the end of the working period. Appropriate techniques should be used to remove potentially contaminated clothing. Ensure that eyewash stations and safety showers are close to the workstation location. Eye/face protection Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes,mists or dusts. Hand protection Chemical-resistant, impervious gloves complying with an approved standard should be wom at all times when handling chemical products if a risk assessment indicates this is necessary. Body protection Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Other skin protection Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Respiratory protection Use a properly fitted,air-purifying or air-fed respirator complying with an approved standard if a risk assessment indicates this is necessary. Respirator selection must be based on known or anticipated exposure levels,the hazards of the product and the safe working limits of the selected respirator. ��W @0 Section 9. Physical and chemical properties Appearance Physical state Liquid. Color Amber. Odor Aromatic. Odor threshold 0.01 -0.1 ppm(Styrene) pH Not applicable. Melting point -23.8°F/-30.6°C(Styrene) Boiling point 293°F/145°C(Styrene) Flash point 88°F /31°C(Styrene) Evaporation rate <1 (Butyl acetate= 1) Flammability(solid,gas) Not applicable. Lower and upper explosive(flammable)limits Lower: 1.1% Upper: 6.1%(Styrene) Vapor pressure 5.0 mm Hg@ 68°F/20°C(Styrene) Vapor density 3.6(Air=1)(Styrene) L010-PPA-33 Page:5 of 10 Section 9. Physical and chemical properties Relative density 1.1 (Water=1) Solubility Slight. Partition coefficient:n-octanol/water Not available. Auto-ignition temperature 914°F/490°C(Styrene) Decomposition temperature Not available. Viscosity Not available. Molecular weight 10,000 to 15,000 Section 10. Stability and reactivity Reactivity No specific test data related to reactivity available for this product or its ingredients. Chemical stability The product is stable. Stable under recommended storage and handling conditions(see Section 7). Possibility of hazardous reactions Under normal conditions of storage and use,hazardous reactions will not occur. Conditions to avoid Sunlight,open flames and storage above 25'C. Avoid all possible sources of ignition(spark or flame). Do not pressurize,cut,weld,braze,solder,drill,grind or expose containers to heat or sources of ignition. Incompatible materials Reactive or incompatible with the following materials: oxidizing materials Hazardous decomposition products Under normal conditions of storage and use, hazardous decomposition products should not be produced. Section 11. Toxicological information Information on toxicological effects Acute toxicity Prod ucUing red ient name Result Species Dose Exposure Styrene LC50 Inhalation Gas. Rat 2770 ppm 4 hours LC50 Inhalation Vapor Rat 11800 mg/m' 4 hours LD50 Oral Rat 2650 mg/kg - Irritation/Corrosion Product/ingredient name Result Species Score Exposure Observation Styrene Eyes-Mild irritant Human - 50 parts per - million Eyes-Moderate irritant Rabbit - 24 hours 100 - milligrams Eyes-Severe irritant Rabbit - 100 milligrams - Skin-Mild irritant Rabbit - 500 milligrams - Skin-Moderate irritant Rabbit - 100 Percent - Silica,Amorphous Eyes-Mild irritant Rabbit - 24 hours 25 - milligrams Sensitization May cause sensitization by skin contact. Carcinogenicity Classification Product/ingredient name ACGIH IARC NTP Styrene 2B Reasonably anticipated to be a human carcinogen. Silica,Amorphous - 3 - LO10-PPA-33 Page:6 of 10 Section 11. Toxicological information 1) Negative Study A published study concluded that the mechanism for producing cancer in mice exposed to styrene is not applicable in human metabolism.(June 2013 Pharmacology&Toxicology 66(2013)) 2) Negative Study A recent update to an extensive study of reinforced plastic workers from 1948-1977 concluded that there was no coherent evidence that styrene exposure increased risk of cancer(March 2013 Epidemiology Vol. 24 Issue 2) 3) Positive Study Styrene induced pulmonary toxicity and carcinogenicity in mice was shown to be caused by a metabolite of styrene,probably styrene oxide.(Dec.2001 Toxicology Vol.169 Issue 2) Mutagenicity No mutagenic effect. Reproductive toxicity Not considered to be toxic to the reproductive system. Teratogenicity No known effect according to our database.. Specific target organ toxicity(single exposure) No known effect according to our database. Specific target organ toxicity(repeated exposure) A study of long term effects of workers exposed to styrene levels in the range of 25-35 ppm,8 hour TWA,indicated a possible mild hearing loss. Aspiration hazard No known effect according to our database. Potential acute health effects Eye contact Causes serious eye irritation. Inhalation Harmful if inhaled. May cause respiratory irritation. Skin contact Causes skin irritation. Ingestion Irritating to mouth,throat and stomach. Symptoms related to the physical,chemical and toxicological characteristics Eye contact Adverse symptoms may include the following: pain or irritation, watering, redness. Inhalation Adverse symptoms may include the following: respiratory tract irritation, coughing. Skin contact Adverse symptoms may include the following: irritation, redness. Ingestion Adverse symptoms may include the following: Irritating to mouth,throat and stomach.. Section 12. Ecological information Toxicity Product/ingredient name Result Species Exposure Styrene Acute EC50 4.7 mg/I Fresh water Daphnia-Daphnia magna 48 hours Acute LC50 4.02 mg/I Fresh water Fish-Pimephales promelas 96 hours Persistence and degradability Product/ingredient name Test Result Dose Inoculum Styrene EU 100%-Readily-1 days - - Product/ingredient name Aquatic half-life Photolysis Biodegradability Styrene - - Readily Bioaccumulative potential L010-PPA-33 Page:7 of 10 Section 12. Ecological information Product/ingredient name LogP_ BCF Potential Styrene 2.95 13.49 low Mobility in soil Soil/water partition coefficient(Koc) Not available. Other adverse effects No known effect according to our database. Section 13. Disposal considerations The information in this section contains generic advice and guidance.The list of Identified Uses in Section 1 should be consulted for any available use-specific information provided in the Exposure Scenario(s). Disposal methods The generation of waste should be avoided or minimized wherever possible. Empty containers or liners may retain some product residues. Dispose of surplus and non-recyclable products via a licensed waste disposal contractor. Disposal of this product,solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Avoid disposal.Attempt to use product completely in accordance with intended use. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. Special precautions This material and its container must be disposed of in a safe way. Care should be taken when handling emptied containers that have not been cleaned or rinsed out. Empty containers or liners may retain some product residues. Do not cut,weld or grind used containers unless they have been cleaned thoroughly internally. Avoid dispersal of spilled material and runoff and contact with soil,waterways,drains and sewers. Section 14. Transport information DOT/TDG/IMDG/IMO/ICAO/IATA and National regulations. UN number UN1866 Proper shipping name Resin Solution Transport hazard class(es) 3 Packing group III Environmental hazards Marine pollutant: No. Special precautions for user Transport within user's premises:always transport in closed containers that are upright and secure. Ensure that persons transporting the product know what to do in the event of an accident or spillage. Additional information US regulations require the reporting of spills when the amount exceeds the Reportable Quantity(RQ)for specific components of this material. See CERCLA in Section 15, Regulatory Information,for the Reportable Quantities. IMDG Emergency schedules(EmS) 3-05 IATA No additional information. Section 15. Regulatory information Inventories(National and International) United States inventory(TSCA 8b) :All components are listed or exempted. Australia : All components are listed or exempted. Canada : All components are listed or exempted. China : All components are listed or exempted. L010-PPA-33 Page:8 of 10 Section 15. Regulatory information Europe : Not determined. New Zealand : All components are listed or exempted. Philippines : Not determined. Japan : Not determined. Malaysia : Not determined. Republic of Korea :At least one component is not listed. Taiwan : Not determined. SARA 311/312 Composition/information on ingredients Name Fire Sudden Reactive Immediate Delayed hazard release of (acute) (chronic) pressure health hazard health hazard Styrene Yes. No. No. No. Yes. Silica,Amorphous No. No. No. Yes. No. SARA 313 Product name CAS number Form R-Reporting Styrene 100-42-5 requirements State regulations California Pron,65 WARNING:This product contains a chemical known to the State of California to cause cancer. WARNING:This product contains less than 1%of a chemical known to the State of California to cause birth defects or other reproductive harm. Section 16. Other information National Fire Protection Association(U.S.A.) 06 Flammability Health 1 Instability/Reactivity Special Reprinted with permission from NFPA 704-2001,Identification of the Hazards of Materials for Emergency Response Copyright 01997,National Fire Protection Association,Quincy,MA 02269.This reprinted material is not the complete and official position of the National Fire Protection Association,on the referenced subject which is represented only by the standard in its entirety. Copyright 02001,National Fire Protection Association,Quincy,MA 02269.This warning system is intended to be interpreted and applied only by properly trained individuals to identify fire,health and reactivity hazards of chemicals.The user is referred to certain limited number of chemicals with recommended classifications in NFPA 49 and NFPA 325,which would be used as a guideline only. Whether the chemicals are classified by NFPA or not,anyone using the 704 systems to classify chemicals does so at their own risk. History Date of issue : 05/26/2015 Date of previous issue ; 04/20/2015 Version 1.1 AOC Corporate Regulatory Affairs Key to abbreviations ATE=Acute Toxicity Estimate BCF=Bioconcentration Factor GHS=Globally Harmonized System of Classification and Labelling of Chemicals IATA=International Air Transport Association IBC=Intermediate Bulk Container IMDG=International Maritime Dangerous Goods LogPow=logarithm of the octanol/water partition coefficient MARPOL 73178=International Convention for the Prevention of Pollution From Ships, 1973 as modified by the Protocol of 1978.("Marpol"=marine pollution) UN=United Nations Indicates information that has changed from previously issued version. Notice to reader L010-PPA-33 Page:9 of 10 Section 16. Other information The information contained in this data sheet is furnished in good faith and without warranty, representation,or inducement or license of any kind, except that it is accurate to the best of AOC, LLC's knowledge,or was obtained from sources believed by AOC, LLC to be reliable. The accuracy, adequacy or completeness of health and safety precautions set forth herein cannot be guaranteed,and the buyer is solely responsible for ensuring that the product is used, handled,stored,and disposed of safely and in compliance with applicable federal, state or provincial, and local laws. AOC, LLC disclaims liability for any loss, damage or personal injury that arises from,or is in any way related to, use of the information contained in this data sheet. L010-PPA-33 Page:10 of 10 - 1=R'll C I PPCON, INC. PHONE NO. : 904 2734711 Dec. 16 2001 06:SGAM P2 :RI o3:31 RAI 31.J5MWli 40V2 CITY OF Los ANGELES �4E�AB� ENroF 94Atn o� CAI19ORNIA PUELIC YORKSYJ VALE IC Y J%� SHAW- Q� ry sr� �� SNffa`Iti6Gi21llG v WI rIT VITALY 6.MYAN,p,p- MAMIN UN IeNONgEt PRUTeA STEVEEN CARMOAM M som SO16 ST SUrm2gg W000V FLEMING SLAM rL$K. HAHN LOS ANGFLES.CAiAld-79tt MAYp0. htlp9lMgktd�(.Otg j` eSON Wcwm September 17,2001 Chris Scarratt - ZZ Liner 225 W.Third Street,Suite E Long Beach. CA 90802 �� 5.�:�`` '1"ij�'vt"s.�°�' �► Clear Mr.Scarrstt Re,. NATIONAL LINER CIPF FORMULATED WITH AGC LaIO-PPA VINYLESTER - CHEMICAL RESISTANCE T9STiNG WA 20001695 This summarizes SSPWC 210.2.3 tests performed by our General Services Testing Laboratory,We are attaching a copy of Lala Report No.2001-514.293,dated JLdy 26,2001 and August 9,2001 far your use. The cured-h-place pipe perfrrmed wail for all categories of the Cast (weight charu3o, retention of hardness, retention of tensile strength and retention of elangatlon)and Is determined to be satiaactory. This materW can only to opecllled mn City of Los Angoie's prof eels aftr manufacturer-recommended dgjgn da and Jong term design w Is submittBd. Trade Name: i anal Liner CIPP Approved Utp- Sanitary Sawer and Storm Drain!Pipe Rehab'Iitation Installatlon: SSPWC Seaton 500-1A as Modlad by Standard Plan S-610 Size Range: 4'to 80" Resin: Alpha Owens Corning L010-PFAVriylester Pelt tine: Polyester W coated with 15 mils polyurethane an the face exposed to tints, smufadured at Nafiona1 F. fttech Group Lic, 12707 North Freeway,Suite 646,Houst m.TX 77060 Flexuml Modulus. To be submfted by manufacturer as Boon as possible Tensile Strength. To be submided by marwfadamr as soon as possible if there art any questions,please contact me at(213)8471-87611. Hugh S.Lee,Engineer of 10estgn 650 S.Spring Street,Suite 400 Los Angeles,CA 90014.1913 �[L:ts!ltratiltn�.wa6 Attachment(Lab No.21001-514-293) suw eouat&mPwYmuwr onaoRn wTr•Amm4or ve A=bV EmpLcrCR National �WLiner CRIEEP DATA 11767 Katy Freeway, Suite 490 Houston, TX 77079 800-547-1235 April 23, 2008 Page 1 of 6 Test Report: 0609-00140 TEST REPORT CLIENT: AOC LLC 950 Highway 57 East Collierville,TN 38027 Attention: Bill Moore Re: P.O. #008726 SAMPLES: One sample of blue cured in place plastic pipe(CIPP) material was submitted and identified by the client as L010-PP Series Vinyl Ester. TESTING: Flexural creep testing was performed in general accordance with ASTM D2990-01. Five (5)specimens(approximately 6"x 1/2"x 1/4'1 were cut from the sample and tested per section 6.3 of ASTM D2990, Flexural Creep, using a three-point static-load configuration with 400psi stress.The ASTM D2990 flexural creep testing was performed at 23t2oC and 50f5% Relative Humidity throughout the duration of the testing.The testing was started on September 26u', 2006 and was concluded on January 2"d, 2008. The client requested determination of the 50 year modulus.This was performed by extrapolating the most linear portion of the data set(from 50 hours through 5708 hours duration) using linear trend line analysis contained within commercially available software(Microsoft Excel). RESULTS: The individual creep specimen dimensions are displayed in Table 1.The raw time- displacement creep data are presented in Table 2.The test results through 10,000 hours test duration are presented in Table 3. For each sample flexural modulus versus time data is displayed in tabular format.Additionally, graphical data displaying log modulus versus log time are provided in Figure 1. Graphical data displaying log modulus versus log time for the average of all samples using data points 94.8 hours and greater are provided in Figure 2. The equation of the line used to extrapolate the 50 year modulus is: Log(modulus in psi) = -0.0464*(Log(time in hours))+5.6829 The extrapolated 50 year(438,000 hour) modulus is 263,700 psi. DATA REVIEWED AND REPORT WRITTEN BY: REPORT REVIEWED BY: 7 , ouglas Bert Steve Ferry ientist III Director, Haus r-tabotatories For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President, at tboyce@miggbac.com or Bob Morgan,Chief Operating Officer,at rmorgan6microbac.com. This report applies only to the sample(s) tested or analyzed, This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www.hauserlabs.com 4750 Nautilus Court South,Unit A,Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com t April 23, 2008 Page 2 of 6 Test Report: 0609-00140 TABLE 1 INDIVIDUAL D2990 TEST SPECIMEN DIMENSIONS Specimen Number Width Thickness in in 1 0.507 0.265 2 0.509 0.272 3 0.505 0.263 4 0.507 0.259 5 0.508 0.256 For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President, at tbovice@microbac corn or Bob Morgan,Chief Operating Officer,at rmorgan microbac com. This report applies only to the sample(s) tested or analyzed.This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www.hauseriabs.com 4750 Nautilus Court South,Unit A,Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 vam.microbac.com April 23, 2008 Page 3 of 6 Test Report: 0609-00140 TABLE 2 FLEXURAL DISPLACEMENT DATA TEMPERATURE: 230C RELATIVE HUMIDITY: 50% STRESS: 400psi SPAN LENGTH: 4.10 inches Elapsed Time Flexural Dls lacement inches hours 1 2 3 4 S Average 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.02 0.0084 0.0099 0.0090 0.0120 0.0092 0.0097 0.10 0.0091 0.0105 0.0095 0.0126 0.0096 0.0103 0.20 0.0091 0.0105 0.0096 0.0126 0.0097 0.0103 0.50 0.0092 0.0105 0.0098 0.0127 0.0097 0.0104 1.0 0.0092 0.0106 0.0099 0,0127 0.0098 0.0104 2.0 0.0092 0.0106 0.0100 0.0127 0.0098 0.0105 4.3 0.0092 0.0106 0.0102 0.0127 0.0098 0.0105 19.8 0.0094 0.0109 0.0105 0.0129 0.0101 0.0108 50.0 0.0096 0.0111 0.0107 0.0130 0.0103 0.0109 94.8 0.0098 0.0113 0.0109 0.0132 0.0105 0.0111 188.3 0.0100 0.0115 0.0111 0.0134 0.0108 0.0114 499.7 0.0105 0.0121 0.0117 0.0139 0.0113 0.0119 671.8 0.0106 0.0122 0.0118 0.0139 0.0114 0.0120 1027.3 0.0107 0.0123 0.0119 0.0141 0.0116 0.0121 1656.3 0.0109 0.0125 0.0122 0.0143 0.0119 0.0124 2203.4 0.0110 0.0127 0.0123 0.0145 0.0120 0.0125 3219.3 0.0114 0.0131 0.0126 0.0147 0.0123 0.0128 4027.3 0.0115 0.0132 0.0128 0.0149 0.0124 0.0130 4534.3 0.0116 0.0132 0.0129 0.0150 0.0124 0.0130 5180.3 0.0117 0.0133 0.0130 0.0151 0.0126 0.0131 5707.8 0.0121 0.0136 0.0132 0.0152 0.0128 0.0134 6525.8 0.0121 0.0136 0.0132 0.0152 0.0128 0.0134 7245.8 0.0122 0.0137 0.0134 0.0152 0.0129 0.0135 8058.4 0.0123 0.0137 0.0134 0.0152 0.0129 0.0135 8733.3 0.0124 0.0138 0.0135 0.0152 0.0130 0.0136 9569.1 0.0125 0.0139 0.0136 0.0153 0.0131 0.0137 10220.4 0.0126 0.0139 0.0136 0.0154 0.0131 0.0137 For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President, at tboyce@microbac.com or Bob Morgan,Chief Operating Officer,at rmorgancamicrobac.com. This report applies only to the sample(s)tested or analyzed. This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www,hauserlabs.com 4750 Nautilus Court South,Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com April 23, 2008 Page 4 of 6 Test Report: 0609-00140 TABLE 3 FLEXURAL CREEP DATA TEMPERATURE:230C RELATIVE HUMIDITY: 50% STRESS: 400psi SPAN LENGTH: 4.10 inches Eli�s-e—dTjme Flexural ulus(osi) Hours 1 2 3 4 5 Ayera2e 6-00---0.02 503507 416292 473477 360732 475749 445951 0.10 464775 392504 448557 343554 455926 421063 0.20 464775 392504 443885 343554 451226 419189 0.50 459724 392504 434826 340849 451226 415826 1.0 459724 388801 430434 340849 446622 413286 2.0 459724 388801 426129 340849 446622 412425 4.4 459724 388801 417774 340849 446622 410754 19.9 449942 378100 405837 335565 433356 —460-560 50.0 440568 371287 398252 332983 424941 393606 94.9 431577 364716 390944 327938 416847 386404 188.4 422946 1 358373 383900 323043 405268 378706 499.7 402805 340602 364213 311423 387336 361276 671.9 399005 337811 361126 311423 383938 358661 1027.3 395276 335064 358092 307006 377318 354551 1656,4 1 388024 329703 349286 302712 367806 347506 2203.4 384496 324511 346446 298537 364741 343746 3219.4 371005 314602 338198 294475 355845 334825 4027.4 367779 312219 332913 290522 352975 331282 4534.4 364608 312219 330333 288585 352975 329744 5180.4 361492 309871 327792 286674 347372 326640 5707.9 349542 303036 322825 284788 341945 320427 6525.8 349542 303036 322825 284788 341945 320427 7245.9 346677 300824 318007 284788 339294 317918 8058.4 343858 300824 318007 284788 339294 317354 8733.4 341085 298644 315651 284788 336684 315371 9569.1 338357 296496 313330 282927 334114 313045 10220.4 335671 296496 313330 281090 334114 312140 For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President at tboyce(amicroWc-com or Bob Morgan,Chief Operating officer,at rmgAran6microbac&o--m This report applies only to the sample(s) tested or analyzed.This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division w-w—w.hausedabs.com 4750 Nautilus Court South,Unit A,Boulder,CO 80301 Ph:720 406 4800 Fax: 303 5810195 www.microbac.com April 23, 2008 Page 5 of 6 Test Report: 0609-00140 FIGURE 1 LOG MODULUS VS LOG TIME --- s z 3 z r wai rah u ;� Specimen#1 1 #—Specimen#2 `S Specimen#3 t ro r i t—Specimen#4; Specimen#S Average b a$ b � 3 1 I W _ .3 _2 _g o 1 2 3 4 5 Log Time(hours) For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President, at tboxce microbac.com or Bob Morgan,Chief Operating Officer,at rmorganAmicrobac.com. This report applies only to the sample(s) tested or analyzed.This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www.hauseriabs.com 4750 Nautilus Court South, Unit A,Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com u April 23, 2008 Page 6 of 6 Test Report: 0609-00140 FIGURE 2 LOG AVERAGE MODULUS VS LOG TIME (Using data Points >100 hours) 5.607 -777 5.58 5.56 ya {f.Od64X�r 8$2 ' 5 ,f ,yt Average_._ .. 5.54 Linear Averse ; 4 c 5.52 > M41 5.50 5.48 t5 2.0 2.5 3.0 3.5 4.0 4.5 Log Time(hours) For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President, at thoXceftmicrobac cam or Bob Morgan,Chief Operating Officer,at rmorgan microbac com. This report applies only to the sample(s)tested or analyzed.This report may be copied only in its entirety, unless prior mitten consent has been granted by an authorized agent of the Hauser laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www.hauserlabs.com 4750 Nautilus Court South,Unit A,Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com n er INFRARE� D FINGERPRINT 11767 Katy Freeway, Suite 490 Houston, TX 77079 800-547-1235 I 0 � p fi I O to + p r N i C U vi L 1 + ID p C5 N i i a � o I M i L CL I i Ei N O 00 CO V N O 00 CO N O 00 to 'rt' N M M N N N N Cat 7 r r r 7 O O O q p C' O O O C7 O O O O C) a O O O O O r a .,,,� eouecjosgy �: Nat0 onal Liner CORROSION DATA 11767 Katy Freeway, Suite 490 Houston, TX 77079 800-547-1235 A01: 0 World Leader in Resin Technology ASTM F1216 Test Results on 6 mm Felt Composite 1-010 Series One Month Results at 260C L010 REQUIREMENTS PASS OR FAIL (Vinyl Ester CONTROL SAMPLE FLEXURAL STRENGTH,psi 8,331 STANDARD DEVIATION 392 FLEXURAL MODULUS,psi 503,608 STANDARD DEVIATION 483 TAP WATER FLEXURAL STRENGH,psi 7,580 STANDARD DEVIATION 699 %FLEXURAL STRENGTH,psi RETENTION 91 >80 PASSED FLEXURAL MODULUS,psi 481,862 STANDARD DEVIATION 19,013 %FLEXUARAL MODULUS RETENTION 96 >80 PASSED 5%NITRIC ACID FLEXURAL STRENGH,psi 7,049 STANDARD DEVIATION 572 %FLEXURAL STRENGTH,psi RETENTION 85 >80 PASSED FLEXURAL MODULUS, si 497,305 STANDARD DEVIATION 18,329 %FLEXUARAL MODULUS RETENTION 99 >80 PASSED 10%PHOSPHORIC ACID FLEXURAL STRENGH,psi 7,997 STANDARD DEVIATION 506 %FLEXURAL STRENGTH,psiRETENTION 96 >80 PASSED FLEXURAL MODULUS,psi 490,216 STANDARD DEVIATION 13,666 %FLEXUARAL MODULUS RETENTION 97 >80 PASSED 10%SULFURIC ACID FLEXURAL STRENGH,psi 7,474 STANDARD DEVIATION 718 %FLEXURAL STRENGTH,psi RETENTION 90 >80 PASSED FLEXURAL MODULUS,psi 498,191 STANDARD DEVIATION 24,292 %FLEXUARAL MODULUS RETENTION 99 >80 PASSED AMOCO GASOLINE FLEXURAL STRENGH,psi 9,061 STANDARD DEVIATION 649 %FLEXURAL STRENGTH,psi RETENTION 100 >80 PASSED FLEXURAL MODULUS,psi 500,498 STANDARD DEVIATION 11,527 %FLEXURAL MODULUS RETENTION 99 >80 PASSED VEGETABLE OIL, FLEXURAL STRENGH,psi 7,662 STANDARD DEVIATION 422 %FLEXURAL STRENGTH,psi RETENTION 92 >80 PASSED FLEXURAL MODULUS,psi 500,662 STANDARD DEVIATION 19,811 %FLEXUARAL MODULUS RETENTION 99 >80 PASSED 0.1%DETERGENT FLEXURAL STRENGH,psi 7,375 STANDARD DEVIATION 396 %FLEXURAL STRENGTH,psi RETENTION 89 >80 PASSED FLEXURAL MODULUS,psi 479,946 STANDARD DEVIATION 21,600 %FLEXUARAL MODULUS RETENTION 95 >80 PASSED 0.1%SOAP FLEXURAL STRENGH,psi 7,799 STANDARD DEVIATION 672 %FLEXURAL STRENGTH,psi RETENTION 94 >80 PASSED FLEXURAL MODULUS,psi 480,732 T STANDARD DEVIATION 825 %FLEXURAL MODULUS RETENTION 96 >80 PASSED The information contained in this data sheet is based on laboratory data and field experience. We believe this information to be reliable,but do not guarantee its applicability to the users process or assume any liability for occurrences arising out of its use, 'I'he user,by accepting the products described herein,agrees to be responsible for thoroughly testing any application befbre committing to production. Our recommendation should not be taken as inducements to infringe any patent or violate any law,safety code or insurance regulation. May 19, 2008 Page 1 of 2 i 1 • Test Report: 0609-00138 TEST REPORT CLIENT: AOC LLC 950 Highway 57 East Collierville,TN 38027 Attention: Bill Moore Re: P.O. #008726 SAMPLES: One sample containing approximately twenty individual specimens of cured-in-place pipe(CIPP) liner each approximately 12 inches in length was submitted by the client. The sample was identified by the client as L010-PP Series Vinyl Ester and had reportedly been fabricated inside of 12-inch nominal diameter pipe. TESTS: Eighteen (18)total test specimens were tested in accordance with ASTM D5813-04, Section 6.4.2 and 8.2.2. As required within ASTM D5813 Section 8.2.2 the specimens were tested per ASTM D3681-01"using Section 9.2.1 Procedure A. 1.0 Normal sulfuric acid was used as the test reagent. Per ASTM D3681-01Ei Section 9.3, two (2)of the 18 test specimens were tested in accordance with Section 9.2.2 Procedure B to verify the strain level. All testing was performed under controlled environmental conditions of 73.4 t3.6°F with uncontrolled ambient humidity. For the two strain gaged specimens, constantan foil strain gages with 0.500 inch gage lengths were adhered to the specimens using a two component 100% solids epoxy system. Specimen Average Average Inside Dia. Percent Actual Number Pipe Wall Inside After Deflection Strain{%) Thickness Diameter Deflection (%) in in in 1 0.257 10.675 9.833 7.9 0.72 2 0.269 11.045 10.182 7.8 0.72 3 0.255 10.940 10.046 8.2 0.72 4 0.277 10.965 10.180 7.2 0.69 5 0.273 10.990 10.186 7.3 0.69 6 0.257 10.920 10.036 8.1 0.72 7 0.287 10.980 10.217 6.9 0.69 8 0.291 11.025 10.267 6.9 0.69 9 0.287 11.035 10.264 7.0 0.69 10 0.272 11.010 10.226 7.1 0.67 11 0.271 11.070 10.275 7.2 0.67 12 0.261 11.030 10.207 7.5 0.67 13 0,236 10.955 10.058 8.2 0.67 14 0.254 11,050 10.203 7.7 0.67 15 0,279 10.845 10.139 6.5 0.64 16 0.273 10.790 10.075 6.6 0.64 17 0.275 10.950 10.220 6.7 0.64 18 0.266 11.000 10.238 6.9 0.64 For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President, at tbo�n7icrabaccom or Bob Morgan, Chief Operating Officer, at r�noan�a microlaac...c..pn�. This report applies only to the sample(s)tested or analyzed.This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories, Inc.,Hauser Laboratories Division www.hauseriabs.com 4750 Nautilus Court South, Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com May 19, 2008 Page 2 of 2 1 ; Test Report: 0609-00138 RESULTS: The specimens were tested at the calculated test strains and times as tabulated below. No specimens failed during exposure to 1.0N sulfuric acid during the required test duration. There was no visible distress observed in the specimens during the required test duration. The two specimens tested with strain gages met the requirements of ASTM D3681-010 Section 9.3 when tested in accordance with Section 9.2.2 Procedure B, i.e. the calculated strain and the indicated strain did not vary by more than 10%. Specimen # Test Strain Required Test Total Test Pass/Fail p/o Time hour Time hour 1 0.72 10 10+ Pass 2 0.72 10 10+ Pass 3 0.72 10 10+ Pass 4* 0.69 100 _ 100+ Pass 5* 0.69 100 100+ Pass 6 0.72 10 10+ Pass 7 0.69 100 100+ Pass 8 0.69 100 100+ Pass 9 0.69 100 __ _100+ Pass 10 0.67 1000 �1000+ Pass 11 0.67 1000 1000+ Pass 12 0.67 1000 1000+ Pass 13 0.67 1000 1000+ Pass 14 0.67 1000 1000+ Pass 15 0.64 10,000 10 000+ Pass 16 0.64 _ 10,000 10 000+ Pass 17 0.64 10,000 _ 10r000+ Pass 18 0.64 10 000 10,000+ Pass * Denotes a strain-gaged specimen tested per ASTM D3681-01"Section 9.2.2 Procedure B as required in Section 9.3. DATA REVIEWED AND REPORT WRITTEN BY: REPORT REVIEWED BY: Steve Fer;i�s2Laboratories D uglas Bert Director, Sc ntist III For any feedback concerning our services, please contact the Managing Director or Trevor Boyce, President, at ktaryc:emicrohac..corn or Bob Morgan, Chief Operating Officer, at qnorgatj@, icrobac.com. This report applies only to the sample(s) tested or analyzed.This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac Laboratories,Inc. Microbac Laboratories,Inc.,Hauser Laboratories Division www.haUserlabs.com 4750 Nautilus Court South, Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A3 t 0 Bid Band KNOW ALL MEN BY THESE PRESENTS,that we NOR-CAL PIPELINE SERVICES as Principal,hereinafter called the Principal,and UNITED STATES FIRE INSURANCE COMPANY a corporation duly organized under the laws of the State of Delaware as Surety,hereinafter called the Surety,are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, hereinafter called the Obligee,in the sum of "TEN PERCENT(101/6)OF AMOUNT BID Dollars($ "10%— ), for the payment of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves,our heirs, executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for FY 2021122 Sewer Lining Project CC No.1694 NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 27th day of May 2022 , / Principe)) (Seal) (Witness) UNITED STATES FIRE INSURANCE COMPANY urety) (Seal) (Witness) Jennifer Liper,Attomey-in-Fact77tje AIA DOCUMENT A310•BID BOND•AIA 0•FEBRUARY 1970 ED.THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE..N.W..WASHINGTON.Q.C.20006 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or valid' of that document. State of Califomia County of San Joaquin On May 27,2022 before me, Karen Amin,Notary Public (insert name and title of the officer) personalty appeared Jennifer Loper who proved to me on the basis of satisfactory evidence to be the person(g)whose name(l) is/ subscribed to the within instrument and acknowledged to me that Mshet executed the same in KWher~authorized capacity ft,4),and that by lherXNW signature(t)on the instrument the person(+g), or the entity upon behalf of which the person(A)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is true and correct. WITNESS my hand and official seal. 5*j-a *, KAREN AMlN comm.#2266462 A u x r,r NOTARY PUBLIC-CAUFCHNIA CD SAN JOAQUIN Coum OIC 8 7022 Signature (Seal) ttannks,�wn POWER OF ATTORNEY UNITED STATES FIRE INSURANCE COMPANY PRINCIPAL OFFICE-MORRISTOWN,NEW JERSEY 04881431121 I(NOW ALL MEN BY THESE PRESENTS:That United States Fire Insurance Company,a corporation duly organized and existing under the laws of the state of Delaware,has made,constituted and appointed,and does hereby make,constitute and appoint: Daniel M.Connolly,Karen Amin,David Schnapp,Jennifer Loper each,its true and lawful Attorney(s)-In-Fact,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver:Any and all bonds and undertakings of surety and other documents that the ordinary course of surety business may require,and to bind United States Fire Insurance Company thereby as fully and to the same extent as if such bonds or undertakings had been duly executed and acknowledged by the regularly elected officers of United States Fire Insurance Company at its principal office,in amounts or penalties not exceeding:Seven Million,Five Hundred Thousand Dollars(S7,500,000), This Power of Attorney limits the act of those named therein to the bonds and undertakings specifically named therein,and they have no authority to bind United States Fire Insurance Company except in the manner and to the extent therein stated. This Power of Attorney revokes all previous Powers of Attorney issued on behalf of the Attomeys-In-Fact named above and expires on January 31,2022. This Power of Attorney is granted pursuant to Article IV of the By-taws of United States Fire Insurance Company as now in full force and effect,and consistent with Article IIi thereof.which Articles provide,in pertinent part: Article►V,Execution of Instruments-Except as the Board of Directors may authorize by resolution,the Chairman of the.Board,President,any Vice-President, any Assistant Vice President,the Secretary,or any Assistant Secretary shall have power on behalf of the Corporation: (a) to e:x vute,affix the corporate seal manually or by facsimile to,acknowledge,verify and deliver any contracts,obligations,instruments and documents whatsoever in connection with its business including,without limiting the foregoing,any boads,guarantees,undertakings,recognizances,powers of attorney or revocations of any powers of attorney,stipulations,policies of insurance,deeds,]cases,mortgages,releases,satisfactions and agency agreements; (b) to appoint,in writing,one or more persons for any or all of the purposes mentioned in the preceding paragraph(a),including affixing the seat of the Corporation_ Article 11I,Officers,Section 3.11,Facsimile Signatures. The signature of any officer authorized by the Corporation to sign any bonds,guarantees,undertakings, recognizances,stipulations,powers of attorney or revocations of any powers of attorney and policies of insurance issued by the Corporation may be printed, facsimile,lithographed or otherwise produced. In addition,if and as authorized by the Board of Directors,dividend warrants or checks,or other numerous instruments similar to one another in form,may be signed by the facsimile signature or signatures,lithographed or otherwise produced,of such officer or officers of the Corporation as from time to time may be authorized to sign such instruments on behalf of the Corporation. The Corporation may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Corporation,notwithstanding the fact that he may have ceased to be such at the time when such instruments shall be issued_ IN WITNESS WHEREOF,United States Fire Insurance Company has caused these presents to be signed and attested by its appropriate officer and its corporate seal hereunto affixed this 221a day of August 2019. UNITED STATES FiRE INSURANCE COMPANY Anthony R.Stimowicz,President State of Pennsylvania } County of Philadelphia} On this 22"d day of August 2019,before me,a Notary public of the State of Pennsylvania,came the above named officer of United States Fire Insurance Company, to me personally known to be the individual and officer described herein,and acknowledged that he executed the foregoing instrument and affixed the seal of United States Fire Insurance Company thereto by the authority of his office. Commonwealth of Pennsylvania—Notary Seal Tamara Watkins,Notary Public Philadelphia County Tamara Watkins (Notary Public) My commission expires August 22,2023 Commission number 1348943 1,the undersigned officer of United States Fire Insurance Company,a Delaware corporation,do hereby certify that the original Power of Attorney of which the foregoing is a full,true and correct copy is still in force andeffect and has not been revoked. 27th IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal of United States Fire Insurance Company on the day of May 2022 UNITED STATES FIRE INSURANCE COMPANY i s��t 4 1 At Wright,Senior Vice President ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of_ Placer On May 31, 2022 before me, Victoria M. Sorenson, Notary Public (insert—name and title of the officer) personally appeared David L. Jaeger who proved to me on the basis of satisfactory evidence to be the person(sl whose nameW is/am subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ieg), and that by his/hei1U-f6ir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(-S)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. VICTORIA M.SOREMI-SO-N-1 COMM. #2383295 z Notary Public-California WITNESS my hand and official seal. Placer County 0 Comm.Exoires Nov,16.201 Signature (Seal) Document A310TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place r f inivine-0 Liberty Mutual insurance Company Southwest Pipeline and Trenchless Corp. 790 The City Drive South, Suite 200 This document has important 22118 South Vermont Avenue Orange, CA 92868 legal consequences.Consultation Torrance,CA 90502 Mailing Address for Notices with an attorney is encouraged 790 The City Drive South Suite 200 with respect to its completion or OWNER: modification. Orange, CA 92868 (Narue,legal sialus and addr ess) Any singular reference to City of Huntington Beach Contractor,Surety,Owner or Y 9 other party shall be considered 2000 Main Street plural where applicable. Huntington Beach, CA 92648 BOND AMOUNT: 10% Ten Percent of Amount Bid PROJECT: (Same,location oraddran and)'rgjectnumber.jaitt) FY 2021/22 Sewer Lining Project The Contractor and Surety are bound to the O%mier in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their licirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond arc such drat if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms ofsuch bid,and gives such bond or bonds as nnav be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof.,or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perlinnn the work covered by said bid,then this obligation shall be null and void,otherwise to rennin in full linrce and ellecl.The Surely hereby nvaives any notice ol'an agreement between the Owner and Conlractor to extend the time in which the Owner may accept Elie bid.Waiver ol'notice by the Surety shall not apply to any extensinn exceeding sixty(60)days in the aggregate beyond the tine for acceptance of bids specified ill the bid documents,and the Owner and Contractor shall obtain flue Surety's consent for all extension beyond sixty(60)days. If this Bond is issued in connection with n subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and ilia farm Owner sliall be deemed to be Contractor. Wien this Bond has been furnished to comply with a statutory or other legal requirement in[lie localion of the Project-any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions ccmfomling to such statutory or other legal requirement shall be deemed inoxnrporafed herein.When so finished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and scaled this 4th day of June, 2022. Southwest i eline and Trenchless Corp. (Principal (Seal) lll'itrtess) GIN„sYt4l/.,4f( B : Liberty Mutual Insurance Company �J*pox sol�'� ( (Surety) ncor) Edith Rabada '' t912 (!Ra � By: y���"SSAc►rms�l�' 1rrde)\NWemi Quiroz,Attorney-i Fact S•00541AS 8/10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of Los Angeles ) On-6-6 — 2 2-- before me, Robert Bolger,Notary Public Date Here Insert Name and Title of the Officer personally appeared Justin Duchaineau Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. f ao� a�ERr BOLGER WITNESS my hand and official seal. rotary Public•California z Los Angeles County is Commission rs 23970.2 `•^••' My Comm,Expires Ua,3C.2026 Signature v Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑Partner — ❑Limited ❑General ❑Partner — ❑Limited ❑General ❑Individual ❑Attorney in Fact ❑Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2015 National Notary Association •www.NationalNotary.org• 1-800-US NOTARY(1-800-876-6827) Item#5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. State of California ) ) ss County of Los Angeles ) 0 r& q- 2- _ , before me, Natalie K. Trofimoff, Notary Public, personally appeared Noemi Quiroz ,who proved tome on the basis of satisfactory evidence to be the personae}whose name(-e) is{w-e subscribed to the within instrument and acknowledged to me that #gsheA4" executed the same in herAheir authorized capacityties , and that by 4igherA;-W signatureW on the instrument the person{-4, or the entity upon behalf of which the person(4 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. x PJATALIE K.TROFINIOFF z3as>.z9 :.. k,Ctaiy?eb is_Cam:' � > LCS ASP CCU'i Y � bl Lamm F I' aC Z 2."2!, Signature: (Seal) Natalie K.Trofimoff, Notary Public This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Not valid for mortgage,note,loan,letter of credit,bank deposit,currency rate,interest rate or residual value guarantees.For bond andlor Power of Attorney(PDA)verification inquiries,please call 610-832-8240 or email HOSUR@libertymutual.com. Liberty Liberty Mutual Insurance Company The Ohio Casualty Insurance Company Mutual. West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the`Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoinl,Noemi Quiroz of the city of Los Angeles ,state of CA its true and lawful attorneymin-fact,with full power and authority hereby conferred to sign,execute and acknowledge the following surety bond: Principal Name: Southwest Pipeline and Trenchless Corp. Obllgee Name: City of Huntington Beach Surety Bond Number: Bid Bond Bond Amount See Bond Form IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 12"' day of MgEg�,2021. P�tNslia JAI1 INS& PNINSfin The Ohio Casualty Insurance Company ` oP°er�ti �C�cpt+P°RTr C� Liberty Mutual Insurance Company ° Wes erican Insurance Company 1912 o s 1919 1991 a Up) Q a A+yl �)'rSSACFNSt2 �y1 'NANRS�! �NOIANP By. ' * David 9,Carey,Assistant Secretary STATE OF PENNSYLVANIA 55 COUNTY OF MONTGOMERY On this 1211' day of March,2021,before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Kino of Prussia.Pennsvlvania.on the day and vvear�firrst above written. gyp PAS>. Commonwealth of Pennsylvania-Notary Seal �a4� %W "t� Teresa Pastella,Notary Public ~ o of s r Montgomery County By: Teresa Pastella,Notary Public My commission expires March 28,2025 yvP�P� Commission number 1126044 CTq�,pVB� Member,Pennsylvania Association of Notaries This Power of Attome tsmade and executed pursuant to and by aumonty of the following ay-laws and Authorizations of Liberty Mutual Insurance Company,I he Ohio Casualty Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute, seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizanoes and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach[hereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney- in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. ARTICLE XIII—Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute, seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attomeysan-fad subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seat of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President ofthe Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in- fact as may be necessary to ad on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature at any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,of Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company do hereby certify that this power of attorney executed by said Companies is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of June 2022 A�INSURA Jp`-{Y iNSU� ��tNSUgAry W o ° ° i By: 1912 ( orb o ti 1919 aro 1991 = Renee C.Llewellyn,Assistant Secretary ��)9SSAC4N`'�c`!= y1 "AM�'� 7 a a k 3 : R c $ 2 R ® ■ ■ 5 ~ k $ � § o _ u Z. e U k 0 o U § c 2 . � U = a 8 2 2 LL R 0 k cc Z k . L o 0 7 � - � m 2 LU EL EL . cn ® §� () \ § 01 S $ $ .B § § §