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Sancon Technologies, Inc. - 2020-05-18 (2)
RECEIVE/BY CITY CLERK RECEIPT COPY Return DUPLICATE to _ City Clerk's Office (Name) .� after signing/dating F 3 (Date) CITY OF HUNTINGTON BEACH z INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: v3/7/?n,2/ SUBJECT: Bond Acceptance I have received the bonds for ��r/Z�7' 7—,0l/7Ao/rr-f i' JI /�l lJ• War) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. 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 "2�1 (Council Approval Date) CC No. _ _ Agenda Item No. 15P7- MSC No. City Clerk Vault No. SOD.SC Other No. SIRE System ID No. g./lormstbond transmittal to treasurer CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION DATE: 2/22/2021 TO: THOSE LISTED HEREON A /� FROM: John Martin, PW Contract Administrator SUBJECT: Retention Release Payment- PO#26268 OJ Supplier#73784 Co. #511 FY19-20 Sewer Lining, Project#CC1599 Contractors Name: Sancon Technologies, Inc. Address: 5841 Engineer Dr. City, State and Zip Code: Huntington Beach, CA 92649 Phone Number: 714-891-2323 City Business License Number: A257764 Notice of Completion (Date by City Clerk): 11/23/2021 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. 4Z3 4 to Sean Crumb , irector of Pubf Works I certify that there are no outstanding invoices on file. ! ,-3I.1LI01 \�J[,gah') .'1/� 0 C Date Joyce 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. �Zj t/_2/ �� Alm Date Robin Esta i au, City Clerk Attachments 1. Notice of Completion 2. Maintenance Bond 3. Certificate of Compliance with Prevailing Wage Laws 4. Contractors 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 MAINTENANCE BOND NUMBER: 1082185 KNOW ALL PERSONS BY THESE PRESENTS: That SNCON TECHNOLOGIES, INC. (contractor's name) t (contractors street address,city and state and zip code) as Principal(hereinafter called Contractor), and: HANOVER INSURANCE COMPANY (surety's name) 5 HUTTON CENTRE DRIVE SANTA ANA CA 92707 (surety's street address,city and state and zip code) a corporation organized and existing under the laws of the State of NH with its principal office in the City of WORCESTER, MA as Surety(hereinafter called Surety),are held firmly bound unto CITY OF HUNTINGTON BEACH as Ohlicee (hereinafter called Owner), in the amount of EIGHT HUNDRED THIRTY NINE THOUSAND SEVEN fY THRe'rfloliars (s 839,073.00 ), equivefent 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, .. 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 byY written agreement dated 5/18/2020 20 ,entered into a contract with Owner for the FY 19-20 SEWEtt LINING PROJECT CC159 in accordance with drawings and specifications prepared by DEPT OF PUBLIC WMKS which contract is by reterence 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 Contractors 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 dale for this Guarantee and Bond shall be Nbv. 2, 2020 20_, 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 Owners 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 daims,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. 15-15SU113138 ) 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 defauft(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 defaultls)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 j I herein or the successors of Owner. j Signed and sealed this 6TH day of NOV.,2020 20 Principal Raised Corporate Seal SANCON TECHNOLOGIES,INC. (MUST BE AFFIXED) Contractor Name) • i I i By. (Seal) I Principal Raised Corporate Seal Cho r l-e 5 (MUST BE AFFIXED] Presider (Title) HANOVER INSURANCE COMPANY (SureV N1aai e) By: I Seal)—� Michael R.Langan Attorney in Fact APPROVED AS T RM j NOTES: Ichael E. Ga eses, C'tyAttorney 1. Acknowledgments must be completed and returned as pan Lof of the bond. 3 I';O j 2. Raised Corporate Seals are mandatory. 3. Please ahach Power of Attorney. 1545941118138 2 ACKNOVAIMGMENT AA notary pjb§c«odw GM=mnplesV ads ceifficate veries atiy Ore idenw of the who sicrred ate doasnerd b wlirh this i lifi I is anached,and not be MAhi*iess,accuracy,or of that doaanesL State of Cage Courtiy of Los Angeles ) t I u NEVINE s , F:YAD , NOTARY PUBLIC on_ l� (assert norm and fide of are afCou) personaly tad R. targan who prumd ID nw man are bass of saksbcbry evxWm to 6e are persoo(l whose name( rib" subsabed to the wiin irstrumad and to me tftaf hehts "exeaAed are same in a Nwrasd capaadyoww and that by Ns seiom an are irstrumerd ass perrsonK or are erft upon behaff of wticc the persa>(S)aced,executed the iestruaneid_ I cerffy carder PENALTY OF PEPLAJRY wKler the fawn of the Staff of Caffmm&%A the bregoQrg paragrdph is true and correct WITNESS my hand and aft seeL NE LINE F.AYAD < COMM.#2024775 Notary PubFc-CaWomis C12" LOSnn- ED.O COUNTY a COmra Em.Oct 21.T020 Sigallae - THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY 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. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA a corporation organized and existing under the laws of the State of Michigan,(hereinafter inci•ridually and collectively the*Company')does hereby constitute and appoint. Michael R.Langan Of Michael Rushing Langan of Pasadena, CA each individually,if there be more than one named,as its true and lawful a0orney(s}in-fact to sign,execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in oursuance of these presents,shall be as binding upon the Company as if they had been duty signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner staled and 10 the extent of any limitation stated below: Any such obligations in the United States, not to exceed Ten Million and Noll 00(Sl 0,000,000)in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attd:neysirrfact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizance%, contracts of indemnity.waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto tie seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attomey and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed. even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982-Massachusetts Bay Insurance Company;Adopted September 7, 2001-Citizens Insurance Company of America and affirmed by each Company on March 24,2014) IN WITNESS WHEREOF. THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these oresents to be sealed with their respective corporate seals,duly ahesled by two`.rice Presidents,this 10"day of September,2020. THE HANOVER INSU E COMPANY THE HANOVER INSURANCE COMPANY MASSACHUSETTS Y INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURA E CWPANY OF AMERICA CITIZENS INSURANCE COMPANY OF AMERICA Bryon J Vlw Proadont J H.Kawiacki.Vice President oxn • f���i"� ma THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER On this 10" day of September, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company. Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein,and acknowledged flat the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by u,P„nK—ity and direction of said Corporations. ARLEEN r blJcSIM IPWy CoW10W*ATIq OF IV55AGCSE'13 my Comrtlission EPtre. Aneen V.Sun Ons,Notary(Su Ic Jon te• Iela My Commission Expires June 15,2023 1,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Say Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Comaanies,and do hereby further certify that the said Powers of Attorney are still in tome and effect. GIVEN under my hand and the seals of said Companies.at Worcester,Massachusetts,this 6 day of vv nnr.vecon '�vaagC-�McU m✓.r-rSe'P`11NS VR<HCE COM PANI p3,YR pFAMG.ICA CERTIFIED COP} _ I In,A.HPwa o..,vied P—W.a x CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CML CODE§ 7799 r.<:c,=err:r�rcr-�c�.rarrr�=.c�ri=rzco�cisr.�crrrcrrrrrc�.��zr.�r-€carcrsri=r�rrrrrrrc:�crcrczcrcrc-rcarrs� a State of California County of On ��� 2� before me, t e Glz- Date Here Insert Name and Title of the Dllicer personally appeared Nam(s)of Signer(s) � Fa$ who proved to me on the basis of satisfactory S 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. If I certify under PENALTY OF PERJURY under the C.WALLANDER laws of the State of California that the foregoing Notary Public-California Orange County a paragraph is true and correct. 4 Commission a 22A5664 My Comm...Expires Apr 18,2027 WITNESS my hand and official seal. Signature: Place Notary Seal Aeuve Signature of Mary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the documents and could prevent fraudulent removal and reattachment of this farm to another document. Description of Attached Docum t Title or Type of Document �� /•2 Document Date: �� G/2 o Number of Page �— '��. Signer(s) Other Than Named Above: � �l Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Naine: ,t ❑ Corporate Officer—Title(s): ❑,Corporate Officer—Title(s): ❑ Individual w Individual ❑ Partner—❑Limited ❑General Top of mom here ❑Partner—❑Limited ❑General Top of tfuwmb here ❑ Attorney in Fact ❑Attorney in Fact ❑ Trustee ❑Trustee ❑ Guardian or Conservato ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is pressg: Signer Is Representing: 0 2010 Notional Ngmry Association•NetionelNolery.arg•PBpO-US NOTARY 11 e00-896.6e27 I Item r5907 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: CC1599 Project: FY19-20 Sewer Lining 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 5th la% ,f November 20 20 , at Huntington Beacl> California. Sancon Technologies, Inc.l.."^a� (Contractor Name) APPROVED O. By: M' 1 E. Gates Attorney 1 CONTRACTOR'S CERTIFICATE l 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. CC1599 (the"Contract") for the construction of the public work of improvement entitled: FY19-20 Sewer Lining (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 paid and satisfied(list unpaid debts and claims; if none, write"NONE"): 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 on this 5th day of November 2020 aa_(:� (.Signaure ofDeclmam) APPROVED AS ORM Michae,I,V. Gates city ttomey 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: CC1599 Project: FY19-20 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 51h —__day of November 20 20 , at Huntington Beacq Califomia Sancon Technologies, Ind ."O (Contractor Name) APPROVED F By: { Mic 1 E. Gates Ci Attorney 1 OK RELEASE RETENTION OWNER CONSENT OF SURETY ARCHITECT TO FINAL PAYMENT CONTRACTOR ❑x Conforms with the American Institute of SURETY ❑X Architects,AIA Document G707 OTHER IOOW'NER: CITY OF HUNTINGTON BEACH ARCIII I I C I'S PROJECT NO.: !+'owruNaLM.o PUBLIC WORKS DEPT 2000 MAIN ST HUNTINGTON BEACH, CA 92648 CONTRACT FOR: FY 1W M SEWER LINING PRJECT CC159 PROJECT: CONTRACT DATED: FY 19/20 SEWER LINING PROJECT MAY 18, 2020 CC159 In accordance with the pm+isions of the Contract betucen the Owner and the Contractor as indicated ahmc,the rin.rn.a aLln..„t wrcn, HANOVER INSURANCE COMPANY 5 HUTTON CENTRE DRIVE SANTA ANA. CA 92707 SURETY. on bond of r/n.rn wnr u.x/wLlm.. O r'wuu x,n SANCON TECHNOLOGIES, INC. 5841 ENGINEER DRIVE HUNTINGTON BEACH, CA 92649 .CONTRACTOR. hLmb) approves of the final payment to the Contractor,and agrees that final pa)ment to the Contractor shall not reliese the Surtt)of an) of its obligations to lln.rrr iuinr.ml aJJrv••,I/ti mr, CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPT 2000 MAIN ST. HUNTINGTON BEACH, CA 92648 .OWNER asset forth in said Sureq's bond. IN WI INFSS WHE:RE.OF,the Sureq has hereunto set its hand on this date FEB 1, 2021 rin.rn m rnunp rhr mwrL hJl..vJ h.rhr nxmrn.,L.x erx/var, HANOVER INSURANCE COMPANY lSureryl Ancsi: (Signaror ofawAn.AdWo raarrl Michael R. Lato Fact Wrintrd ww and aNr! S-21341AS 10101 xoP Notary Acknowledgment A ntNary public or other officer completing this certificabs verifies only the identity of the indindual who signed the truthfulness,document t�uraq or this validity dois cument. not the STATE OF CALIFORNIA COUNTY OF LOS ANGELES '/) p I On 2i 2" ) 20_,before me,rt i jyd I1GblllQ� , Notary Public, personally appeared Michael R. Langan who proved to me on the basis of satisfactory evidence to be the person(a) whose name(s) is/am subscribed to the within instrument and acknowledged to me that heAMeAW executed the same in hisifka !llerk authorized capacity(W, and that by his.� signature(II) on the instrument the person(s), or the entity upon behalf of which the person(g) 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 cone RKNARD A.AGUILAR _ Notary Public-C81ifOr ria WITNESS my hand and official seal. Las AnBPIn CrnuaY Commission!2269986 My Comm,Expires Dec 6,2022 SViahn d Notary Pubk i OPTIONAL Though the Information below is not required by law, It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this term to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ Individual ❑ Corporate Officer nDe(s) Title or Type of Doamteent O Partner(s) O Limited General Number of Pages O Attorney-In-Fact ❑ Trustee(s) ❑ GuardiaNConservator Date or Document ❑ Other: Signer is representing: Name of Person(s)Or ErsOy(ies) SVvx(s)Other Than Named Above THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY • CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY 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. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY. both being corporations organized and existing under the laws of the State of New Hamoshire. and CITIZENS INSURANCE COMPANY OF AMERICA.a corpora0cn organized and existing under the laws of the State of Michigan,(hereinafter individually and collectively the'Company-)does hereby constitute and appoint, Michael R.Langan Of Michael Rushing Langan of Pasadena,CA each individually, if there be more than one named.as Its true and lawful anorney(Syin-fact to sign,execute, seal, acknowledge and deliver for. and on its behalf. and as its act and deed any place within the United States. any and all surety bones, recognizances, undertakings, or other surety obligations. The execution of such surety bones, recognizances, undertakings or surety obligations, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that tnis power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States,not to exceed Ten Million and No1100(S10,000,000)in any single instance That this power is made and executed Duri to the authority,of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President.in conjunction wuh any Vice President, be and they hereby are authorized and empowered to appoint Aderneys4n-fact of the Companv, in its name and as it acts, :o execute and acknowledge for and on (is behalf as surety, any and all bonds.recognizances, contracts cf indemnify.waivers of citaunn and all other%vnures obligatory in the nature thereof,with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-tact shall be binding upon the Company as It they had Deer.duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney ane cendication in respect thereto.granted and executed by the President or Vice President in conjunction win any Vice President of the Company, snall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7. 1981 -The Hanover Insurance Company: Adopted April 14. 1982- Massachusetts Bay Insurance Company; AdoDtec September 7. 2001-Citizens Insurance Company of America and affirmed by each Company on March 24,2014) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY. MASSACHUSETTS SAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, holy attested by two Vice Presidents.this 1C•ray of September,2020. THE HANOVER INSU E COMPANY THE MASSACHUSETTS INSURANCE COMPANY MASSACHUSETTB Y I RANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INS URA E C PANY OF AMERICA CITIZ NS INSURANCE COMPANY OF AMERICA r train J Vigo Pr.aneenl J H.Kawiacki.Vice President acr • (� r� THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 10" day of September, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bav Insurance Company and Citizens:nsuraace Comoary of America, o me cersonally known to be the individuals and officers described herein,and acknowledged mat the seals affixed to:he preceding instrument are the corporate seats of The Hanover Insurance CumOany,rvlassacnusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by in-—li- ty and direction of said Corporations. ARLEEN V. SIIt ,MONS Not.n Pgmnc M mfil, C,,m OF W Afy Co n i s i On6.Expires u t�e c tI9 �"fnei"On F"dr" My Cortlmtsslor Expires June 15.2020 km. :e. Mu I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts day Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies.and do hereby further certify that the said Powers of Attorney are still in force and effect. // J GIVEN under my hand and the seals of said Companies.at Worcester.hlassachusens.this /'0ay cf a:NCIE r M}<!-S1gCNU5EI15 gn• INS UfIPNCE(:UMYeNi YILI jf•lSiNdNdCiUW YMNV UE�YCNIC. CERTIFIED COPY ;, w.aawwa.., 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 have received the bonds for �19i��t•yL / �G/7/ )U/Gill Di J. /LCJ (Comps Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. 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 (council Approval Date) CC No. �5��� -Agende No. '1D— /5,�51— MSC No. City Clerk Vault No. �i OCI. SO Other No. SIRE System ID No. g)forms/bond transmittal to treasurer Recorded in Official Records, Orange County Hugh Nguyen,Clerk-Recorder 11111111111911111111111111111111IBI1111111111Id1111111111111 NO FEE PLEASE COMPLETE THIS INFORMATION . s R 0 0 1 2 2 1 2 9 0 8 5 RECORDING REQUESTED BY: 2020000680891 4.28 prn 11123120 65 Sec4A N12 1 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 Arm John Martin 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 92648,that the contract heretofore awarded to Sancon Technologies,Inc.,who was the company thereon for doing the following work to-wit FY19-20 Sewer Lining,Project#CC1599 That mid work was completed 1110212020 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 1110212020,per City Council Resolution No.2003-70 adopted October 6,2003. That upon said contract The Hanover Insurance 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 contemplated under Government Code Section 27383 and should be recorded free of charge. ,, �/L / I/ z2 "), 70/2r1p Dim ctor is Works or City Engineer Date 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 knowleage. 1 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 o/ �4J, „/O� /'/�/?J�r' the City of Huntington Beach,as contemplated under Government code section 27383 and Dirobtor of ublic 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 too 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: �I�S4 SUBJECT: Bond Acceptance I have received the bonds for &Ayl-?/`rx-,� Te,,,/-7PI2)�c.l 1 ?�. �/2 C/• (Company Nade) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. , /U 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 5-// A? (Council Approval Date) CC No. Agenda-Item No. MSC No. City Clerk Vault No. ���• .�fi 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 FY 19/20 Sewer Lining Project CC1599 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 19/20 SEWER LINING PROJECT, CC1599 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 EIGHT HUNDRED THIRTY NINE THOUSAND SEVENTY THREE Dollars ($ 839,073.00 ), 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 FORTY-FIVE ( 45 ) 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 DOLLARS ($ 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 l 6-5195/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:JOHN MARTIN , Public Works ATTN: MARK WEBER 2000 Main Street Huntington Beach, CA 92648 5$41 En ineer Dr. Huntin ton 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 �vno,�i , 20Z_+ IfiPPkD✓E7.) urJz ':!WA L /8, .ZU.-e. CONTRACTOR—,, CITY OF HUNTINGTON BEACH,a municipal corporation ofth California By: 'y 0n.I[�-. P car S o n s ma/gr�� (print name) ITS: Chairman/(residen /Vice-President City Clerk w r� (circle one) INITIATED AND APPROVED: ND By: Dire or of Pu lic Works �'7a_✓�/ ✓�v✓ (print name) VI AN APPR ED- ITS: ecr ry / Chief Financial Officer / Asst. Secrets easurer (circle one) City Manager APPRO D AS T F RM: <'� City Attorney 25 16-5195/City Funded Construction Contract.docx—revised 04/2016 SECTION C PROPOSAL for the construction of FY 2019/20 SEWER LINING PROJECT CC No. 1599 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed 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 45 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 re-advertise 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. Or- Accompanying this proposal of bid,find Q t4 in the amount of f��6(b which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed 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 der's Signature 9 3/ Z-b/2,0 C-z SECTION C PROJECT BID SCHEDULE A FY 19/20 SEWER LINING PROJECT CC 1599 BID ITEMS Item Description Quantity Unit Unit Cost Total Cost No. (Extension) 1 Mobilization 1 LS 2 Install&Maintain Construction BMP's 1 LS Construction Traffic Control(Note: Contractor to submit Traffic 3 Control Plan to Caltrans for lining work on Cypress Dr. in RD S 5-272) 1 LS $ $ Preliminary cleaning and video inspection of 8" sewer main 4 (Note: calcium deposits and tree roots previously 95% removed by City staff in the last year) 23,775 LF Preliminary cleaning and video inspection of 15" sewer main 5 (Note: calcium deposits and tree roots previously 95% 2, removed by City staff in the last year) 2,170 LF $ I $ Install liner with approved epoxy or epoxy-vinyl ester-resin 6 tube and post video inspection of 8"sewer main 23,775 LF $ M•90 $ 7 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 15"sewer main 2,170 LF $ S1'90 $ Ili S 8 Grind and re-open sewer service lateral 660 EA 9 Manhole Rehabilitation (Depth 6'-7') 106 EA 10 Calcium or root removal in 8"sewer main(Allowance) 1160 LF 9 11 Calcium or root removal in 15"sewer main (Allowance) 110 LF $ $ TOTAL BID AMOUNT (BASIS OF AWARD) —SCHEDULE A $ 83�,0- -3 TOTAL BID AMOUNT IN WORDS: _ EIG,� ���t� HVIY- 1✓i.v6 )rlNSOI�6 ( E&VC Ty- G p0 5 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 Iteni(s) Subcontractor License Registration# 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 /7 Z� , at 96tirortraA 'jAu/ ,A Date City State a" �AR�S , being first duly sworn, deposes and says that he or she is -T-gsItn'VT of rNw,,►Ticu+NotomrksF In(, 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. aTu-I N oc,p A r ES /NG Name of Bidder am� Signature of Bidder 544I CNU/Nkrt0— 9 t' OT,ry�rrc� Address of Bidder CPI q Z(V4 q 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 FY2019/20 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. 94#-Jt,v/4 lf,cN�rOGa�lrS 9 w� Contractor By Cruu� Title Date: 41171h 20 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 "'ONO If the answer is yes, explain the circumstances in the space provided. LA 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. l>f}nJc°rl ���.}Noc,oGi�S. IN�, Contractor (2�� = By l "N UGK �QIF'S I "t Title Date: If-7 12-u-r-o C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: 07-VN(,r1N 1 1L- C*1Q0A,6 GA I r 5 Jog- Bidder Name Business Address City, State Zip Telephone Number Email Address -7-740'50S- A- , 3 . C'to , C&I State Contractor's License No. and Class I �ZS r 2vc�t7 Original Date Issued 1/30 /2022 Expiration Date The work site was inspected by JeM IMt1ZrJr_?-- of our office on q66Izz , 201_. The following are persons, firms, and corporations having a principal interest in this proposal: Ct�ycK t��K.SorS 1�KhSr���-� �T►z�,ASv�[.� Gn�y ✓e.r=.�,.� V�c�.. �R-�s►D�;.,�-r � c��.c;,w�-Z�4t2-i� 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. �A.�c.cr ( kCNnrur.oti���.S , lN� Company Nam Signature of Bidder N uCX Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 17 day of April , 20120. 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 Califor ) County of Orange ) On April 17, 2020 before me, C. Vizcarra,Notary Month, Day, and Year Insert Name and Title of Notary personally appeared Chuck 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 paragraph is true and correct. WITNESS my hand and official seal. C.V11CARRA COMM. #2166943 z Notary Public-CabforNa Orange County Comm.Expires Oct.30,2020 Signature , Signatu f 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{Describe specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,000 of 8-inch and greater in public right-of-way. Sanitary sewer lift stations of similar size, project work within public streets,an area containing high ground water and pipeline construction in high ground water regions with trench depths of 8-feet to the invert."}. 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. (OW4 &44H kn A].� kP49JPV" . IYOO F— WAP-bwcD f-A . L,.N(4 &AC.�+ oil 9o?'07 Name and Address of Public Agency Name and Telephone No. of Project Manager: OA41,1No AVfwDA Qo (66z 570-2,33q y5 &q2 a" OPP 4t4 46 Zv z-& Contract Amount Type of Work Date Completed Pr vide additional project description to show similar work: Ul.li'"r q4299 a- ar- $-,NcH SLw r-�i2 2. On aF t An a ISV-4e,,& 32-400 PASkp ADr-tA�ro �Anj JgAn! 8V)STf44A/V Name and Address of Public Agency CA 9 2(�'1-T Name and Telephone No. of Project Manager: M'KII- MA-,1&15 (,14q)443-(032(e Contract Amount Type of Work Date Completed Provide additional project description to show similar work: OApp Q90 L.F x Gam", -),,�?O 1,r- x g,fi 2%0 GF x lg A.-ib Rk44A I&IGJ TE— C24) MAW)OL-ES 3. U-M or- 13obry A ?AC-I( Name and Address of Public Agency Name and Telephone No. of Project Manager: Le,4d foR✓ 4AIJOS (-VI 5(02- 37o50 5321 31q CIS' tZ tA>,3 2aI $' Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 01 p p 7 O t C) [r � Y~ ANO I Z F� 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. gy Ah 1m u IH Name of proposed Project Manager Telephone No. of proposed Project Manager: C7�4� gq�" 2323 4 394,&qq JA"Eg- 14> jZtAAS as 'CIP? Project Nam�er�& Contract Amount Type of Work Date Completed 41554,&33 rltAn000- rAObr-%(A-rQIAL Sl=4J R- MAUL �.I N INE hnZ- LAti yN R CA%' g• l c-) -Z-'O 19 Project 1Name & Contract Amount Type of Work Date Completed L�m�Tg TevNti' w��e 444P,6 Gz? t5-' 1 g" � Project Name & Contract Amount Type of Work Date Completed 2. LAHN / I/T?,yf—(2 Name of proposed Superintendent Telephone No. of proposed Superintendent: (17 N) 8"q I-23 23 4 v�(3i 1 Norµ (tire, �� b h-Ofe- I M pgwv mFntT 2yr Project Name & Contract Amount Type of Work Date Completed 1532, 9Iq IV /bZ7 sf.Wr.e bmmh ;4 JAQKLis (OcAT-oAS OP? Co a Project Name & Contract Amount Type of Work Date Completed 132, zZ 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://efi ling.dir.ca.gov/PWCR/ActionS ervlet?action=displayPWCRegistrationForm 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 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.�]' SpNrt#J 1 �14AW (4 1 r,,S �NG Contractor 0,1�1 By e��� Srcvv ,CGM Email 7R-fis 1 Dx.s r Date: 4I.7 /2,vZc) Title PWC Registration #: (0-080f C-12 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH MARCH 26, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of April 7, 2020 with the new bid due date of May 5, 2020. The bid due time of 2:00 PM and location of City Clerk's Office(2Id Floor, City Hall) remain the same. For Sheet Al, the bid opening location will remain the same. This is to acknowledge receipt and review of Addendum Number One, dated March 26, 2020 Sprq.rl Company Name By Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH APRIL 8, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of May 5,2020 with the new bid due date of April 28, 2020. Due to the COVID-19 pandemic, bids hand delivered,will only be accepted between the hours of 1:00 PM and 2:00 PM, immediately outside of the Civic Center entrance,on the day of bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids to allow for additional bid processing and acceptance times due to the safety measures described above. This is to acknowledge receipt and review of Addendum Number Two, dated April 8, 2020 lw.�— OXIL-2��= Company Name ]] By `{/17�2u2�1 Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. # i o CORVE8190 CaREZ"M} 0711 - Thixotropic Vinyl Ester Resin s INTERPLAOC CORPORATION ThermosetResins Division Technical Data Sheet CORVE8190 is a promoted,thixotropic, corrosion resistant, epoxy vinyl ester resin for use in the manufacture of liner pipe using cured-in-place techniques.The corrosion resistance of this resin is comparable to CORVE8100,which is listed in "CoREZYNO Vinyl Ester Resins" publication 11/06 B-006c. Data on any specific testing or corrosion recommendations will be supplied upon request. FEATURES BENEFITS • Moderate Com osite.Exotherm • Resistant to distortion during cure cycle • Fast Cure Time • Shorter c cle times and fast hardness development • Good Fiberglass Wet-Out • High composites physical properties • Tested Under ASTM D2990 for Flexural Modulus • Retains structural integrity under load in severe Creep conditions LIQUID PROPERTIES RESULTS Viscosity, Brookfield Model RV#4 Spindle @ 20 rpm,77°F(25°C),cps 2,000-4,000 Thixotropic Index 2.9-3.9 Gel Time run in a 150°F(66°C)water bath,catalyzed with 1.0 phr of Perkadox 16 and 0.5 phr of Trigonox C* Gel Time, 140°F to 160°F(60-71°C), min:sec 10:00-20:00 Gel to Peak, 160°F(71°C)to Peak Exotherm Time, min:sec 2:00-10:00 Peak Exotherm 310-400°F 154-204°C Non-Volatile Content,% 58.0-66.0 Room Temperature Catalyzed Stability, hours >24 Specific Gravit 1.05-1.08 TYPICAL PROPERTIES Thickness 118 inch(3.2 mm)Casting 114 inch(6.4 mm)Laminate Construction Not Applicable CIPP Felt Laminate Flexural Strength,ASTM D790 19,100 psi 132 MPa 11,000 psi 76 MPa Flexural Modulus,ASTM D790 4.7 x 105 psi 3,241 MPa 5.1 x 105 psi 3,500 MPa Tensile Strength,ASTM D638 11,000 psi 76 MPa 6,800 psi 47 MPa Tensile Modulus,ASTM D638 4.6 x 105 psi 3,172 MPa 5.3 x 105 psi 3,700 MPa Tensile Elongation,ASTM D638 4.2 % 4.2 % 2.0 % 2.0 % Barcol Hardness,934-1 gauge,ASTM D2583 36 36 N/A N/A Heat Distortion Temperature,ASTM D648 215 °F 102 °C 197 °F 92 °C .The gel time and reactivity will vary due to the type and concentration of Free Radical Initiator(catalyst),shop temperature,humidity,and type of fillers used.In order to meet your individual needs consult our technical sales representative for assistance.If using methyl ethyl ketone peroxide (MEKP)to gel and cure CoREZYN®vinyl esters,we recommend only these four brands:Cadox®L-50a(AI¢o Nobel);Luperox®DHD-9(Arkema);Hi-Point®90(Pergan);or Noroxp MEKP-925(Syrgis).These must be used at the appropriate ercenta a and suitable temperature.Contact your Interplasbc Corporation representative for assistance. All specifications and properties specified above are approximate. Specifications and properties of material delivered may vary slightly INTERPLASTIC CORPORATION from those given above.Interplastic Corporation makes no representations of fact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above.Final determination of 2015 Northeast Broadway Street the suitability of the material for the use contemplated is the sole responsibility of the Buyer.The Thermoset Resins Division's technical Minneapolis, Minnesota 55413-1775 sales representatives will assist in developing procedures to fit individual requirements. 651.481.6860 Fax 612.331.4235 www.interplastic.com Revised: 9/10 brroiufrnan L.J. Broutman&Assoc., Ltd. 3424 South State Street April 2, 1998 Chicago, IL 60616 infor@broutman.com 1r. Rey de la Rosa www.broutman.com LIaboratory Services Manager Tel: 312. 842. 4100 Fax.,312. 842. 3583 Interplastic Corporation Commercial Resins Div. 2015 N.E. Broadway St. Minneapolis, MN 55413 Tel: 612-481-6860 Fax: 612-331-4235 Subject: Final Report for LJBA File No. 56-216, "Flexural Creep Evaluation of Submitted CORVE 8170, 13#199-098 Material at +73°F, 50% R. H. per ASTM D2990-95" Dear Mr. de la Rosa: This report summarizes results obtained at LJBA in the static flexural creep testing of CORVE 8170, B#199-098 material at two (2) stress levels. All sample material tested was submitted by you in a finished and "ready-to test"ASTM D790 flex specimen configuration. A series of 1000 hour duration flexural creep testing was performed at LJBA per ASTM D2990-95 with three (3) replicate specimens tested at 1300 psi (.25%E) and 2600 psi :'.50%E) based on flexural modulus determinations supplied by you. The specimen deflection was recorded at time intervals with the physical readings taken in place, using fixed precision dial indicators. A table of the actual average results of the individual tests performed are attached as Table 1 . Plots of the resulting deflection vs. time can be found in Figure 1 and flexural creep modulus vs. time in Figure 2. Also, an extrapolation of the creep modulus data to 10,000 hours and 50 years has been supplied as an addendum to this test report. If you have any questions regarding the above submittal, please contact the undersigned. This report shall not be reproduced, except in full, without the written approval of L. J. Broutman & Associates, Ltd. Respectfully submitted, Kevin O'Donnel , an erg;,. Mechanical Testing Services ; L. J. Broutman and Associates, Ltd. J AMC) A TSR No. 97-103 (Final) August 21, 1998 FLEX CREEP TEST Summary In response to your request, a set of composite materials named CCR 75-200-386 and VEX 195-056 were received and tested for flexural creep properties per ASTMnformation is nece nary to procedures. (See Figure 1 attached), We understand that this i verify the accuracy of previously tested material and will facilitate the use of your product. The test performed is in accordance with ASTM procedures. The duration of the test calls for fourteen months of continuous exposure to a specified load of 400 psi. The test results reported are for 10,000 hours or fourteen months exposure shown in Figure 2 r attached. After the 10,000 hour test, the graph shows that the specified load weight that was applied to each specimen did not affect the materials. No excessive creepage was detected during the test and it is safe to say that under normal conditions the integrity of . the tested materials will remain intact even when weights are applied. We hope that the data furnished will be beneficial to the success of your program. If you have any questions regarding the data furnished, please feel free to contact us or call your Amoco representative. P. P. Borja Naperville D-7 PPB/jmf Tech\TSR97103.doc Attachment INTERPLASTIC CORPORATION Thermoset Resins Division 2015 Northeast Broadway Street Minneapolis, Minnesota 55413-1775 .ter. (651)481-6860 Fax(612)331-4235 ASTM D-2990 10,000-Hour Flexural Modulus Creep Data (400 psi Stress Load) COR72-AA or CA Type Products CORVE8190 Product Test Time, hours Flexural Modulus, psi Flexural Modulus, psi 0.01 596,753.00 537,589.00 0.1 596,752.30 537,588.10 0.2 596,751.70 537,587.30 0.5 596,749.70 537,584.70 1 596,746.40 537,580.40 2 596,739.90 537,571.80 5 596,720.20 537,546.00 20 596,621.70 537,417.00 50 596,424.80 537,158.90 100 596,096.60 536,728.90 200 595,440.10 535,868.70 500 593,470.90 533,288.30 700 592,158.00 531,568.00 1000 590,188.70 528,987.50 3600 573,121.50 506,623.60 4000 570,495.80 503,183.00 4400 567,870.10 499,742.40 5000 563,931.50 494,581.50 5500 560,649.40 490,280.80 10000 531,110.00 451,574.00 t r 438000 558,765 487,811 (260 psi Stress Load) COR72-AA or CA Type Products COR72-AT or AZ Type Products Test Time,hours Flexural Modulus, psi Flexural Modulus, psi 0.017 419,176.00 467,106.00 0.1 411,527.00 460,029.00 0.2 405,606.00 456,570.00 0.5 399,853.00 454,860.00 1 397,037.00 449,806.00 2 391,522.00 446,499.00 5 382,232.00 435,296.00 20 359,103.00 424,642.00 50 334,595.00 405,908.00 100 324,952.00 399,499.00 200 307,244.00 375,999.00 500 271,707.00 343,073.00 700 255,110.00 330,021.00 1000 249,466.00 327,352.00 6200 204,643.00 277,278.00 10000 168,559.00 257,369.00 438000 143,392 236,486 Note; The results in bold italics were calculated from the equation obtained from the trendline from the graphs. i All specification and properties shown are approximate. Specifications and properties of material delivered may vary slightly from those given above. Interplastic Corporation makes no representations offact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above. Final determination ofthe suitabifty ofthe material forthe use contemplated is the sole responsibility ofthe Buyer.The Thermoset Resins Division's technical sales representatives will assist in developing procedures to fit individual requirements. Date:August 21,2001 INTERPLASTIC CORPORATION ? -.. 2015 Northeast Broadway Street INTERPLASTIC CORPORATION Minneapolis, Minnesota 55413-1775 Thermoset Resins Division (651)481-6860 Fax(612)331 4235 May 2, 2006 Mr. Kaleel Rahaim 11014 Acanthus Lane Houston,TX 77095 Dear Mr. Rahaim: Attached are the following IR spectra for the CIPP CD revision: • COR72-AA Type Resins • COR72-AT Type Resins • COR78-AA Type Resins • COR78-AT-3XX Type Resins • COR78-AT-4XX Type Resins • CORVE8190 I will send an unprotected copy to Bobbi Jensen so she may incorporate the graphs to the CD as needed. If you have any questions regarding this information or need more information on any of our products in general, please call us. Sincerely, Jason Schiro, Senior Chemist Corrosion and Specialty Resins JDS:alk cc: T Bennett,D Dana,D Herzog, B Jensen,T McCabe CIPP IR Spectra Rahaim,K JDS 0S0206.doc I L ( o iCD 11 T I Z Ln Lr, �l O r 1 a a)°2 IIt I �Lo d >,`�N O OC co co OO 0 O � cn ca X 1 cmr U Oa)LL ca c 0 11 Q vi CC) jl IL o Q� it OC z CO E W Z O >' C\l N cd A ■� I� O CD I! � CL II F t z Q o 0= LO CD �-� Q Oo N N 1 oN U� I OO CD LLJ� N O O� 00 I� O Lq d cy7 N r d z� T r r O O O O O O O O O Q n cn 0 cd C cJ N li CD C) z LO Lf) co 0 a) C2 cc �t U)LO co 0 Lo CL 0 -0 0 x C) W U) C) (1) Oj LL P: -C, El U) (z CO (D 00 -C- Cl) a. z 0 Q-OD LU LO E F- LO 73 z C\l C:) L,)C\j 3W: i > C) 0 CD cr) CL cz) i CD LO .0 E O CL N 0-- un CD C) (Z) C\l 0 0) co tl- (.C) LO C\l C:) — O C; O C; O C; O O CD C) i Ij i O n 0 O r 1�L li 3 y { ID i Ln d T {� i !I la Z LO� r O N ,{ Q m 2 i It p cn�cO I: CD IL N — O x 3 NCO �� N O 00i x r ; U o �� Q ai 0 � t -� O z �� li c w Lo c— if O a) zCQ N Lf) CO � r k la i E 3 N i i ^ 4 i... 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" U a) I,%- co tx'�• N W Q) 'C�FT-1=1'f=f�1= f=1=Ft-F�i=1=f--F'=i=1=1=1=�1=1-T-i==1-�F'--1=F=-i=��F+F-� 1-R I -� O WL O Z� d Co N CD 00 O � d 0'J N T O r r r r r O O O O O O O O O 6 Q Q fA O I� y � � j I O O IILO T Z LO � TN o I a a (D OLo `n O IL O pox ) CD C) Ncn N �l T" U m �u" N m� CO a o �v L c Ea W �I I� c! Z Nam it O Nc(S t�I �) I �i CD o i j j z o ii i CD �N T LO m> 00 05 n u O- > u a) U l= o g V r. O a L Q.'47 r-�-�r-�=r--c=�-jr.�r_�r-.��=r.=R-�-r==��r �+��-�- j-�-��� --�•r--��- �` � � O Z� QO L COf) d� d C� C� N N LO O Cn O r r- O O O O O O O O Q -0 to o Phone 713-692-8373 }1'CS,Inc,Consuftarlts Fax 713-692-85a2 416 pirXering Street,Houston,TX 77091 Toll T13-Fre9 92-8.692-E EST www.ht511ouston.com H�li Ilw R++ 4 pXcellence in Engineering,Gon$Ulfing,Testing afrd Inspection r November 28, 2008 Tnterplastic Corporation j'het7.joset Resins Division 201.5 Northeast Broadway Street Mi;,uzcapolis, Minnesota 55413-4235 Attn. MT. Jason. Selairo, Senior Chemist Corrosion and Specialty Resins Re: Chemical Resistance`)resting of Cured in-Flace Pipe(CIPP) Samples COR78-221.-036 o Deaa Mx. Schiro: Please find enclosed chemical resistance test results for sluT3ples of Cured-in-Place Pipe received in our laboratory in July and October of this year. per your instructions the samples have been identified as follows; * COR78-221-036 * COR.72-AT type • Vatue-Rez type COR78-AT-4XX type • CORM=8190 All of the test coupons were prepared and post-cured by thy. Research and Development Laboratory of Interplastic Corporation's 'T'heimoset ReSit:s Division. 'The resin was catalyzed with 0.74% and 0.37% by weight of A.1czo Nobgmlk'� .Pcrkadox 16 and Trigonox C . respectively. The catalyzed resin was impregnated in tIle felt and clamped between Metal plates with precision spacers. The panels were 904�l at 150° F (66°C;) anal :herd at that temperature for Pour hours. The panels were the,, :i,c�st-cured at 180°F Ig2°[�) for sixteen addit:iorial hours. The test coupons were cut zncl 1?` ;ed. from the dared paa�els. Ea.c,h conpou was edge-coated witb the same i-esin used to cx:-nsTruct the cnu.pon, and post- cured iin additional 4 hours at 1501 (660C). i •Geotechnloal Engineering'Materials Tasting and Inapection•Environmontal site Asseeaments•Qeosynthett and Conte %Gn QA/CC Serving the Construction, Petroleum and Waste industries i The testing program was conducted in accordance with the following: • ASTM F1216, "Practice for Rehabilitation of Existing Pipelines and Conduits by the biversion and Curing of a Resin—Impregnated Tube". • ASTM F1743, "Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation Of Cured-in-Place Them-iosettiing Resin Pipe(CIPP)". • ASTM D5813, "Standard Specification for Cured-m-Place Thermosetting Resin Sewer Pipe" . • ASTM D2122, "Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings". • ASTM D790, "Test Method for Flexural Prolierties of Unreinfoiced and Reinforced Plastics". The initial weight, hardness (ASTM D2583) and thickness; (ASTM D2122) of each coupon sample was recotded prior to immersion. One (1) coupon sample was utilized as a control base sample. The coupon samples were immersed in 10 different chemical reagents. Eight of the reagents are as specified in ASTM F1216, section X2, Table X2.1. The other two reagents (Nitric Acid 1%fund Sulfuric Acid 5%) are as specified in ASTM F1743, section 8, table 2. The coupon samples were exposed to t]je reagents for a period of 30 days. At the end of 30 days the coupon samples were removed from.the reagent containers, rinsed, dried,weighed paid tested for thickness and hardness. The coupon samples were then tested for flexural streza.gth and flexural modulus of elasticity. A summary of all test data and percent change in each property is included in the attached sumnawy of test data. ASTM F1216, Section X2.2.1 states that the test specimens should lose no more than 20% of their initial flexural strength anal Flexural modulus during the exposure time. As indicated by these test results, all of these samples comply with that specification requirement. Should you have any questions or comments regarding these tests or this report,�ilease do not hesitate to call ins. Thank you very much. Sincerely, fA . Khamla Pbouangsavanh C 'ef Chemist Tarry L. McMichael CEO/Principal SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR78 AT-4XX Duration: 1 Year Date Tested: 10/8/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value °!o Change Tap water Observation 543 N/A No Change pH 7.1 (100%) Weight 543 g 134.1 134.8 0.52 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.274 0.274 0.00 MM. 6.9 6.9 0.00 Max. Flexural 790 psi 8777.9 8534.2 -2.78 Modulus 790 psi 633225 601293 -6.04 Nitric Acid Observation 543 N/A spot of cloud pH 0.5 (5%) Weight 543 g 141.2 141.7 0.36 Hardness 2583 89 88 -1.12 Thickness 2122 in. 0.281 0.281 0.00 MM. 7.1 7.1 0.00 Max. Flexural 790 psi 8777.9 8392.6 -4.39 Modulus 790 psis 633225 561239 -11.37 Phosphoric Acid Observation 543 NIA Spot of cloud pH 0.5 (10%) Weight 543 g 137.8 138.0 0.15 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.286 0.286 0.00 MM. 7.3 7.3 0.00 Max. Flexural 790 psi 8777.9 8358.2 -4.78 Modulus 790 psi 1 633225 603430 -4.71 Sulfuric Acid Observation 543 N/A spot of cloud pH 0.1 (10%) Weight 543 g 142.9 143.0 0.07 Hardness 2583 90 89 -1.11 Thickness 2122 in. 0.287 0.287 0.00 MM. 7.3 7.3 0.00 Max. Flexural 790 psi 8777.9 8520.6 -2.93 Modulus 790 psi 633225 588194 -7.11 IC08F55.002Y.Doc -Page 1 of 3 I SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR78-AT-4XX Duration: 1 Year Date Tested: 10/8/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Gasoline Observation 543 N/A ]Light Brown pH-NA (100%) Weight 543 g 140.3 141.3 0.71 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.275 0.275 0.00 mm. 7.0 7.0 0.00 Max. Flexural 790 psi 8777.9 8386.4 -4.46 Modulus 790 psi 633225 569803 40.02 Vegetable Oil Observation 543 N/A No Change pH-NA (100%) Weight 543 g 137.1 137.2 0.07 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.272 0.272 0.00 mm. 6.9 6.9 0.00 Max. Flexural 790 psi 8777.9 8460.7 -3.61 Modulus 790 psi 633225 635176 0.31 Detergent Observation 543 N/A No Change pH 6.3 (0.1%) Weight 543 g 131.9 132.6 0.53 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.264 0.264 0.00 mm. 6.7 6.7 0.00 Max. Flexural 790 psi 8777.9 8412.7 -4.16 Modulus 790 psi 633225 606685 -4.19 Soap Observation 543 N/A No change pH 4.7 (0.1%) Weight 543 g 140.0 140.7 0.50 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.276 0.276 0.00 mm. 7.0 7.0 0.00 Max. Flexural 790 psi 8777.9 8564.3 -2.43 Modulus 790 1 psi L 633225 1 610336 -3.61 IC08F55.002Y.Doc-Page 2 of 3 4 H1a:*,INC. i I SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR78-AT-4XX Duration: 1 Year Date Tested: 10/8/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value % Change Nitric Acid Observation 543 NIA spot of cloud pH 1.2 0%) Weight 543 g 131.8 132.6 0.53 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.264 0.264 0.00 mm. 6.7 6.7 0.00 Max.Flexural 790 psi 8777.9 9042.4 3.01 Modulus 790 psi 633225 697546 -5.63 Sulfuric Acid Observation 543 N/A spot of cloud pH 0.4 (5%) Weight 543 g 136.3 136.4 0.07 Hardness 2583 90 89 -1.11 Thickness 2122 in. 0.273 0.273 0.00 mm. 6.9 6.9 0.00 Max. Flexural 790 psi 8777.9 8630.0 -1.68 Modulus 790 psi 633225 579913 -8.42 lC08F55.002Y.Doc-Page 3 of 3 k iNc. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value % Change Tap water Observation 543 N/A No Change pH 7.5 (100%) Weight 543 g 100.1 101.1 1.05 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.230 0.230 0.00 mm. 5.8 5.8 0.00 Max.Flexural 790 psi 11298.0 11144.9 -1.36 Modulus 790 psi 492883 523578 6.23 Nitric Acid Observation 543 N/A Light Yellow pH 0,5 (5%) Weight 543 g 112.1 112.9 0.71 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.261 0.251 0.00 mm. 6.4 6.4 0.00 Max. Flexural 790 psi 11298.0 11581.3 2.51 Modulus 790 psi 492883 621434 5.79 Phosphoric Acid Observation 543 N/A No Change pH 0.4 (10%) Weight 543 g 110.2 110.8 0.54 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.249 0.249 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 11298.0 11166.0 -1.26 Modulus 790 psi 492883 510867 3.65 Sulfuric Acid Observation 543 N/A No Change pH 0.1 (10%) Weight 543 g 116.3 116.8 0.43 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.263 0.263 0.00 mm. 6.7 6.7 0.00 Max. Flexural 790 psi 11298.0 10711.5 -5.19 Modulus 790 psi 1 492883 506738 1 2.81 1C08F55.003Y.Doc-Page 1 of 3 &HTS,,1NC. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Gasoline Observation 543 1 NIA Light Brown pH-NA (100/o o ) Weight 543 g 120.1 121.6 1.17 Hardness 2583 88 81 -7.95 Thickness 2122 in. 0.266 0.266 0.00 MM. 6.8 6.8 0.00 Max. Flexural 790 psi 11298.0 9420.2 46.62 Modulus 790 psi 492883 406814 -17.46 Vegetable Oil Observation 543 N/A No Change pH-NA (100%) Weight 543 g 100.5 100.6 0.10 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.236 0.236 0.00 MM. 6.0 6.0 0.00 Max. Flexural 790 psi 11298.0 11393.4 0.84 Modulus 790 psi 492883 624464 6.41 Detergent Observation 543 N/A No Change pH 6.8 (0.1%) Weight 543 g 104.1 104.7 0.58 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.239 0.239 0.00 mm. 6.1 6.1 0.00 Max. Flexural 790 psi 11298.0 11195.8 -0.90 Modulus 790 psi 492883 517799 5.06 Soap Observation 543 N/A No Change pH 4.8 (0.1/o o ) Weight 543 g 106.0 106.7 0.66 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.245 0.245 0.00 MM. 6.2 6.2 0.00 Max. Flexural 790 psi 11298.0 11195.8 -0.90 Modulus 790 psi 1 492883 522367 5.98 IC08F55.003y.Doc-Page 2 of 3 E SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1-year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Fi-nit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Nitric Acid Observation 543 N/A No Change pH 1.1 (1%) Weight 543 108.3 109.0 0.65 Hardness 2583 89 89 0.00 Thickness 2122 . 0.260 0.250 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 11298 11051.6 -2.18 Modulus 790 psi 492883 523437 6.20 Sulfuric Acid Observation 543 N/A No Change pH 0.4 (5%) Weight 543 g 100.9 101.4 0.50 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.234 0.234 0.00 mm. 5.9 5.9 0.00 Max. Flexural 790 psi 11298.0 11160.3 -1.31 Modulus 790 psi 492883 516381 4.56 ICOSF55.003Y.Doc-Page 3 of 3 t ffH- TS,I C' *; SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR72-AT Duration: 1 Year Date Tested: 10l14/2009 FChemicaleagent Mechanical Test Method Unit Control1 Year ation) Property ASTM DSample Value %Change NIA No Change pH 7.7 ter Observation 543 131.0 131.7 0.53 (100%) Weight 543 9 Hardness 2583 91 91 0.00 Thickness 2122 in. 0.254 0.254 0.00 mm. 6.4 6.4 0.00 Max. Flexural 790 psi 9520.2 8497.0 -10.75 Modulus 790 psi 679890 661296 -2.73 Nitric Acid Observation 543 N/A Spot of cloud pH 0.4 (6%) Weight 543 g 132.7 133.0 0.23 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.262 0.262 0.00 mm. 6.7 6.7 0.00 Max. Flexural 790 psi 9520.2 8098.5 -14.93 Modulus 790 psi 679890 616084 -9.53 Phosphoric Acid Observation 543 N/A Spot of cloud pH 0.4 (10%) Weight 543 g 134.8 135.0 0.16 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.262 0.262 0.00 mm. 6.7 6.7 0.00 Max.Flexural 790 psi 9520.2 8582.4 -9.85 Modulus 790 psi 679890 665362 -2A4 Sulfuric Acid Observation 543 N/A Spot of cloud pH 0.1 (10%) Weight 543 g 136.5 136.7 0.16 Hardness 2583 91 91 0.00 Thickness 2122 in. 0.267 0.267 0.00 mm. 6.8 6.8 0.00 Max. Flexural 790 psi 9520.2 9323.9 -2.06 Modulus 790 psi 679890 661643 -2.68 IC08F55.004Y.Doc-Page 1 of 3 t SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR72-AT Duration: 1 Year Date Tested: 10/14/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Gasoline Observation 543 NIA No Change pH-NA o ) Weight 543 g 131.6 132.2 0.46 (10Q10 Hardness 2583 91 91 0.00 Thickness 2122 in. 0.268 0.268 0.00 MM. 6.8 6.8 0.00 Max. Flexural 790 psi 9520.2 8738.6 -8.21 Modulus 790 psi 679890 663947 -2.34 Vegetable Oil Observation 543 NIA No Change pH-NA (100%) Weight 543 g 133.6 133.6 0.07 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.262 0.262 0.00 mm. 6.7 6.7 0.00 Max. Flexural 790 psi 9520.2 9302.7 -2.28 Modulus 790 psi 679890 710166 4.45 Detergent Observation 543 N/A No Change pH 6.8 (0.1/o o ) Weight 543 g 128.6 129.4 0.62 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.255 0.255 0.00 MM. 6.6 6.5 0.00 Max. Flexural 790 psi 9520.2 9120.6 -4.20 Modulus 790 psi 679890 661283 -2.74 Soap Observation 543 N/A No Change pH 4.6 (0.1%) Weight 543 g 127.9 128.6 0.55 Hardness 2583 91 91 0.00 Thickness 2122 in. 0.266 0.265 0.00 MM. 6.5 6.6 0.00 Max. Flexural 790 psi 9520.2 9415.1 -1.10 Modulus 790 psi 1 679890 1 672379 -1.10 IC08F55.004Y.Doc-Page 2 of 3 i �►�,IllTC. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR72-AT Duration: 1 Year Date Tested. 10/14/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Nitric Acid Observation 543 NIA spot of cloud pH 1.0 (1%) Weight 543 g 142.6 143.0 0.28 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.266 0.266 0.00 mm. 6.8 6.8 0.00 Max. Flexural 790 psi 9520.2 9151.3 -3.87 Modulus 790 psi 679890 649823 -4.42 Sulfuric Acid Observation 543 N/A Spot of cloud pH 0.4 (5%) Weight 543 g 127.9 128.0 0.08 Hardness 2583 90 90 0.00 Thickness 2122 in. 0.256 0.266 0.00 MM. 6.5 6.6 0.00 t Max. Flexural 790 psi 9520.2 9179.4 -3.58 Modulus 790 psi 679890 645949 -4.99 IC08F55.004Y.Doc-Page 3 of 3 t �A 0,INC. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS Value-Rez SAMPLE ID: COR78-AT-329) Duration: 1 Year Date Tested: 1OM 512009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value % Change Tap water Observation 543 WA No Change pH 7.5 (100%) Weight 543 g 141.0 141.9 0.64 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.280 0.280 0.00 mm. 7.1 7.1 0.00 Max. Flexural 790 psi 9026.6 7703.9 -14.65 Modulus 790 psi 621316 630163 -14.67 Nitric Acid Observation 543 N/A spot of cloud pH 0.4 Weight 543 g 136.0 136.8 0.59 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.272 0.272 0.00 mm. 6.9 6.9 0.00 Max. Flexural 790 psi 9026.6 8416.4 -6.76 Modulus 790 psi 621316 551970 -11.16 Phosphoric Acid Observation 543 NIA No Change pH 0.4 (10%) Weight 543 g 136.2 137.0 0.59 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.269 0.269 0.00 mm. 6.8 6.8 0.00 Max. Flexural 790 psi 9026.6 8416.1 -6.76 Modulus 790 psi 621316 554765 -10.71 Sulfuric Acid Observation 543 NIA No Change pH 0.2 (10%) Weight 543 g 124.9 125.5 0.48 Hardness 2583 89 89 0.00 Thickness 2122 in. 0,243 0.243 0.00 mm. 6.2 6.2 0.00 Max. Flexural 790 psi 9026.6 8017.3 -11.18 Modulus 790 1 psi L 621316 585467 -5.77 IC08F55.005Y.Doc-Page 1 of 3 FHW7,s INC. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS Value-Rez SAMPLE ID: 1COR78-AT-329 Duration: 1 Year Date Testd: 10/15/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value % Change Gasoline Observation 543 NIA Light Brown pH-NA (100%) Weight 543 g 126.7 128.9 1.74 Hardness 2583 88 82 -6.82 Thickness 2122 in. 0.246 0.246 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 9026.E 7263.0 49.54 Modulus 790 psi 621316 499500 -19.61 Vegetable Oil Observation 543 N/A No Change pH-NA (100%) Weight 543 g 129.1 129.3 0.15 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.250 0.250 0.00 mm. 6.3 6.3 0.00 I Max. Flexural 790 psi 9026.6 8547.0 -5.31 Modulus 790 psi 621316 633679 1.99 Detergent Observation 543 N/A No Change pH 7.0 (0.1%) Weight 543 g 129.7 130.6 0.69 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.250 0.250 0.00 mm. 6.4 6.4 0.00 Max. Flexural 790 psi 9026.6 7903.8 42.44 Modulus 790 psi 621316 670342 -8.20 Soap Observation 543 N/A No Change pH 7.0 (0.1%) Weight 543 g 122.1 123.0 0.74 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.238 0.238 0.00 mm. 6.1 6.1 0.00 Max. Flexural 790 psi 9026.6 7384.3 -18.19 Modulus 790 1 psi 1 62131E 1 562878 -9.41 IC08F55.005Y.Doc-Page 2 of 3 jHg,ffS,1NC. _..... -.......... SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS Value-Rez SAMPLE ID: (COR78-AT-329) Duration: 1 Year Date Tested: 1011612009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Nitric Acid Observation 543 NIA No Change pH 1.0 ° Weight 543 g 126.0 126.9 0.71 (1/o) Hardness 2583 88 88 0.00 Thickness 2122 in. 0.24E 0.24E 0.00 mm. 6.3 6.3 0.00 Max.Flexural 790 psi 9026.6 7900.1 -12.48 Modulus 790 psi 621316 567220 -8.71 Sulfuric Acid Observation 543 N/A No Change pH 0.3 (5%) Weight 543 g 129.8 130.6 0.54 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.258 0.258 0.00 mm. 6.3 6.3 0.00 t Max. Flexural 790 psi 9026.E 8018.1 -11.17 Modulus 790 psi 1 62131E 1 592799 -4.59 IC08F55.005.Doc-Page 3 of 3 H.Z�INC. CORVE8190 ASTM F1216 & D543 (CIPP) Corrosion Data @ 73.4 +/-3.6°F (23 +/-2°C) Flexural Strength Retention,% Flexural Modulus Retention % Immersion Months Months Media 1 3 6 12 1 3 6 12 100%Tap Water(pH 6 9) 94 10i 108 101 00 109 105 108 57 100 101 — 5%Nitric Acid 102 106 100 102 105 109 106 105 10%Phosphoric Acid 112 112 105 114 93 103 99 100 10%Sulfuric Acid 103 91 102 100 100%Fuel C 93 104 106 108 96 96 104 102 0.1%Detergent 98 97 100 99 98 99 103 104 0.1%Soap Solution 103 109 109 101 103J 102 105 103 100%Vegetable Oil 106 108 110 102 98 104 101 103 ASTM D5813, F1743 & D543 (CIPP) Corrosion Data @ 73.4 +/- 3.6°F (23 +/- 2°C) Flexural Strength Retention,% Flexural Modulus Retention,% Immersion Months Months Media 1 3 6 12 1 3 6 12 1%Nitric Acid 108 101 96 102 M9696 101 102 5%Sulfuric Acid 107 110 110 102 104 103 100%Fuel 93 104 106 108 104 102 Deter ent 98 97 100 99 103 104 0.1%Soa Solution 103 109 109 101 105 1100%Ve etable Oil 106 108 110 102 101 103 Other Corrosion Data(CIPP) @ 73.4 +l- 3.6°F (23 +/-2°C) Flexural Strength Retention,% Flexural Modulus Retention,%° Immersion Months Months Media 1 3 6 12 1 3 6 12 1%Sodium Hydroxide 113 101 97 100 100 98 97 99 5%Sodium Hydroxide 105 101 89 75 102 101 77 40m /L Sodium Hydroxide 104 100 95 107 101 101 100 3 101 Note:Non-shaded regions are the applicable test durations as it relates to achievement of the minimum acceptable retentions. SANCON TECHNOUGES, INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)902-0115 STATE CONTRACTORS LICENSE#774055,CLASS W Fax:(714)902-0121 Sancon CIPP Cured-in-Place-Pipe (CIPP) This is to certify that Sancon Technologies is a certified installer of the Sancon CIPP Cured-in-Place Pipe Lining System / Process. Sancon CIPP is a resin impregnated composite felt tube, which can be cured in place by hot water, steam or ambient conditions after water inversion (ASTM F-1216) or Pull- in installation (ASTM F-1743) inside of an existing host pipe (sewer, storm drain, etc.). Once fully cured, it provides a jointless, seamless, continuous structural pipe within a pipe that covers holes, voids or cracks in the existing pipe while effectively preventing root intrusion, ground water infiltration & any possible ex-filtration to the surrounding soil while increasing the overall pipe flow capacity. When analyzed for a fully deteriorated host pipe condition, it effectively creates a new 50-year design life pipe within the existing host pipe with structural capabilities that exceed the original host pipe. Sancon CIPP Cured in Place Pipe Liner can be formulated and made using any of the below listed Greenbook approved Vinylester Resin systems to be in compliance with the physical and chemical resistance testing required by The Standard Specifications for Public Works Construction, "Greenbook" (2015 Edition) per Section 500-1.4.: Ashland 06405 (formerly Chemtron B9220),AOC L010 PPA or Interplastics CORVE 8190. Sancon CIPP is installed in accordance with ASTM F-1216 or ASTM F-1743 as specified by a particular project and/or as recommended by the manufacturer/installer. Sancon CIPP is a custom designed pipe liner that is available for pipes sizes 4" through 48" and is installed in custom lengths up to 2500' long. Please refer to ASTM F 1216 or ASTM F 1743 and SSPWC 500-1.4 for installation and design details for this product. Sancon CIPP is custom designed to specific site conditions and built to exact specifications for each job. It is assembled and QC'd locally in our Huntington Beach Facility. Once installed, CIPP requires minimal line maintenance. Maximum jetting pressure shall be no more than 1,500 PSI, and aggressive cleaning nozzles such as Lumberjacks, chain flails, Warthogs, root cutting equipment, etc. should not be used or else liner damage may occur. Physical Properties Property ASTM Method Value Flexural Strength D790 4,500 psi Flexural Modulus D790 250,000 psi Tensile Strength D638 3,000 psi Tensile Modulus D638 250,000 psi 5881 Engineer Drive Huntington Beach, CA 92649 SANCON TECHNOLOGIES' INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)902-0115 STATE CONTRACTORS LICENSE#774055,CLASS'A' Fax:(714)902-0121 Certified Laboratories — ASTM D 2990 / 790 Testing of CIPP Ramtech Laboratories 14104 Orange Ave Paramount, CA 90723 Boyle Consulting Engineers, PLLC 4340 Taggart Creek Rd, Suite G Charlotte, NC 28208 Wichita State University National Institute for Aviation Research 4004 N. Webb Rd Wichita, KS 67226 Microbac Laboratories One Allegheny Square, Suite 400 Pittsburgh, PA 15212 5881 Engineer Drive Huntington Beach, CA 92649 PAGE 1 OF 2 CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09-FULLY DETERIORATED GRAVITY PIPE CONDITIONS WITH PARTIALLY DETERIORATED CHECK Copyright October 3,2001,PEC Inc.,Helena,Montana Updated 2-24-2016 rip PROJECT: Huntington Beach FY 2018/19 Sewer Lining 8" D= Mean Inside Diameter of Orginal Pipe(in)= 8.0 inches H= Height of soil above top of pipe 10.0 feet W= Soil Density 120 Ib/ft' Hw= Height of water above=of pipe 7.0 feet 0= Percent ovality of orginal pipe 2.0%% EL= Long term modulus of elasticity for CIPP 125,000 psi 50%of short term modulus aL Long Term Flexural Strength = 4,500 psi E's= modulus of soil reaction 1000 psi 1000 psi for soil meeting conditions in this table Soil Class %Com action N= Safety Factor 2.0 SC1 Dumped SC2 85% SC3 90 R„ Water Bouyancy Factor(0.67 min.) SC4 95 1-0.33(Hw/H) 0.769 Dead Load(Wd)=W H R 1144 Live Lards on Pipe(PSI) Heiaht of Cover Dead Load(Wd)= 6.41 psi Live Load Transferred to Pipe iILbs/02 IHighway H20 Railway E80 I Airport 1 12.50 Groundwater Load (W„)=H„(62.4/144) 2 5.56 26.39 13,14 Groundwater Load(W.)= 3.03 psi 3 4.17 23,61 12.28 4 2.78 18A0 11.27 5 1.74 1667 10.09 6 1,39 15.63 8.79 Live Load(W j Enter From Table 7 1.22 12.15 7.85 Wi Live Load (HWY=2,RR=3, AIRPT=4) 2 ----------> 8 0.69 11.11 6.93 Live Load(Wi)= 0.00 psi 10 0 7.64 6.09 12 0 556 4.76 ck=Total External Pressure on Pipe= 14 0 4.17 3.06 (Wd+W +WI)= 9.44 psi 16 0 3.47 2.29 18 0 2.78 1,91 20 0 2.08 1.53 22 1 0 1.91 1.14 24 0 1.74 1.05 26 0 1.39 0 28 0 1.04 0 30 0 0.69 0 35 0 0 0 40 0 0 0 Thickness Required for Buckling Pressure (ASTM F1216-09 EQ X1.3) Ch= (1/N)[32R„B'E'.C(E,ID')]i1U) 9.44 psi EQ.X1.3 I= Moment of Inertia of CIPP=0/12 B'= Coefficient of elastic support =141+(4)(eA(-065H))I= 0.324 C= Ovality reduction factor =[(1-e/100)/(1+A/,00)2]' 0,836 t= Pipe wall thickness- (0.721)(D)[(q'N)2/(R.)(B')(E'.)(Et)(C)1('5) Minimum Wall Thickness(t)= 0.14 inches or 3.5 mm Recommended Wall Thickness(t)= 0.18 inches or 4.5 mm ` QµOf E o y Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216-09 EQ X1.4) Q� DI � NF� Z E= Initial modulus of elasticity(2X long term ED= 250,000 DR= Dimension Ratio=D/t 45.2 3 �. E/12(DR)'z.093 in-lbs 0.226 (okay if greater than 0.093) EQ.X1.4 �TF OF CAl1F� PAGE 2 OF 2 Partially Deteriorated Pipe Condition Check (ASTM 1216-09 EQ X1.1) Pw Groundwater load= (2KELC/(1-v2)(DR-1)3N EQ.X1.5 DR= (2(K)(EJ(C)/((P.,)(N)(1-v2))]('/3)+1 aL Long Term Flexural Strength = 4.500 psi Pw= 62.4ft+D/12)/144 3.32 psi K= Soil and existinq pipe enhancement factor 7.00 v= Poisson's Ratio 0.3 DR= 63.3 Minimum Wall Thickness 0.13 inches or 3.2 mm Minimum Pipe Wall Thickness for Ovalily, (ASTM 1216-09 EQ X1.2) (1.5e/l00)(1+p/100)(DR)2-0.5(1+p/100)(DR)-(a,)/(Pw,)(N)=0 EQ.X1.2 Solution of the Quadratic Equation for DR D R=-b±SQRT(b"2.4ac)/2a a= (1.56/100)(1+p/100) = 0.0306 b= 0.5(1+p/100) 0.5100 c= (aJ/(P.,)(N) -677.3 Maximum DR(ovality)= 140.7 Min.Wall Thickness(ovality)= 0.06 inches or 1.5 mm Minimum Wall Thickness(t)= 0.14 inches 3.5 mm Recommended Wall Thickness (t)= 0.18 inches 4.5 mm QµOFESS/ ZC 01 8�c �cyc JI = ` � U 217 .4 A y r r rF of c ll.�F���\P , PAGE 1 OF 2 CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09-FULLY DETERIORATED GRAVITY PIPE CONDITIONS WITH PARTIALLY DETERIORATED CHECK Copyright October 3,2001,PEC Inc.,Helena,Montana Updated 2-24-2016 rip PROJECT: Huntington Beach FY 2018119 Sewer Lining 15" D= Mean Inside Diameter of Orginal Pipe(in)= 15-0 inches H= Height of soil above top of pipe 15 0 feet W= Soil Density 120 Ib/ft3 H.= Height of water above t�of pipe 7 0 feet A= Percent ovality of orginal pipe E2.0%% EL= Long term modulus of elasticity for CIPP IA2 psi 50%of short term modulus oL Long Term Flexural Strength = psi E's= modulus of soil reaction psi 1000 psi for soil meeting conditions in this table Soil Class %Compaction N= Safety Factor SCt Dumped SC2 85% SC3 90% R„. Water Bouyancy Factor(0.67 min.) SC4 95% 1-0.33(H,/H) 0.846 Dead Load(Wa)=W H R„1144 Lim Lmds on 111111lo(per Heiaht of Cover Dead Load(Wa)= 10.58 psiLive Load Transferred to Pipe, Highway i Railway E80 1 12,50 Groundwater Load (W„)=H„(62.4/144) 2 5.56 26.39 13,14 Groundwater Load(W.)= 3.03 psi 3 4.17 23.61 12.28 4 2.78 18.40 11,27 5 1,74 1667 10,09 6 139 1563 879 Live Load(W,)Enter From Table 7 1.22 12.15 T85 W, Live Load (HWY=2,RR=3, AIRPT=4) 2 ------ 8 0.69 11.11 6.93 Live Load(Wj= 0.00 psi 10 0 7.64 6.09 12 0 556 476 qt=Total External Pressure on Pipe= 14 0 4.17 3.06 (Wa+W„+W.)= 13.61 psi 16 0 3.47 2.29 18 0 278 191 20 0 2,08 1.53 22 1 0 1.91 1,14 24 0 1.74 1.05 26 0 1,39 0 28 0 1.04 0 30 0 0.69 0 35 0 0 0 40 0 0 0 Thickness Required for Buckling Pressure (ASTM F1216-09 EQ X1.3) tk= (1/N)[32Rw,8'E',C(E,/D'j(") 13.61 psi EQ.X1.3 I= Moment of Inertia of CIPP=t3112 O QFtOFESS�O B'= Coefficient of elastic support =141+(4)(e"(-.065H))1= 0.399 O C= Ovality reduction factor =I(1-A/100)/(1+A/,00)2f 0.836 1] O t= Pipe wall thickness= (0 721)(D)[(qN)2/(R.)(B')(E'.)(E,)(C)lnnl tsr�T CMI. �P Minimum Wall Thickness(t)= 0.30 inches or 7.6 min F OF CA`0FO Recommended Wall Thickness(t)= 0.31 inches or 8.0 mm p,ilF ESS/p,� Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216-09 EQ X1.4) [ BFiy�F.yC E= Initial modulus of elasticity2XlongQ� ZT ( term E t)= 250.000 DR= Dimension Ratio=DR 47.6 fn E/12(DR)3 t 26173.093 in-lbs 0.193 (okay if greater than 0,093) EQ.X1.4 -4 t' CiV%%- ��\P rF OF CA\-\F PAGE 2 OF 2 Partially Deteriorated Pipe Condition Check (ASTM 1216-09 EQ X1.1) P = Groundwater load= (2KELC/(1-v2)(DR-1)3N EQ.X1.5 DR= I2(K)(EJ(C)/((P.)(N)(1-v2))]('a)+1 of Long Term Flexural Strength = 4.500 psi Pw= 62.4(1-1,+D/l2)/144 3.58 psi K= Soil and existing pipe enhancement factor 7.00 v= Poisson's Ratio 0.3 DR= 61.8 Minimum Wall Thickness 0.24 inches or 6.2 mm Minimum Pipe Wall Thickness for Ovality (ASTM 1216.09 EQ X1.2) (1.5&1100)(1+p/100)(DR)2-0.5(1+p/100)(DR)-(o,)/(P„)(N)=0 EQ.X1.2 Solution of the Quadratic Equation for DR DR=-b±SQRT(b"2Aac)/2a a= (1.561100)(1+p/100) = 0.0306 b= 0.5(1+p/100) 0.5100 c= (o,)/(P.)(N) -629.4 Maximum DR(ovality)= 135.3 Min.Wall Thickness(ovality)= 0.11 inches or 2.8 mm Minimum Wall Thickness (t)= 0.30 inches 7.6 mm Recommended Wall Thickness (t)= 0.31 inches 8.0 mm QikOFESwpt,_ / (00 `rfgT CM1. F OF The 44k\ The Hanover Insurance Company Hanover BID BOND Citizens Insurance Company of America Insurance Group® Massachusetts Bay Insuarnce Company CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place of business) Sancon Technologies,Inc. 5841 Engineer Drive The Hanover Insurance Company Huntington Beach,CA 92649 440 Lincoln Street Worcester, MA 01653 OWNER: (Name,legal status and address) City of Huntington Beach 2000 Main Street Huntington Beach,CA 92648 BOND AMOUNT: --------10%of Bid Amount----- PROJECT: (Name,location or address,and Project Number,if any) FY 2019/20 Sewer Lining Project CC No.1599 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 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. The Hanover Insurance Company vouches that the original text of this document conforms exactly to the text in AIA Document A310(2010 Edition) Bid Bond. Signed and sealed this 20th day of April 20 20 Witness Sancon Technologies,Inc. (Contractor as Principal) BY: BY: aa (Seal) Name: Name: CIAULK �Aiz0i1� Title: T��&�)aNT Witness The Hanover Insurance Company ��&AABy: BY: (Seal) Name: Name: Sara Poplawski Title: Attorney-in-fact The Hanover Insurance Company vouches that the original text of this document conforms exactly to the text in AIA Document A310(2010 Edition) Bid Bond. 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 Califor ' l County f J} On, 0 L�111'\Ilt C11,401-)o A-44 Date ere Insert N16t3am a d Title ofkt Officer J personally appeared Names)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 COLLEEN ROSE LIVINGSTON paragraph is true and correct. N'• Commission#2247157 NotaryPubfic-California c WITNESS m hand official seal. ORANGE County r y My Comm.Expires JUNE 22,2p22 Signat re Place Notary Seal and/or Stamp Above ignatu a of tary 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): ❑Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ---------- ------------ ©2017 National Notary Association THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY 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. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing underthe laws of the State of Michigan,(hereinafter individually and collectively the"Company")does hereby constitute and appoint, Sara Poplawski,Colleen Livingston,David Le,Alexia Caprio and/or David Machowski Of The Hanover Insurance Group,Santa Ana,CA each individually,if there be more than one named,as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States,in any amount That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute-and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with powerto attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981—The Hanover Insurance Company;Adopted April 14, 1982—Massachusetts Bay Insurance Company;Adopted September 7,2001 —Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 26th day of January,2019, The HanoweS Iruurance Company The Hanover Insurance Cam a Max.echusetts Hay Insuo-ance company P ny Massachusetts Bay Ensurance Company cik[cens Insurance C.nmparry of America Q '�� i •'"� wifeCd-¢ens Ins�crance vI � °°��µa Company s,f A m.erica Jahn C,Roche,EW and President James H.Rawiecki,vyce President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 261h day of January,2019 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. MANE J. YARMO gotrr ruub OOIal01aaa1a Or 1MtY�11Y rti OawiMvlan faDYr Diane J. Nolan,Puhlic My C--Ssion E.,pir s March 4.2022 I,the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 20`h day of April 2020 CERTIFIED COPY /l /iw Theodore G.M.:rtirez,Vice Presiu'eot 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 ysz, /Za20 before me, CNizcarra, A Notary Public //�� (insert name and title of the officer) personally appeared (it-w< pnAs'7IUS who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/afe subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in his/#ef/theif authorized capacity(+es), and that by his/"rr '4t e#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. C.VIICARRA COMM. #2166943 z as Notary Public-California p0 WITNESS my hand and official seal. _ . Orange County M Comm.Expires Oct.30,2020 Signature (Seal) %?Ono CONTRACTOR'S SWORN STATEMENT AND WARRANTY REGARDING CONTINUING INSURANCE OBLIGATIONS FROM: S0nC n IfrV)nnlnC�,,1nC. pRWECT: FY 2.01q 120 'ptl jeC (COntnetor Mamete) 584ll t✓nnlnPvr (s~Addimm) (City,State and Zip) TO: CITY OF HUNTINGTON BEACH DECLARATION AttacW"em is a rme and merrecz copy of the current Certificate of Insurance and Additxmai Insrrea Endorsement CG 2010 1.05, whi&,CeMficate complies with 'fie insurance requirernems of the Contract by and between the Otv or Huntington Beach("City)and ine atw.r-named CM.actor(Contracml)for the above-described pro)ect("Rvject'l 1 declare un4er peraRy or pff)wy urt0er the tavis of the State of Carfornia than the above statement is true and CWKt. Signed an ,20—at (DORY ( ty.$tate) .J (signetuu bf (duel wtw is Makkig Dadar*") WARRANTY I Contactor hereby warrants arc awees to maintain Products and CCarro7w,ed oper-dttons Insurance inn comptance mAh the nsuranroe requirements of the Go-Vact for_he Prc:ject. Said mnsuraroe shall be maintained through and vntml the"raven of all Warranties P ovided by Contractor. Said mrmsu•ance shall cantan Additonat ir,sared Enarrsement CG 2010 1185,naming Ory as an aoditmonal eisured. Contractor shall supply to City, on at least an annual bass, a Certificate CO insurance and the alorernentmoned Endorsement evidmenctng conbniaw coverage which meets the Contract regUrements. i Slgrwea on �\Xp i>Sma .7 olo 20—x �In tnr Yl n -IdN- (Date) try. ) CONTRACTOR: Name: r�errte: r. kI L��ar-5��� Title: :Q ri �nwr= This form to be turned in with Payment Bond I- t IZv l ® DATE(MM/DD/YYYY) A`�bI CERTIFICATE OF LIABILITY INSURANCE 05/20/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,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 policy(ies)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 C /X AON C (818)449-9321 Ex : No): CA License#0814733 E-MAIL ppaulino@pomsassoc.com ADDRESS: 5700 Canoga Ave.#400 INSURER(S)AFFORDING COVERAGE NAIC# Woodland Hills CA 91367 INSURERA: Admiral Insurance 24856 INSURED INSURER B: Ohio Casualty Insurance Company 24074 Sancon Technologies,Inc. INSURER C: State Compensation Ins.Fund(SCIF) 35076 5841 Engineer Drive INSURER D: INSURER E: Huntington Beach CA 92649 INSURER F: COVERAGES CERTIFICATE NUMBER: 19-20 GL/BAU/XS/WC/ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW-rME BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER M00fYYY MMIDD/YYYY X COMMERCIAL GENERALLIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Anyone person) $ 10,000 A Y FEIECC2281003 10/01/2019 10/01/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 19 JECT PRO LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED Y BAA2056177090 10/01/2019 10/01/2020 BODILY INJURY(Per accident) $ AUTOSONLY AUTOS HIRED �/ NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY /� AUTOS ONLY Per accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 A X EXCESS LIAB CLAIMS-MADE FEIEXS2281103 10/01/2019 10/01/2020 AGGREGATE $ 10,000,000 DED RETENTION$ $ PER WORKERS COMPENSATION X1 STATUTE I ERH AND EMPLOYERS'LIABILITY Y/N 1,000,000 C ANY PROPRIETOR/PARTNER/EXECUTIVE NIA 9018172-2019 10/01/2019 10/Ol/2020 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Each Occurrence $1,000,000 Commercial Pollution A FEIECC2281003 10/01/2019 10I01/2020 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The City of Huntington Beach,its officers,elected or appointed officials,employees,agents,and volunteers are Included as Additional Insured as respects to General Liability and Auto Liability as interests may appear.Additional Insured Endorsements per attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Huntington Beach ACCORDANCE WITH THE POLICY PROVISIONS. 2000 Main Street AUTHORIZED REPRESENTATIVE Huntington Beach CA 92648 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Sancon Technologies, Inc. Endorsement Number: 5 ADMIRAL ci�H: Automatic Additional Insured — Owners, Lessees or Contractors This endorsement, effective 10/01/2019 attaches to and forms a part of Policy Number FEI-ECC-22810-03. This endorsement changes the Policy. Please read it carefully. In consideration of an additional premium of$Applied,this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CONTRACTORS POLLUTION LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person(s)or organization(s)whom the Named Insured agrees, in a written contract,to name as an additional insured. However,this status exists only for the project specified in that contract. The person or organization shown in this Schedule is included as an insured,but only with respect to that person's or organization's vicarious liability arising out of your ongoing operations performed for that insured. ECC-319-0712 Sancon Technologies, Inc. Endorsement Number: 30 AOMISAt Additional Insured - Owners, Lessees or Contractors - Completed Operations This endorsement, effective 10/01/2019 attaches to and forms a part of Policy Number FEI-ECC-22810-03..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 Of Additional Insured Person(s) Location And Description Of Completed Or Or anization s : Operations Any person(s)or organization(s)whom the Named Insured Those project locations where this agrees,in a written contract,to name as an additional insured. endorsement is required by contract. However,this status exists only for the project specified in that contract. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. A. Section II - Who Is An Insured is amended to include as an additional insured the person(s)or organization(s)shown in the Schedule,but only with respect to liability for"bodily injury" or"property damage" caused, in whole or in part,by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement,the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 © ISO Properties, Inc., 2016 Sancon Technologies, Inc. aoann*=W- Endorsement Number: 30 B. With respect to the insurance afforded to these additional insureds,the following is added to Section III -Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement,the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 © ISO Properties, Inc., 2016 COMMERCIAL AUTO CA 88 10 01 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 19 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 22 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 23 EXTRA EXPENSE—BROADENED COVERAGE 10 GLASS REPAIR—WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE (including employee hired auto and loss of use) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN/LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE—ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT 9 SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 TWO OR MORE DEDUCTIBLES 17 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 18 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 20 SECTION II—LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED SECTION II — LIABILITY COVERAGE, paragraph A.I. —WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; ©2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 Of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II — LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: f. Any"employee" of yours while using a covered "auto" you do not own, hire or borrow, but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any"employee". g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the"employee". 3. ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT SECTION II — LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an"insured". However, such person or organization is an"insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II — LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earnings up to $500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II—LIABILITY, exclusion B.5. FELLOW EMPLOYEE does not apply if the"bodily injury" results from the use of a covered "auto"you own or hire. SECTION III—PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos"for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to"autos": a. You hire, rent or borrow; or ©2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 2 Of 7 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for"loss" in any one"accident" or"loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the"loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto"for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto"you own. D. Subject to a maximum of$1,000 per"accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any"auto"that is hired, rented or borrowed with a driver; or (2) Any"auto"that is hired, rented or borrowed from your"employee". For the purposes of this provision, SECTION V—DEFINITIONS is amended by adding the following: "Total loss" means a"loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III — PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or"medium truck" is disabled: a. For private passenger type vehicles, we will pay up to$50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight(GVW)of 10,000 pounds or less. C. For"medium trucks" , we will pay up to$150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight(GVW) of 10,001 —20,000 pounds. However, the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph AA.a., Coverage Extension of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of$50 per day and a maximum limit of$1,500 ©2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 3 Of 7 9. RENTAL REIMBURSEMENT SECTION III—PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the"accident"or"loss"to the covered "auto." b. Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. C. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" available for your use and operation cannot fill. e. If"loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE -BROADENED COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of returning a stolen covered"auto"to you. The maximum amount we will pay is$1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that"auto" is stolen, we will pay, without application of a deductible, up to$600 for"personal effects" stolen with the"auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V—DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects"does not include tools, equipment,jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III—PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for"loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. 13. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclusions 4.c. and 4.d. is deleted and replaced with the following: ©2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 4 of 7 Exclusion 4.c.and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are provided for the covered "auto"; or If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a$100 deductible. 14. LOAN/ LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the"loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the"loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear, C. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a"Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the"total loss"of a covered "auto", g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", i. Any amount representing taxes, j. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the"loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the"loss". This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral, or lease written on the covered"auto"that incurred the loss. C. SECTION V—DEFINTIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a"loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A"balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. ©2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 5 of 7 15. GLASS REPAIR-WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the"auto" is designed to carry while it is: a. In the charge of an"insured"; b. Legally parked; and C. Unoccupied. The"loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. 17. TWO OR MORE DEDUCTIBLES Under SECTION III PHYSICAL DAMAGE COVERAGE, if two or more company policies or coverage forms apply to the same accident,the following applies to paragraph D. Deductible: a. If the applicable Business Auto deductible is the smaller(or smallest)deductible it will be waived; or b. If the applicable Business Auto deductible is not the smaller(or smallest) deductible it will be reduced by the amount of the smaller(or smallest)deductible; or C. If the loss involves two or more Business Auto coverage forms or policies the smaller (or smallest) deductible will be waived. For the purpose of this endorsement company means any company that is part of the Liberty Mutual Group. SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows: 18. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV-BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 19. AMENDED DUTIES IN THE EVENT OF ACCIDENT,CLAIM, SUIT,OR LOSS SECTION IV—BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of"accident', claim, "suit'or"loss", you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. ©2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 6 of 7 To the extent possible, notice to us should include: (1) How,when and where the"accident"or"loss"took place; (2) The"insureds" name and address; and (3) The names and addresses of any injured persons and witnesses. 20. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV — BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident" or "loss", our rights are waived also. 21. HIRED AUTO COVERAGE TERRITORY SECTION IV — BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the insured's responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. SECTION V—DEFINITIONS is amended as follows: 22. BODILY INJURY REDEFINED Under SECTION V—DEFINTIONS, definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. COMMMON POLICY CONDITIONS 23. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A.—CANCELLATION condition applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. This provision does not apply in those states which require more than 60 days prior notice of cancellation. ©2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 7 of 7 Bond Number: 1082185 Premium:$7,696 PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS,City of Huntington Beach(hereafter referred to as"City") has, by written agreement dated May 18 ,202q entered into a contract with Sancon Technologies, Inc. 5fi41 F.n ineer Drive Huntington Beach, CA 92 S49 (name and address of Contractor) (hereinafter referred to as"Princi al"),for performance of the work described as follows: FY 19/20 Sewer Lining Project, CC159 (Project Title) WHEREAS, said contract, and all docurnents referenced therein (hereinafter collectively "Contract"), are incorporated herein by this reference made a part hereof as though set forth herein in full;and Said Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt,full and faithful performance of said Contract, by a duly admitted surety insurer under the laws of the State of California(hereinafter referred to as"Surety");and Surety is certified and listed in the U.S. Department of the Treasury Circular 570, and has provided proof of sufficient bonding limitations as shown in said circular to provide bonds in the amount required by said Contract; and Surety has provided financial strength ratings from reputable companies, such as from A.M. Best,Moody's, or Standard &Poor's,to validate that Surety has positive ratings of being secure or Stable; and Surety is registered and listed with the California Department of Insurance, NOW, THEREFORE,we,the undersi ned, as Principal, and The Hanover Insurance &rn an 5 Hutton Centre Dr. Suite 1060 Santa Ana, CA 92707 (name and address of Surety) as Sur t are h Id a d rml bound un City in thhe penal sum of EigR Hundrec�T irfy Nine �iousand Seventy Three ______________ Dollars ($ 839,073.00 ),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 5-45 84/1 1 71 74 Bond No. 1082185 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: 5/21/2020 ATTEST Sancon Technologies, Inc. (Corporate Seal) (Principal Name) By: Name: Title: ATTEST The Hanover Insurance Company (Corporate Seal) (Surety me) By: .. Name: Sara Po lawski (Signature of Attorney- -Fact for Surety) (Attach Attorney-in-Fact Certificate) (Z-L4)415-3808 (Area Code&Telephone Number for Surety) APPROVED AS TO FORIT: .w B Michael E.Gates,City Attorney 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 15-4584/117174 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY 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. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing underthe laws of the State of Michigan,(hereinafter individually and collectively the"Company")does hereby constitute and appoint, Sara Poplawski,Colleen Livingston,David Le,Alexia Caprio and/or David Machowski Of The Hanover Insurance Group,Santa Ana,CA each individually,if there be more than one named,as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States,in any amount That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all otherwritings obligatory in the nature thereof,with powerto attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Companyto the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 —The Hanover Insurance Company;Adopted April 14, 1982—Massachusetts Bay Insurance Company;Adopted September 7,2001—Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 26th day of January,2019. The Hanover Insurance Company The Hanover Insurance Company Massachusetts Say lns4anceCompany pa y Citizens Insurance Company of America Q " ' Massachusetts Bay Insurance Company pa y 1 ,,,,,,,,. Cit¢ens Insurarrce Compsny of America John C_Roche,EVP and President James H.Bawiecid,Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 26th day of January,2019 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. J. MARtNOq�W�=N:E war wou / �� Ww Diane J. a n,Nnfaiy Public My Commission Cxpn�,March 4.2022 I,the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 21st day of May 2020 CERTIFIED COPY - Theodore G.Martinez,Vice Preside.ott 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 Calif j►�a 1 County of J} On CfA22before me, �-n ✓� ate He a Insert N me and I of the Officer personally ppearecl ( Na e(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 capac'Mies),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 COLLEEN ROSE LIVINGSTON laws of the State of California that the foregoing Commission#2247157 paragraph is true and correct. F c wf� Notary Public-California '. ORANGE County ' WITNESS m hand and official seal. My Comm.Expires JUNE 22,2022 y Signat e Place Notary Seal and/or Stamp Above Signature of of 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): ❑Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: 02017 National Notary Association 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 May 22, 2020 before me, C.Vizcarra, A Notary Public (insert name and title of the officer) personally appeared Chuck Parsons who proved to me on the basis of satisfactory evidence to be the person(O whose name(&) is/afe subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/#ef/the+f authorized capacity(+es), and that by his/ a t4eif 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. C.VIZCARRA COMM. #2166943 z WITNESS my hand and official seal. z O Public•California Orange County rc Notar Comm.Ex Tres Oct.9q 20211 Signature �� ��� «G' � (Seal) Bond Number: 1082185 Premium:$7,696 (incl.on performance bond) 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 Technologies Inc 5841 Engineer Drive Huntington Beach CA 92649 (name and address of Contractor) (hereinafter referred to as"Principal"),a contract("Contract")for the work described as follows: FY 19/20 Sewer LiningProject, CC159 (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 The Hanover Insurance Company 5 Hutton Centre Dr.Suite 1060 Santa Ana,CA 92707 (name and address of Surety) as Surety, are held and firmly bound unto City in the penal sum of Eight Hundred Thirty Nine Thousand Seventy Three ----------------------------------------------------- - ------------------------------------------------------------------------------------------------------------------------ ----------------------------- dollars($839,073.00 ),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 1 of 2 1 5-45 84/1 1 73 5 7 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: 5/21/2020 ATTEST Sancon Technologies, Inc. (Corporate Seal) (Principal Name) By: Name: Title: ATTEST The Hanover Insurance Company (Corporate Seal) ur t e) By: Name: Sara o aws (Signature of Attorney-in-Fact for Suret ) (Attach Attorney-in-Fact Certificate) EL4)415-3808 (Area Code&Telephone Number for Surety) APPROVED AS T(J'FORM: Michael E.Gates,-City Attorney F� Note: This bond must be executed in duplicate and dated,alt 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 15-4584/117357 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY 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. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing underthe laws of the State of Michigan,(hereinafter individually and collectively the"Company")does hereby constitute and appoint, Sara Poplawski,Colleen Livingston,David Le,Alexia Caprio and/or David Machowski Of The Hanover Insurance Group,Santa Ana,CA each individually,if there be more than one named,as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States,in any amount That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with powerto attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Companyto the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 —The Hanover Insurance Company;Adopted April 14, 1982—Massachusetts Bay Insurance Company;Adopted September 7,2001—Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 26th day of January,2019. The Hanover Insurance Company The Hanover Insurance Cmm -r-+Massachusetts Bay Ins4ance company p y Citizens Insurance Company America ����°; A 1 Massachusettso.Bay Irtsuranc.F^ rnpxnY Citizens Insurance CompanyYof At»erica 1847 � John C.Roche,EVP and President JammeesH.Kacviecki,Vice Tres Beat THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 26th day of January,2019 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. DIAHE J. MARINO earoaKwu a Pubw r ryrni [.fA/X��JC/ W ~ Diane I a o,Notary Public My Carnrnession E.pims March 4,2022 I,the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 21st day of May 2020 CERTIFIED COPY �--� Theodore G.Martinez,Vice ht„,iden L- /) 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 Califor i 1 County of J} // On 2/ before me ll G Date � Here Name a d itle of the Officer personally peared 2t 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 COLLEEN ROSE LIVINGSTON paragraph is true and correct. o*My Commission#2247157 Notary P California KORANGENGE County my WITNESS hand and official seal. Comm.Expires JUNE 22,2022 Signatur Place Notary Seal and/or Stamp Above Signature of N to u lic 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(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 of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other. ❑ Other: Signer is Representing: Signer is Representing: 02017 National Notary Association 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 May 22, 2020 before me, C.Vizcarra, A Notary Public (insert name and title of the officer) personally appeared Chuck Parsons who proved to me on the basis of satisfactory evidence to be the person(64 whose name(s) is/afe subscribed to the within instrument and acknowledged to me that hem executed the same in his/#eF/the+f authorized capacity(ies), and that by his/4e4t4e#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. 4 C VIZCARRA °�' _•_:�nra+.. rF2166943 = WITNESS my hand and official seal. ° _ Y Publ c-California `' Orange County � Signature `%TT%G'', f%� (Seal) 640/2020 Company Profile t t COM PANY PROFILE Company Profile Company Search Company Information Company Search Results HANOVER INSURANCE COMPANY(THE) Company 440 LINCOLN STREET Information WORCHESTER, MA 01653 Old Company 800-955-8850 Names Agent for Service Old Company Names Effective Date Reference Information NAIC Group List Agent For Service Lines of Business Vivian Imperial Workers' 818 WEST SEVENTH STREET Compensation SUITE 930 Complaint and LOS ANGELES CA 90017 Request for Action/Appeals Contact Information Reference Information Financial Statements PDF's NAIC #: 22292 __ __.__._--_-._.. _ .__..._...... _..._._-= Annual Statements California Company ID #: 2097-4 —� Quarterly i Statements Date Authorized in California: —� 01/01/1973 Company Complaint License Status: UNLIMITED-NORMAL Company _ _... Performance & Company Type: Property &Casualty Comparison Data Company State of Domicile: NEW HAMPSHIRE Enforcement Action Composite back to top Complaints Studies Additional Info Find A Company NAIC Group List Representative In Your Area View Financial NAIC Group #: 0088 The Hanover Ins Grp Disclaimer Lines Of Business 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. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS https://interactive.web.insurance.ca.gov/companyprofile/companyprofile?event=companyProfile&doFu nction=getCompanyProfile&eid=5835 1/2 6/4b/11020 Company Profile SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION back to top © 2008 California Department of Insurance https://interactive.web.insurance.ca.gov/companyprofile/companyprofile?event=companyProfile&doFunction=getCompanyProfile&eid=5835 2/2 .3/10/2020 Surety Bonds-List of Certified Companies JVI\L1 I LI I,..LiVJLJ l.,l/ !-1 L, 1-ll\, I"1L, fll\, �-r-\, \- I, V 4 I VL, 1 L, Ut-%, 1 II, IV, IL, 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, VA, VI, VT, WA, WV, WI, WY. INCORPORATED IN: Texas. Great Northern Insurance Company (NAIC #20303) BUSINESS ADDRESS: 202B Hall's Mill Road, Whitehouse Station, NJ 08889. PHONE: (215) 640-1000. UNDERWRITING LIMITATION b/: $38,499,000. SURETY LICENSES c,f/: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MID, 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: Indiana. Guarantee Company of North America USA (The) (NAIC #36650) BUSINESS ADDRESS: One Towne Square, Suite 1470, Southfield, MI 48076 - 3725. PHONE: (248) 281-0281 x-66012. UNDERWRITING LIMITATION b/: $19,992,000. SURETY LICENSES c,f/: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MID, MA, MI, MN, MS, MO, 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: Michigan. Back To Top H Hanover Insurance Company (The) (NAIC #22292) BUSINESS ADDRESS: 440 LINCOLN STREET, WORCESTER, MA 01 653 - 0002. https://www.fiscal.treasury.gov/surety-bonds/list-certified-companies.html#h 38/91 6/10/2020 Surety Bonds-List of Certified Companies PHONE: (508) 853-7200. UNDERWRITING LIMITATION b/: $138,546,000. 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: New Hampshire. HARCO NATIONAL INSURANCE COMPANY (NAIC #26433)'o BUSINESS ADDRESS: 702 OBERLIN ROAD, RALEIGH, NC 27605 - 0800. PHONE: (919) 833-1600. UNDERWRITING LIMITATION b/: $57,274,000. SURETY LICENSES c,f/: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, 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, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Illinois. Hartford Accident and Indemnity Company (NAIC #22357) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001 . PHONE: (860) 547-5000. UNDERWRITING LIMITATION b/: $195,865,000. 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, PR, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Connecticut. Hartford Casualty Insurance Company (NAIC #29424) BUSINESS ADDRESS: One Hartford Plaza, Hartford, CT 06155 - 0001. PHONE: (860) 547-5000. https://www.fiscal.treasury.gov/surety-bonds/list-certified-companies.html#h 39/91 6/10/2020 The Hanover Insurance Company-Company Profile-Best's Credit Rating Center The Hanover Insurance Company AMB#: 002225 NAIC#: 22292 FEIN#: 135129825 Administrative Office 440 Lincoln Street Worcester, Massachusetts 01653-0002 United States Web: www.hanover.com Phone: 508-853-7200 Fax: 508-853-6332 View Additional Address Information AM Best Rating Unit: AMB#: 004861 - Hanover Ins Group Prop & Cas Cos Assigned to insurance companies that have, in our opinion, an excellent ability to meet their Financiall80"g1+Rating' BEST1 ongoing insurance obligations. A Ekcallent View additional news, reports and products for this company. Based on AM Best's analysis, 058505 -The Hanover Insurance Group, Inc. is the AMB Ultimate Parent and identifies the topmost entity of the corporate structure. View a list of operating insurance entities in this structure. Best's Credit Ratings Financial Strength Rating View Definition Rating: A (Excellent) Affiliation Code: g (Group) Financial Size Category: XV ($2 Billion or greater) Outlook: Stable Action: Affirmed Effective Date: June 13, 2019 Initial Rating Date: December 31, 1907 Long-Term Issuer Credit Rating View Definition ratings.ambest.com/SearchResults.aspx?AltSrc=9 1/5 6/10/2020 The Hanover Insurance Company-Company Profile-Best's Credit Rating Center Long-Term: a+ Outlook: Stable Action: Upgraded Effective Date: June 13, 2019 Initial Rating Date: May 04, 2005 u Denotes Under Review Best's Rating Best's Credit Rating Analyst i Rating Office: A.M. Best Rating Services, Inc. Senior Financial Analyst: Michael T. Venezia Director: Jacqalene Lentz, CPA Note: See the Disclosure information Form or Press Release below for the office and analyst at the time of the rating event. Disclosure Information i Disclosure Information Form View AM Best's Rating Disclosure Form Press Release AM Best Upgrades Issuer Credit Ratings of The Hanover Insurance Group, Inc. and Its Subsidiaries June 13, 2019 i Rating History AM Best has provided ratings & analysis on this company since 1907. Financial Strength Rating Effective Date Rat 6/13/2019 A l 6/7/2018 A 5/25/2017 A 3 5/19/2016 A i 5/22/2015 A ratings.ambest.com/Search Results.aspx?AltSrc=9 2/5 6/10/2020 The Hanover Insurance Company-Company Profile-Best's Credit Rating Center Long-Term Issuer Credit Rating 1 Effective Date Rating I 6/13/2019 a+ 6/7/2018 a 5/25/2017 a 5/19/2016 a 5/22/2015 a Best's Credit & Financial Reports Best's Credit Report-financial data included in Best's Credit Report reflects the data used in determining the current credit rating(s)for AM Best Rating Unit: AMB #: 004861 - Hanover Ins Group Prop & Cas Cos. -` Best's Credit Report-Archive - reports which were released prior to the current Best's Credit Report. Best's Financial Report-financial data included in Best's Financial Report reflects the most current data .available to AM Best, including updated financial exhibits and additional company information, and is available to subscribers of Best's Insurance Reports. View additional news, reports and products for this company. ratings.am best.com/Search Results.aspx?AltSrc=9 3/5 6/10/2020 The Hanover Insurance Company-Company Profile-Best's Credit Rating Center Press Releases Date Title Jun 13, 2019 �AM Best Upgrades Issuer Credit Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries Jun 07, 2018 A.M. Best Affirms Credit Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries May 25,2017 A.M. Best Affirms Credit Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries i 1 ' Jun 28,2016 A.M. Best Assigns Ratings to The Hanover Atlantic Insurance Company, Ltd. I { May 19, 2016 A.M. Best Affirms Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries May 22,2015 A.M. Best Affirms Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries May 16, 2014 A.M. Best Affirms Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries May 17, 2013 A.M. Best Affirms Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries Jun 12, 2012 A.M. Best Affirms Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries Jun 13,2011 A.M. Best Affirms Ratings of The Hanover Insurance Group,Inc.and Its Subsidiaries I 1 2 3 Page size: 10 22 items in 3 pages Find a Best's Credit Rating Enter a Company Name Eo Advanced Search f r How to Get Best-' Credit Rating BiBst's Credit Mobile pp_ European Union Disclosures A.M. Best-Europe Rating Services Limited (AMBERS), a subsidiary of A.M. Best Rating Services, Inc., is an External Credit Assessment Institution (ECAI)in the European Union (EU). Therefore, Credit Ratings issued and endorsed by AMBERS may be used for regulatory purposes in the EU as per Directive 2006/48/EC.A.M. Best(EU)Rating Services B.V. (AMB-EU), a subsidiary of A.M. Best Rating Services, Inc., is an External Credit Assessment(ECAI)in the EU. 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AMBAP does not authorize its Credit Ratings to be disseminated by a third-party in a manner that could reasonably be regarded as being intended to influence a retail client in making a decision in relation to a particular product or class of financial product.AMBAP Credit Ratings are intended for wholesale clients only, as defined. ratings.ambest.com/SearchResu Its.aspx?AltSrc=9 4/5 6/10/2020 The Hanover Insurance Company-Company Profile-Best's Credit Rating Center Credit Ratings determined and disseminated by AMBAP are the opinion of AMBAP only and not any specific credit analyst.AMBAP Credit Ratings are statements of opinion and not statements of fact.They are not recommendations to buy, hold or sell any securities or any other form of financial product, including insurance policies and are not a recommendation to be used to make investment /purchasing decisions. 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RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) A, B CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: Y�gAw) SUBJECT: Bond Acceptance I have received the bonds forf1�U- (company N e) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. 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 ��/ago (Council Approval Date) CC No. �J�l Agen4a4tem No. — 5g MSC No. City Clerk Vault No. ���•S� Other No. SIRE System ID No. -505 g:/forms/bond transmittal to treasurer 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 June 18, 2020 Sancon Technologies, Inc. Attn: Mark Weber 5841 Engineer Drive Huntington Beach, CA 92649 Re: FY 19/20 Sewer Lining Project, CC -1599 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, zle 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 11PPPOI !/Eb 7-6 City of Huntington Beach File #: 20-1587 MEETING DATE: 5/18/2020 REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Oliver Chi, City Manager PREPARED BY: Tom Herbel, PE, Acting Director of Public Works Subject: Accept the lowest responsive and responsible bid and authorize execution of a construction contract with Sancon Technologies, Inc. in the amount of $839,073.00 for the Fiscal Year 19/20 Sewer Lining Project, CC-1599 Statement of Issue: On April 28, 2020, bids were publicly opened for the Fiscal Year 19/20 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: Total construction cost for the project, including contingency and inspection is $943,000. Funds are available in the current fiscal year budget in the Sewer Fund account 51189002.82600. Recommended Action: A) Accept the lowest responsive and responsible bid submitted by Sancon Technologies, Inc. in the amount of $839,073-1 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, or provide staff with alternative action. Analysis: The Public Works Engineering and Utilities Division coordinate the rehabilitation of existing sewer pipes based on maintenance history and video inspection. The scope of work for the project includes lining approximately 25,945 linear feet of aged sewer main lines identified as a priority this year. The locations would benefit from lining as the existing pipes are either lined with calcium deposits from groundwater seepage through minor cracks and joints, or have joints offset by tree roots from City of Huntington Beach Page 1 of 2 Printed on 5/13/2020 powered LegistarTl File #: 20-1587 MEETING DATE: 5/18/2020 adjacent mature trees located in parkways. These deposits and roots, which inhibit 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 April 28, 2020, with the following results: BIDDER'S NAME BID AMOUNT (Amount Read at Bid Opening and Basis of Award) Sancon Technologies, Inc. $839,073 Insituform Technologies 923,665 Nuline Technologies, LLC 960,000 Southwest Pipeline & Trenchless Corp. 1,230,780 Sancon Technologies, Inc. provided acceptable sewer lining construction in Huntington Beach for the Fiscal Year 18/19 Sewer Lining project. Therefore, staff recommends awarding a contract to Sancon Technologies, Inc. in the amount of$839,073. The total project cost is estimated to be $943,000, 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: Enhance and maintain infrastructure Attachment(s): 1. Vicinity Map City of Huntington Beach Page 2 of 2 Printed on 5/13/2020 powere `�i%�LegistarTM �o O v S�� ~i BOLS AVE FC O NTS Q U McF DDEN AVE. U J U) n EDI GER A Z O Q 0 or HEIL VE. N cn � z OU a_ RD 0 cn W 0-1 > cn Q WARN R A E. U) 168Q = m O RD = RD w U 272 U 273 ,\ o0 S ATER Q AVE. 405 ,p RD 9 283 TA BERT VE. EL IS AVE. GARFIELD xl--� AVE. U) RD u \ �Q of Of 433 cf) N = Q �4\ < YC RKTO N AVE. F-� o N ADAM AVE m � D � a X\ J RD �� CF IN ANAP LIS Oz AVE. 44 PROJECT LOCATION ��FY zt SEWER LINING LOCATIONS INCLUDE REPORTING A LANTA DISTRICT'S (RD) 168, 272, 273, 283, 433, AND 447 RE 168 a 903' OF 8" SEWER RD 272 a 7,978' OF 8" SEWER RD 273 a 10,224' OF 8" SEWER RD 273 a 2,165' OF 15" SEWER yin RD 283 a 214' OF 8" SEWER YY RD 433 a 626' OF 8" SEWER RD 447 m 3,711' OF 8" SEWER LEGEND RD BOUNDARY FY 2019/20 SEWER LINING PROJECT CC- 1599 PROJECT LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS 1 OF 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH APRIL 8,2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of May 5,2020 with the new bid due date of April 28,2020. Due to the COVID-19 pandemic,bids hand delivered,will only be accepted between the hours of 1:00 PM and 2:00 PM, immediately outside of the Civic Center entrance,on the day of bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids to allow for additional bid processing and acceptance times due to the safety measures described above. This is to acknowledge receipt and review of Addendum Number Two,dated April 8, 2020 Company Name By Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH MARCH 26, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of April 7, 2020 with the new bid due date of May 5, 2020.The bid due time of 2:00 PM and location of City Clerk's Office(2"d Floor, City Hall)remain the same. For Sheet Al,the bid opening location will remain the same. This is to acknowledge receipt and review of Addendum Number One, dated March 26, 2020 Company Name By Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. 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. 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 23,775 lineal feet of eight-inch diameter and 2,165 lineal feet of fifteen-inch diameter 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 lined with calcium deposits, from groundwater seepage through pipe and minor cracks and joints, or have joints intruded with tree roots from adjacent mature tree species located on parkways. City staff removed calcium and tree roots from all lines in the last year in anticipation of this lining project. The engineer's estimate of probable construction cost for the work included in the basis of award is $925,000. The contract shall allow the Contractor 45 working days to complete the contract. 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 3rd day of June 2019, by Resolution No. 2019-28. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH L , �g CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT 2000 Main Street P . O Box 190 Huntington Beach , CA 92 64 8 LETTER OF TRANSMITTAL Fax (714) 374-1573 Attention: Robin Estanislau Date: March 12, 2020 To: City Clerk ProjectlC.C. No.: CC No. 1599 2000 Main Street Regarding: FY 19120 SEWER LINING PROJECT Huntington Beach, CA 92648 ® We are sending you: ❑ By Mail ❑ By Fax Mail(Number of pages including this sheet:) ❑ We are hand delivering: ❑ Attached ❑ Under a separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Other: Item# Copies Pages Description 1 1 2 NOTICE INVITING SEALED BIDS FOR CC NO. 1599 FY 19120 SEWER LINING PROJECT These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your action ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review/comment ❑ Other: Remarks: Per Resolution 2019-28 (adopted on 6/3/19), the City Council authorized the advertisement of the above listed sewer lining project. Please find the attached Notice Inviting Sealed Bids for advertisement on 3/19/20, 3/26/20, and 4/2/20. The bid opening is scheduled for April 7, 2020 at 2:00 PM in the Public Works Conference Room. If you have any questions regarding the enclosed attach nt, f to contact me at gabriel.munozmorris of surfcity-hb.org or(714) 375-8444. cc: file By: a rie Munoz-Morris,PE,associate Civil Engineer E 107Q i l -3//z120 Pae .3/1ei/-Zo /.era/zo y/2 /2o SECTION A NOTICE INVITING SEALED BIDS for the construction of FV 2019/20 SEWER LINING PROJECT CC No. 1599 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648,up to the hour of 2:00 PM on April 7,2020. Bids will be publicly opened in the Public Works Conference Room unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $10.00 nonrefundable fee if picked up, or payment of a$30.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for special delivery). Plans, Specifications, and contract documents can be downloaded free on AGENCY website at: http://www.huntinptonbeachca.gov/govemment/departments/public works/Bids/ Open website,then click on"Current Advertised Projects"tab. 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 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 Switzer, Donna From: David Ward <daward@scng.com> Sent: Thursday, March 12, 2020 5:00 PM To: Switzer, Donna Cc: Christine Gonzalez; Munoz Morris, Gabriel; Estanislau, Robin; Esparza, Patty; Broussard, Todd; Martin,John; Moore,Tania Subject: Re: NSIB - CC No. 1599 Hello Donna. Your notice is all set and ready to go. Have a great evening and weekend. Ad#11373262 Run Date 3/19, 3/26, 4/2 Cost $1152 PROOF i NOTICE r'%SECTION NI' L51)"'S or a cons ru ion FY 2019/70 SEWER LINING PROJECT CC No. 1599 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH,as AGENCY invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk Second Floor, 2000 Main Street, Huntington Beach, CaII'for is 6 , up to the hour of 2:00 OM on April 7, 2020. Bids wil I be publicly opened in the Pubic Works Conference Room unless otherwise posted. Copies of the Plans Specifications and contract documents are available from the Office of the Director of Public-Works 2000 Main Street, Huntin ton Beach, CA 92648,upon pa meat of a 10.00 nonrefundable fee i{picked up, or payment o ❑$30.00 nonrefundable fee i sent by UPS ground delivery bidder shall pay additional costs for special delivery?. Plans, Specifi- eations and contract documents can be downloaded free on AGENCY webs,te at: h �'www.huntington boa chca.goy[government)deepartment:�public workslRids,' Open website,then click on"Current Advertised Projects"flab. 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 mini- mum prevaiIing 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 Rela- tions of the State of California which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington beach, CA 9264. The AGENCY will deduct sao retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the pro- visions of the Public Contract Code, Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY herebyy affirmatively ensures that minority business enterprises will be afford- ed full opportunity fo submit bids in response to this nonce and will not be discriminated against on the bans of race,color,national origin,ancestry,sex,or religion in any considera- tion leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conform- ance with the Instructiais to Bidders as determined by the AGENCY. The bid must be ac- companied by a certified check,cashiers check,or bidders bond made payable to the AGEN- CY four an amount no less than 10°I of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractors License Class Aat the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licens- es from the AGENCY.All extension of unit prices will be subject to verification by the AGEN- CY. In case of a variation between the unit price and the extension, the unit price will gov- ern. 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 23,775 lineal feet of eigght-inch diameter and 2,165 lineal feet of fifteen-inch di- ameter aged sewer main lines in locations in the areas of the City identified as o priority this year.These locations would benefit from lining as the existing pipes are either lined with cal- cium deposits, from groundwater seepage through pipe and minor cracks and joints,or have joints intruded with tree roots from adjacent mature tree species located on parkways. City staff removed calcium and tree roots from all lines in the last year in anticipation of this lin- ing project. The engineer's estimate of probable construction cost for the work included in the basis of award is$925,000. The contract shall allow the Contractor 45 working days to complete the contract. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take��alRll bids under advisement fora maximum period of 60 days. BYgr Day of th eS J1 COUNCIL f the N Co.,,IJ -?BF HUNTINGTON BEACH, CALIFORNIA, Attest: Is/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH Published: The Huntington Beach Wave March 19,26,April 2,202011373262 David Ward Legal Advertising Rep 2 2190 S. Towne Centre PI. Anaheim, CA 92806 714-796-6764 daward@scng.com PLEASE NOTE THE E-MAIL ADDRESS HAS CHANGED SHUTHEnn CHLIFOnnIH NEWS GROUP On Thu, Mar 12, 2020 at 3:44 PM Switzer, Donna<Donna.Switzernsurfcity-hb.org>wrote: Hi Chrissy, Please publish the attached NSIB for CC No. 1599 on March 19th, 26th and April 2°d, 2020. Thank you so much! Uavwi,c 1SwXW Deputy City Clerk- City of Huntington Beach 2000 Main Street- Huntington Beach, CA 92648 (714)374-1649 Donna.Switzerksurfcity-hb.org 3 Huntington Beach Wave PROOF OF PUBLICATION 2190 S.Towne Centre Place Suite 100 Anaheim, CA 92806 Legal No. 0011373262 714-796-2209 SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2019/20 SEWER LINING PROJECT CC No.1599 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as 5190751 AGENCY,invites sealed bids for the above stated proiects and will receive such bids in the office of the City Clerk,Second Floor,2000 Main Street, Huntington Beach,Califor is 92648, up to the how of 2:00 PM on April 7,2020. Bids will be publicly opened in the Pubic Works HUNTINGTON BEACH, CITY OF Conference Dom unless otherwise posted. CITY CLERK DEPARTMENT Copies of the Plans Specifications,and contract documents are available from the Office of the Director of Public Works,2000 Main Street,Huntington Beach,CA 92648,upon payment of 2000 MAIN ST a$10.00 nonrefundable fee if picked up,or payment of a$30.00 nonrefundable fee if sent by UPS ground delivery(bidder shall pay additional costs for special delivery). Plans,Specifi- HUNTINGTON BEACH, CA 92648-2763 cations,andcontr�ct ocume�ntschanbedownloadedfr on AGENCYwebsiteT: http://www. un ington eac ca.gov/governmentepartments/public war s/Bids/ Open website,then click on"Current Advertised Projects"tab. 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 mini- FILE NO. CC 1599 mum 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 Rela- tions of the State of California,which are on file at the Office of the Director of Public Works, 2000 Main Street,Huntington Beach,CA 92648. AFFIDAVIT OF PUBLICATION 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 pro- visions of the Public Contract Code,Section 10263. The Contractor shall be beneficial owner STATE OF CALIFORNIA, of the surety and shall receive any interest thereon. SS. The AGENCY hereby affirmatively ensures that minority business enterprises will be afford- ed full opportunity to submit bids in response.to this notice and will not be discriminated County of Orange against on the basis of race,color,national origin,ancestry,sex,or religion in any considera- tion leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conform- ance with the Instructions to Bidders as determined by the AGENCY. The bid must be ac- companied by a certified check,cashier'scheck,or bidder's bond made payable to the AGEN- CY for an amount no less than 10%of the amount bid. The successful bidder shall be licensed I am a citizen of the United States and a resident of the in accordance with provisions of the Business and Professions Code and shall possess a State County aforesaid; I am over the age of eighteen years,and Contractor's License Class A at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licens- not a party to or interested in the above entitled matter. I es from the AGENCY.All extension of unit prices will be subject to verification by the AGEN- am the principal clerk of the Huntington Beach Wave, a ern. Incase of a variation between the unit price and the extension,the unit price will gov- newspaper that has been adjudged to be a newspaper of Project Description: The project consists primarily of lining existing sewer pipes based on general circulation by the Superior Court of the County of maintenance history and video inspection. The scope of work for the project includes lining approximately 23,775 lineal feet of eight-inch diameter and 2,165 lineal feet of fifteen-inch di- Orange, State of California, on July 1, 1998, Case No. ameter 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 lined with cal- A-185906 in and for the City of Huntington Beach, County cium deposits,from groundwater seepage through pipe and minor cracks and joints,or have joints intruded with tree roots from adjacent mature tree species located on parkways. City of Orange, State of California;that the notice, of which the staff removed calcium and tree roots from all lines in the last year in anticipation of this lin. annexed is a true printed copy, has been published in ing project. each re ular and entire issue of said news a er and not in The engineer's estimate of probable construction cost for the work included in the basis of g p p award is$925,000. any supplement thereof on the following dates,to wit: The contract shall allow the Contractor 45 working days to complete the contract. The AGENCY reserves the right to reject any or all bids,to waive any irregularity and to 03/19/2020, 03/26/2020, 04/02/2020 take all bids under advisement for a maximum period of 60 days. BY ORDER of the SITY COUNCIL of the CITY OF HUNTINGTON BEACH,CALIFORNIA, the 3rd day of June 019,by Resolution No.2019-2. Attest: /s/Robin Estanislou CITY CLERK OF THE CITY OF HUNTINGTON BEACH I certify(or declare) under the penalty of perjury under the Published:The Huntington Beach Wave March 19,26,April 2,202011373262 laws of the State of California that the foregoing is true and correct: Executed at Anaheim, Orange County, California, on Date: April 02, 2020. 116401 Signature ,.LP1-12JI5n6 1 2;oorrx/ G as T> P-v��GT GC rJ n. l s°lcl ,2: 06 �� CITY OF HUNTINGTON BEACH PROJECT NAME: FY19-20 Sewer Lining CC#: CC1599 kno BID OPENING DATE: �'� Lg-z� TIME & LOCATION: 2:00:00 PM I C ENGINEER'S ESTIMATE: $925,000.00 BIDS SUBMITTED (AS READ AT OPENING) BIDDER'S NAME FINAL APPARENT BID RANK AMOUNT Cal Land Engineering Downstream Services, Inc. Insituform Technologies, Inc. '`— Nationwide General Construction Services Nuline Technologies, LLC Sancon Engineering ` Southwest Pipeline &Trenchless Corp. } U PTS 12062018 Version 15 CC1599.xlsx From: Estanislau,Robin To: Semeta.Lyn Cc: Esoarza.Patty Subject: Re:Public Comments ON AGENDA rrEMS 11&14 for May 18,2020 6:OOPM Date: Friday,May 15,2020 7:33:06 AM This would be a supplemental communication announced, but not read. Sent from my iPad On May 14, 2020, at 9:14 PM, Semeta, Lyn<Lyn.Semeta@surfcity-hb.org> wrote: Just checking. These comments coming from ZAP are the written comments that are not being read? Lyn Semeta Mayor City of Huntington Beach Begin forwarded message: From: Zap<channelfrequency@gmail.com> Date: May 14, 2020 at 8:07:48 PM PDT To: CITY COUNCIL <city.council@surfcity-hb.org> Subject: Public Comments ON AGENDA ITEMS 11 & 14 for May 18,2020 6:OOPM Public Comments ON AGENDA ITEMS 11 & 14 for May 18, 2020 6:OOPM Good evening, my name is Ben Pickens. Resident of Huntington Beach. I'd like to thank Jill Hardy and Erik Peterson for holding down the fort and allowing nature revitalization and Barbara Delgleize for calling me many years ago about a long overdue Park expansion. I've submitted five vast runnable homeless proof Park plans. No water, restrooms or play equipment is required. The anodized railing can also be utilized. Runnable open space is crucial to heart health, commerce&farming. At this time it is likely we will need massive eminent domain or neighborly negotiations in many counties to re-establish farming and a massive solar power industry. Over-development and the destruction of the outer Bolsa Chica Wetlands is the problem. Don't take the bait and build this Orange County homeless government dormitory on Beach Boulevard. USB funds should have been amended to include parks in the State Assembly. We should quietly utilize no more than 10 of Governor Gavin Newsom's homeless trailers on an existing City parking lot for the time being. Let us focus on real land value so we don't run into these problems again and then we can get restaurants like Taste of France and Sizzler back in renovated abandoned units. Please consider my Park plans thoroughly and consider how to request President Trump to deploy Federal Hazmat Troops to make sure that infected people stay quarantined. There is also a consistent sewage smell at the Main and Yorktown Del Taco drive-thru menu and I'm concerned there is a broken pipe and that sewage is spilling into the ground. I don't have time for this so I'm requesting that every leader on Earth be recalled and that City Manager Chi be fired tonight. Thank you UNSUCCESSFUL BIDS CC - 1599 FY 2019/20 Sewer Lining Project City of Huntington Beach 20oo Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov °fFB:r;jgp9 Po. : Office of the City Clerk Robin Estanislau, City Clerk August 12, 2020 Insituform Technologies, LLC 17988 Edison Avenue Chesterfield, MO 63005 RE: FY 2019/20 Sewer Lining Project- CC No. 1599 Enclosed please find your original bid bond for CC-1599. Sincerely, 4�� L•6� Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of FY 2019/20 SEWER LINING PROJECT CC No. 1599 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed 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 45 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 re-advertise 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 ten percent which said amount is not less than 10%of the aggregate of the total bid price, as required by the Notice Inviting Sealed 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 C-2 SECTION C PROJECT BID SCHEDULE A FY 19/20 SEWER LINING PROJECT CC 1599 BID ITEMS >,` t �a c a a � ^ "o M} nand UIIIt Unit CQSt T01A�dCOSt 8 4ltefII 4 r it. $ DeSCCIP1tI0II € r a�Qxr ;s r 'e� e " ;,5, ' 7�i v ✓� ,�: :� �.� �c �..e r' ��"`'',`�r'".'� �5 8 k"m '�.r`�" s �C�.f€C`�` �'� s"3"� �', rt xtens�on �,�. 1 Mobilization 1 LS $ 2©�' $ 2 Install&Maintain Construction BMP's 1 LS $ aoa Construction Traffic Control(Note: Contractor to submit Traffic 3 Control Plan to Caltrans for lining work on Cypress Dr. in RD IZ/ 272) 1 LS $ $ Preliminary cleaning and video inspection of 8" sewer main 4 (Note:calcium deposits and tree roots previously 95% dv $ y�� S S� removed by City staff in the last year) 23,775 LF $ Preliminary cleaning and video inspection of 15" sewer main 5 (Note: calcium deposits and tree roots previously 95% removed by City staff in the last year) 2,170 LF $ 3 ��� $ 51 � 6 Install liner with approved epoxy or epoxy-vinyl ester-resin yo $ tube and post video inspection of 8"sewer main 23,775 LF $ 7 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 15"sewer main 2,170 LF $ 5 , � $ 12 l� S28 8 Grind and re-open sewer service lateral 660 EA $ QA. 7q, 86 a 9 Manhole Rehabilitation(Depth 6'-7') 106 EA $ 1 C1 6& $ 9 10 Calcium or root removal in 8"sewer main(Allowance) 1160 LF $ 00 $ 12-X �00 11 Calcium or root removal in 15"sewer main(Allowance) 110 LF $ $ 2 31 TOTAL BID AMOUNT (BASIS OF AWARD)—SCHEDULE A $ 2 TOTAL BID AMOUNT IN WORDS: A 114-A1W Dk6n Tt/XEf- Trod/ hllb p S/X fl66DkE-1) 5'/Xry G/vim PW14A5 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 2�3� V77,yA L'�T✓ P�o��3aX Mtf t- e914-0/14'cC/W//J6 oo c o1371 X-cn Af14 de ���y3flc 33 refo22iG9A-, rai `lzSbz 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 4/7/2020at Chesterfield , MO Date City State Whittney Schulte , 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 Technol eies LLC Name of Bidder Signature of Bid Whittney Schul , Contracting & Attesting Officer 17988 Edison 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 FY2019/20 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. Insituform Technologies, LLC Contractor By Whittney Schulte, Contracting & Attesting Officer Title Date: April 7, 2020 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 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. Insituform Technologies, LLC Contractor By Whittney Schulte, Contracting& Attesting Officer Title Date: April 7, 2020 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Insituform Technologies. LLC Bidder Name 17988 Edison Avenue Business Address Chesterfield, MO 63005 City, State Zip ( 636 ) 530-8000 WSchulte@Aegion.com Telephone Number Email Address 758411- A State Contractor's License No. and Class 1/26/1999 Original Date Issued 7/31/2020 Expiration Date The work site was inspected by 1 P.Aik-2—of our office on ZS Zo , 201_. The following are persons, firms, and corporations having a principal interest in this proposal: Please see attached officer list 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 Bid e Whittney Schulte, Contracting& Attesting Officer Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 7 day of April , 204 20 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 April 7, 2020 before me, Month, Day, and Year Insert Name and Title of Notary personally appeared Whittney Schulte, Contracting & Attesting Officer 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. WITNESS my hand and official seal. Signature psLtlat Jc Signatu f Pub is (PLACE NOTARY SEAL ABOVE) URSUSi.Y UNGZL Notary Pubk-Notary Seel STATE OF MISSOURI St.Charles County My Commission Expires: Oct.4,2023 Commission S 11418291 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{Describe specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,000 of 8-inch and greater in public right-of-way. Sanitary sewer lift stations of similar size, project work within public streets,an area containing high ground water and pipeline construction in high ground water regions with trench depths of 8-feet to the invert."}. 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. Ojai Valley Sanitation District- 1072 Tico Rd., Ojai, CA 93023 Name and Address of Public Agency Name and Telephone No. of Project Manager: Jon Turner,PE(805) 658-6800 $847,700.00 22,350 LF CIPP 1/14/18 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 6" x 340 LF CIPP; 8" x 12,670 LF CIPP, 10" x 7,050 LF CIPP; 12" x 2,90 LF CIPP 2. City of Thousand Oaks - 2100 Thousand Oaks Blvd., Thousand Oaks, CA 91362 Name and Address of Public Agency Name and Telephone No. of Project Manager: Gareth Madrid (805) 449-2469 $1,167,000 13,901 LF CIPP 2/23/20 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 13,523 LF x 8" CIPP• 378 F x 12" CIPP 3. City of Simi Valley - 500 W. Los Angeles Ave., Simi Valley, CA 93065 Name and Address of Public Agency Name and Telephone No. of Project Manager: Mike Kang(805) 583-6833 $2 066 379 5,111 LF CIPP 6/5/17 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 1,926 LF x 36" CIPP• 142 LF x 42" CIPP; 3,043 LF x 48" CIPP 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. David Bibayan, PE Name of proposed Project Manager Telephone No. of proposed Project Manager: (949)939-2979 C (714)466-7108 O Ojai Valley Sanitation District $847,000 22,350 LF CIPP 1/14/18 Project Name& Contract Amount Type of Work Date Completed City of Thousand Oaks $1,167,000 13,901 LF CIPP 2/23/20 Project Name& Contract Amount Type of Work Date Completed City of Simi Valley $2,066,379 5,111 LF CIPP 6/5/17 Project Name& Contract Amount Type of Work Date Completed 2. Raul Ruiz Name of proposed Superintendent Telephone No. of proposed Superintendent: (562)413-1617 Ojai Valley Sanitation District $847,000 22,350 LF CIPP 1/14/18 Project Name& Contract Amount Type of Work Date Completed City of Thousand Oaks $1,167,000 13,901 LF CIPP 2/23/20 Project Name& Contract Amount Type of Work Date Completed City of Simi Valley $2,066,379 5,111 LF CIPP 6/5/17 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 anew 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:Hefiling.dir.ca.gov/PWCR/ActionServlet?action=displayP WCRegistrationForm 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 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. Insituform Technologies, LLC Contractor By W Schulte(a,Aegion.com Email Whittney Schulte. Contracting & Attesting Officer Title Date: April 7, 2020 PWC Registration #: 1000009689 C-12 Insituforrn Technologies, Inc. Client: Huntington Beach,CA 04/22/20 Project: FY 19120 Sewer Lining Project Location: Huntington Beach,CA COMPOSITE PHYSICAL PROPERTIES only cells In this color require entry RESIN Flexural Modulus: 400,000 Psi Flexural Strength: 4,500 ps. of SS S Flexural Modulus Retention to Account for Long-tern Effects: SO% �O Safety factor 2 ft'1 No. 7771 K-enhancement factor= 7 Exp. 6/30/21 v-Poisson's Ratio= 0.3 �� \� (0.3 typical for Insituforn CIPPI -9T CIV 1\- F OF CA��FO� Soil Density FIELD INPUT Manhole Diameter Existing Ovality Length Depth Groundwater Soil Live Load Minimum Pipe invert invert Modulus Design Condition Thickness SEGM#4 Upsteam Downstream Street or RR PD or FD % ft ft ft psi HWY mm 1 2986 2990 8 F❑ 2 300 10.0 7.0 1000 16000 3.2 2 2990 2993 8 FD 2 300 10 7.0 1000 16000 3.2 3 2993 2995 8 FD 2 302 10 7.0 1000 16000 3.2 4 23-Apr 4133 8 FD 2 328 10 7.0 1000 16000 3.2 5 4326 4225 8 FD 2 335 10 7.0 1000 16000 3.2 6 4225 4131 8 FD 2 335 10 7.0 1000 16000 3.2 7 4133 4180 8 FD 2 179 10 7.0 1000 16000 3.2 8 4180 4302 1 8 FD 2 425 10.0 7.0 1000 16000 3.2 9 4066 4133 8 1 FD 2 203 10.0 7.0 1000 16000 3.2 10 4304 4182 8 FD 2 423 10.0 7.0 1000 16000 3.2 11 4307 4304 8 FD 2 422 10.0 7.0 1000 16000 3.2 12 12499 4304 8 FD 2 493 10.0 7.0 1000 16000 3.2 13 10767 4512 8 FD 2 121 10.0 7.0 1000 16000 3.2 14 4512 4482 8 FD 2 144 10.0 7.0 1000 16000 3.2 15 4482 12499 8 FD 2 18 10.0 7.0 1000 16000 3.2 16 4511 4512 8 1 FD 2 212 10.0 7.0 1000 16000 3.2 17 4525 4481 8 FD 2 176 10.0 7.0 1000 16000 3.2 18 4481 4303 8 FD 2 495 10.0 7.0 1000 16000 3.2 19 4521 4522 8 FD 2 85 10.0 7.0 1000 16000 3.2 20 4522 4525 8 FD 2 273 10.0 7.0 1000 16000 3.2 21 4606 4584 8 FD 2 126 10.0 7.0 1000 16000 3.2 22 4584 4522 8 FD 2 331 10.0 7.0 1000 16000 1 3.2 23 10768 4618 8 1 FD 2 339 10.0 7.0 1000 16000 3.2 24 4618 4694 8 FD 2 312 10.0 7.0 1000 16000 3.2 25 4694 4801 8 FD 2 328 10.0 7.0 1000 16000 3.2 26 4608 4679 8 FD 2 305 10.0 7.0 1000 16000 3.2 27 4679 4792 8 FD 2 335 10.0 TO 1000 16000 3.2 28 4606 4681 8 FD 2 332 10.0 7.0 1000 16000 1 3.2 29 4681 4798 8 FD 2 346 10.0 7.0 1000 1 16000 3.2 30 4624 4697 8 FD 2 305 10.0 7.0 1000 16000 3.2 31 4697 4786 8 FD 2 292 10.0 7.0 1000 16000 3.2 32 4255,00 4162.00 8 FD 2 330 10.0 7.0 1000 1 16000 3.2 Insituform Technologies, Inc Client: Huntington Beach,CA 04/22/20 Project: FY 19120 Sewer Lining Project Location: Huntington Beach,CA COMPOSITE PHYSICAL PROPERTIES Onry Cells in this color require entry RESIN Flexural Modulus: OF SS/� Flexural Strength: 4,60, S Fy h � Flexural Modulus Retention to Account for h ti0 Long-tern effects: s0 .. > N0 7771 f" m Safety fa ctor 2 . A EXP. 6/30/21 N-enhancement factor= 7 N� v-Polsson's Ratio= 0.3 -9T CIV1l1 (0.3 typical for Insttuform CIPP) OF CA'i-�FO� Soil Density " - -' FIELD INPUT Manhole Diameter Existing ovality Length Depth Groundwater Soil Live Load Minimum Pipe Invert invert Modulus Design Condition Thickness SEGM#0 Upsteam Downstream Street or RR PD or FD m ft ft ft psi HWY mm 33 4162 4044 8 FD 2 341 10.0 7.0 1000 16000 3.2 34 4258 4164 8 FD 2 327 10.0 7.0 1000 16000 3.2 35 4164 4128 8 FD 2 121 10.0 7.0 1000 16000 3.2 36 20-Apr 4046 8 FD 2 222 10.0 7.0 1000 16000 3.2 37 4129 4128 8 FD 2 304 10.0 7.0 1000 16000 3.2 38 4288 4353 8 FD 2 172 10.0 7.0 1000 16000 3.2 39 4453 4353 8 FD 2 261 10.0 7.0 1000 16000 3.2 40 4353 4354 8 1 FD 2 1 375 10.0 1 7.0 1000 1 16000 1 3.2 41 4354 4356 8 FD 2 383 10.0 7.0 1000 16000 3.2 42 4260 4261 8 FD 2 303 10.0 7.0 1000 16000 3.2 43 4261 4263 8 FD 2 307 10.0 7.0 1000 16000 3.2 44 4263 4356 8 FD 2 259 10.0 7.0 1000 16000 3.2 45 4356 4459 8 FD 2 261 10.0 TO 1000 16000 3.2 46 4452 4457 8 FD 2 314 10.0 7.0 1000 16000 3.2 47 4457 4459 8 FD 1 2 318 10.0 7.0 1000 16000 3.2 48 4459 4466 8 FD 2 263 10.0 1 TO 1000 1 16000 3.2 49 4325 4222 15 FD 2 337 15.0 10.0 1000 16000 6.7 50 4508 4509 15 FD 2 326 15.0 10.0 1000 16000 6.7 51 4509 4510 15 FD 2 333 15.0 10.0 1000 16000 6.7 52 4614 4564 15 FD 2 260 15.0 10.0 1000 16000 6.7 53 4564 4508 15 FD 2 260 15.0 10.0 1000 16000 6.7 54 4614 4696 15 FD 2 330 15.0 10.0 1000 16000 6.7 55 4696 4812 15 FD 2 319 15.0 10.0 1000 16000 6.7 56 4609 4610 8 FD 2 212 10.0 1 7.0 1000 1 16000 3.2 57 4610 4613 8 FD 2 131 10.0 7.0 1000 16000 3.2 58 4613 4614 8 FD 2 197 10.0 7.0 1000 16000 3.2 59 4617 4616 8 FD 2 105 10.0 7.0 1000 16000 3.2 60 4616 4615 8 1 FD 2 260 10.0 7.0 1000 16000 3.2 61 4615 4614 1 8 FD 2 260 10.0 7.0 1000 16000 3.2 62 4230 4130 8 FD 2 351 10.0 7.0 1000 16000 3.2 63 4130 4127 8 FD 2 357 10.0 7.0 1000 16000 3.2 54 4127 4126 8 FD 2 281 10.0 7.0 1000 16000 3.2 Insitufortn Technologies, Inc. Client: Huntington Beach,CA 04122/20 Project: FY 19120 Sewer Lining Project Location: Huntington Beach,CA COMPOSITE PHYSICAL PROPERTIES Dory cexs in this rvlor require entry RESIN Flexural Modulus: Flexural Strength: 4,600 psi OF SS/p Flexural Modulus Retention to Account for �Q- S Fry Long4errn Effects: 50% Safety factor 2 �' m N-enhancement factor= No. 7771 A v-Poisson's Ratio= 0.3 Exp. 6/30/21 s 10.3 typical for Insituform CIPP) 9T CIVIC- Q Soil Density "' F OF CAL\ FIELD INPUT Manhole Diameter Existing ovality Length Depth Groundwater Soil Live Load Minimum Pipe invert invert Modulus Design Condition Thickness SEGM#4 Upsteam Downstream Street or RR PD or FD % ft ft ft psi H WY mm 65 4126 4125 8 FD 2 256 10.0 7.0 1000 16000 3.2 66 4393 4292 8 FD 2 289 10.0 7.0 1000 16000 3.2 67 4292 4201 8 FD 2 291 10.0 TO 1000 16000 3.2 68 2-Jul 4126 8 FD 2 286 10.0 7.0 1000 16000 3.2 69 4366 4364 8 FD 2 277 10.0 7.0 1000 16000 3.2 70 4364 4362 8 FD 2 281 10.0 7.0 1000 16000 3.2 71 4275 4273 8 FD 2 280 10.0 1 7.0 1000 15000 3.2 72 4273 4271 8 FD 2 276 10.0 7.0 10D0 16000 3.2 73 4397 4362 8 FD 2 115 10.0 7.0 1000 16000 3.2 74 4362 4271 8 FD 2 260 10.0 7.0 1000 16000 3.2 75 4271 4195 8 FD 2 246 10.0 7.0 1000 16000 3.2 76 4195 4127 8 FD 2 246 10.0 7.0 1000 16000 3.2 77 4194 4195 8 FD 2 104 10.0 7.0 1000 16000 3.2 78 4886 4887 8 FD 2 214 10.0 7.0 1000 16000 3.2 79 7419 7506 8 FD1 2 242 10.0 7.0 1000 16000 3.2 80 7478 7510 8 FD 2 129 10.0 7.0 1000 16000 3.2 81 7510 7605 8 FD 2 252 15.0 10.0 1000 16000 3.7 82 8841 8842 8 FD 2 324 15.0 10.0 1000 16000 3.7 83 8842 8824 1 8 FD 2 254 15.0 10.0 1000 16000 1.7 84 8824 8807 8 FD 2 304 15.0 10.0 1 1000 16000 1 3.7 85 8807 8809 8 FD 2 324 15.0 10.0 1000 16000 3.7 86 8925 8927 8 FD 2 274 15.0 10.0 1000 16000 3.7 87 8927 8911 8 1 FD 2 281 15.0 10.0 1000 16000 3.7 88 8911 8872 8 FD 2 322 10.0 7.0 1000 16000 3.2 89 8872 8873 8 FD 2 244 10.0 7.0 1000 16000 3.2 90 8732 8822 8 FD 2 329 10.0 7.0 1000 16000 1 3.2 91 8822 8879 8 FD 2 229 10.0 7.0 1 1000 16000 3.2 92 9034 9077 8 FD 2 156 10.0 TO 1000 16000 3.2 93 9077 9076 8 FD 2 259 10.0 7.0 1000 16000 3.2 94 9076 9032 8 FD 2 175 10.0 7.0 1000 16000 3.2 95 9032 8960 11 FD 1 2 236 10.0 7.0 1000 16000 3.2 Insituform Technologies, Inc Client: Huntington Beach,CA 04/22/20 Project: FY 19/20 Sewer Lining Project Location: Huntington Beach,CA COMPOSITE PHYSICAL PROPERTIES Only cells in this c(Aor require entry RESIN Flexural Modulus: Flexural Strength: pF SS/p Flexural Modulus Retention to Account for Long-term Effects: �p Safety factor No. 7771 M K-enhancement factor= * Exp. 6/30/21 v-Poisson's Ratio= 41 10.3 typical for Insituform CIPP) 9TF CIVIC �Q Soil Density OF CALF FIELD INPUT Manhole Diameter Existing Ovality Length Depth Groundwater Soil Live Load Minimum Pipe invert invert Modulus Design Condition Thickness SEGM W Upsteam Downstream Street or RR PD or FD % ft ft ft psi HWY mm 1 2986 2990 8 FD 2 300 1&0 7.0 1000 16000 3.8 2 2990 2993 8 FD 2 300 10 7.0 1000 16000 3.8 3 2993 2995 8 FD 2 302 10 7.0 1000 16000 3.8 4 23-Apr 4133 8 FD 2 328 10 7.0 1000 16000 3.8 5 4326 4225 8 FD 2 335 10 7.0 1000 16000 3.8 6 4225 4131 8 FD 2 335 10 7.0 1000 16000 3.8 7 4133 4180 6 1 FD 2 179 10 7.0 1000 16000 3.8 8 4180 4302 8 FD 2 1 425 10.0 7.0 1000 16000 3.8 9 4066 4133 8 FD 2 203 10.0 7.0 1000 1 16000 3.8 10 4304 4182 8 FD 2 423 10.0 7.0 1000 16000 3.8 11 4307 4304 8 FD 2 422 10.0 7.0 1000 16000 3.8 12 12499 4304 8 FD 2 493 10.0 7.0 1000 16000 3.8 13 10767 4512 8 FD 2 121 10.0 7.0 1000 16000 3.8 14 4512 4482 8 1 FD 2 144 10.0 7.0 1000 16000 3.8 15 4482 12499 8 FD 2 1 18 10.0 7.0 1000 16000 3.8 16 4511 4512 8 FD 2 212 10.0 7.0 1000 1 16000 3.8 17 4525 4481 8 FO 2 176 10.0 TO 1000 16000 3.8 18 4481 4303 8 FD 2 495 10.0 7.0 1000 16000 3.8 19 4521 4522 8 FD 2 85 10.0 7.0 1000 16000 3.8 20 4522 4525 8 FD 2 273 10.0 7.0 1000 16000 3.9 21 4606 4584 8 FD 2 126 10.0 7.0 1000 16000 3.8 22 4584 4522 8 FD 2 1 331 10.0 1 7.0 1000 16000 1 3.8 23 10768 4618 8 FD 2 339 10.0 7.0 1000 16000 3.8 24 4618 4694 8 FD 2 312 10.0 7.0 1000 16000 3.8 25 4694 4801 8 FD 2 328 10.0 7.0 1000 16000 3.8 26 4608 4679 8 FD 2 305 10.0 7.0 1000 16000 3.8 27 4679 4792 8 FD 2 335 10.0 7.0 1000 16000 3.8 28 4606 4681 8 FD 2 332 10.0 7.0 1000 16000 3.8 29 4681 4798 8 FD 2 346 10.0 7.0 1000 16000 3.8 30 4624 4697 8 FD 2 305 10.0 7.0 1000 1 16000 3.8 31 4697 4786 8 FD 2 292 10.0 7.0 1000 16000 3.8 32 4255.00 4162.01) 8 FD 2 330 10.0 7.0 11 16000 3.8 Insituform Technologies, Inc Client: Huntington Beach,CA 04122/20 Project: FY 19120 Sewer Lining Project Location: Huntington Beach,CA COMPOSITE PHYSICAL PROPERTIES Only cells in this color require entry RESIN Flexural Modulus: Flexural Strength: QF SSI() Flexural Modulus Retention to Account for h(t,Q S �2 Lang-term Effects: CO Safety factor No. 7771 In K-enhancement factor EXP. 6/30/21 v-Poisson's Ratio- 0.3 xF (0.3 typical for Insitufonn CIPP) X I CIVIC Q Soil Density 120lbstft' OF CP' FIELD INPUT Manhole Diameter Existing Ovality Length Depth Groundwater Soil Live Load Minimum Pipe invert invert Modulus Design Condition Thickness SEGM#4 Upsteam Downstream Street or RR PD or FD % ft ft ft psi HWY min 33 4162 4044 8 FD 2 341 10.0 7.0 1000 16000 3.8 34 4258 4164 8 FD 2 327 10.0 7.0 1000 16000 3.8 35 4164 4128 8 FD 2 121 10.0 7.0 1000 16000 3.8 36 20-Apr 4046 8 FD 2 222 10.0 7.0 1000 16000 3.8 37 4129 4128 8 FD 2 304 10.0 7.0 1000 16000 3.8 38 4288 4353 8 FD 2 172 10.0 7.0 1000 16000 3.8 39 4453 4353 8 1 FD 2 1 261 10.0 1 7.0 1000 16000 3.8 40 4353 4354 8 FD 2 375 10.0 7.0 1000 16000 3.8 41 4354 4356 8 FD 2 383 10.0 7.0 1000 1 16000 3.8 42 4260 4261 8 FD 2 303 10.0 7.0 1000 16000 3.8 43 4261 4263 8 FD 2 307 10.0 7.0 1000 16000 3.8 44 4263 4356 8 FD 2 259 10.0 7.0 1000 16000 3.8 45 4356 4459 8 FD 2 261 10.0 7.0 1000 16000 3.8 46 4452 4457 8 1 FD 2 1 314 10.0 1 7.0 1ODO 16000 3.8 47 4457 4459 8 FD 2 318 10.0 7.0 1000 16000 3.8 48 4459 4466 8 FD 2 263 10.0 7.0 1 1000 16000 1.8 49 4325 4222 15 FD 2 337 15.0 10.0 1000 16000 7.8 50 4508 4509 15 FD 2 326 15.0 10.0 1000 16000 7.8 51 4509 4510 15 FD 2 333 15,0 10.0 1000 16000 7.8 52 4614 4564 15 FD 1 2 260 15.0 10.0 1000 16000 7.8 53 4564 4508 15 FD 2 1 260 15.0 10.0 1000 16000 7.8 54 4614 4696 15 FD 2 330 15.0 10.0 1000 16000 7.8 55 4696 4812 15 FD 2 319 15.0 10.0 1000 1 16000 7.8 56 4609 4610 8 FD 2 212 10.0 1 7.0 1000 16000 3.8 57 4610 4613 8 FD 2 131 10.0 7.0 10DG 16000 3.8 58 4613 4614 8 FD 2 197 10.0 7.0 1000 16000 1 3.8 59 4617 4616 8 FD 2 1D5 10.0 7.0 1000 16000 1 3.8 60 4616 4615 8 FD 2 260 10.0 7.0 1000 16000 3.8 61 4615 4614 8 FD 2 260 10.0 7.0 1000 16000 3.8 62 4230 4130 8 FD 2 351 10.0 7.0 1OD0 16000 3.8 63 4130 4127 8 FD 2 357 10.0 7.0 1000 16000 3.8 64 4127 1 4126 8 FD 2 281 10.0 TO 1 1000 16000 3.8 Insituform Technologies, Inc. Client: Huntington Beach,CA 04/22120 Project: FY 19120 Sewer Lining Project Location: Huntington Beach,CA COMPOSITE PHYSICAL PROPERTIES only cexs in this cola require �r RESIN OF SS/1p Flexural Modulus: �40 psi S Flexural Strength: 4,600 psi y �O Flexural Modulus Retention to Account for _ m Long-term Effects: Su No. 7771 Safety factor 2 * Exp. 6/30/21 K-enhancement factor= 7 v-Poisson'sRatio= 0.3 qT� CIVIC 0� I0.3 typical for Insituform CIPPI OF CA�-�F Soil Density 170!n FIELD INPUT Manhole Diameter Existing ovahty Length Depth Groundwater Soil Live Load Minimum Pipe invert invert Modulus Design Condition Thickness SEGM#4 Upsteam Downstream Street or RR PD or FD % ft ft it psi HWY mm 65 4126 4125 8 FD 2 256 10.0 7.0 1000 16000 3.8 66 4393 4292 8 FD 2 289 10.0 7.0 1000 16000 3.8 67 4292 4201 8 FD 2 291 10.0 7.0 1000 16000 3.8 68 2-Jul 4126 8 FD 2 286 10.D 7.0 1000 16000 3.8 59 4366 4364 8 FD 2 277 10.0 7.0 1000 16000 3.8 70 4364 4362 8 FD 2 281 10.0 7.0 1000 16000 3.8 71 4275 4273 8 FD 2 280 10.0 7.0 1000 16000 3.8 72 4273 4271 8 FD 2 276 10.0 7.0 1000 16000 3.8 73 4397 4362 8 FD 2 115 10.0 7.0 1000 16000 3.8 74 4362 4271 8 FD 2 260 10.0 7.0 1000 16000 3.8 75 4271 4195 8 FD 2 246 10.0 7.0 1000 16000 3.8 76 4195 4127 8 FD 2 246 10.0 7.0 1000 16000 3.8 77 4194 4195 8 FD 2 104 10.0 7.0 1000 16000 3.8 78 4886 4887 8 FD 2 214 10.0 7.0 1000 16000 3.8 79 7419 7506 8 FD 2 242 10.0 7.0 1000 16000 3.8 80 7478 7510 8 FD 2 129 10.0 7.0 1000 16000 3.8 81 7510 7605 8 FD 2 252 15.0 10.0 1000 16000 4.4 82 8841 8842 8 FD 2 324 15.0 10.0 1000 16000 4.4 83 8842 8824 8 FD 2 254 15.0 10.0 1000 16000 4.4 84 8824 8807 8 FD 2 304 15.0 10.0 1000 16000 4.4 85 8807 8809 8 FD 2 324 15.0 1 10.0 1000 16000 4.4 86 8925 8927 8 FD 2 274 15.0 10.0 1000 16000 4.4 87 8927 8911 8 FD 2 281 15.0 10.0 1000 16000 4.4 88 8911 8872 8 FD 2 322 10.0 7.0 1000 16000 3.8 89 8872 8873 8 FD 2 244 10.0 7.0 1000 16000 3.8 90 8732 8822 8 FD 2 329 10.0 TO 1000 16000 3.8 91 8822 8879 8 FD 2 229 1 10.0 7.0 1000 16000 3.8 92 9034 9077 8 FD 2 156 10.0 7.0 1000 16000 3.8 93 9077 9076 8 FD 2 259 10.0 7.0 1000 1 16000 1 3.8 94 9076 9032 1 8 FD 2 175 10.0 7.0 1000 16000 3.8 95 9032 8960 8 FD 2 236 10.0 7.0 1000 16000 3.8 INSITUFORM TECHNOLOGIES,LLC PRESIDENT APPOINTMENT 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: 1. Christlanda Adkins, Gina Gurrieri,Janet Hass,Jana Lause,Diane Partridge,Whittney 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 6,2020 Ralph E. Western President lnsituform Technologies,LLC is a subsidiary of Aegion Corporation Imituform INSITUFORM TECHNOLOGIES,LLC BOARD OF MANAGERS AND OFFICERS (Current as of February 1, 2020) BOARD OFMANAGERS Charles R. Gordon Member,Board of Managers David F.Morris Member, Board of Managers OFFICERS Name Office Ralph E. Western — President David F. Morris — Executive Vice President Mark A. Menghini — Senior Vice President and Secretary Kenneth L. Young — Senior Vice President,Treasury and Tax John L. Heggemann _ Senior Vice President Stephen Callahan — Senior Vice President Kent W. Bartholomew _ Vice President,Deputy General Counsel and Assistant Secretary Dennis Pivin — Vice President—Safety Larry Mangels — Vice President,Operational Controller CONTRACTING AND ATTESTING OFFICERS Christlanda Adkins Gina Gurrieri Janet Hass Jana Lause Diane Partridge Whittney Schulte Ursula Youngblood Business Address for Officers and Board of Managers: 17988 Edison Avenue Chesterfield,MO 63005 Insituform' 17988 Edison Tel 636-530-8000 Chesterfield, MO 63005 Fax:636-530-8744 Technologies, LLC www.insituform.com CERTIFICATE OF COMPLIANCE January 24,2020 To Whom it May Concern: This letter certifies that Insituform tubes are manufactured in Batesville, Mississippi, USA, by Insituform Technologies, LLC and meet all relevant specifications for a cured-in-place pipe product: ASTM D 5813, ASTM F 1216,and ASTM F 1743. Insituform tubes have been manufactured in the USA since 1981. The finished tube is manufactured using multiple layers of polyester felt, with one layer coated with Polypropylene plastic. The layers are cut/slit to the desired width and sewn concentrically to form the final tube. The coated layer is also sealed at the seam, using an extrusion or taping process. The extrusion process is used on the standard (inverted)tubes, and the taping process is used on the pull-in tubes (also known as ILS or iPlus Infusion). The standard (inverted) tubes are manufactured with the coated layer on the outside, and the pull-in tubes are manufactured with the coated layer on the inside. After wet out, the pull-in tubes are placed in a plastic wrap to contain the resin. Felt production is achieved by a non-woven needle punch process using Polyester fiber. The finished product is tested for thickness under a specified load and for tensile strength in accordance with ASTM D 58 13. The fabric tube has a minimum tensile strength of 750 psi (5 MPa) in both the longitudinal and the transverse direction. The seam strength of the tube is also tested on a regular basis and also meets or exceeds the minimum tensile strength of 750 psi (5 MPa) in both longitudinal and transverse direction. For Quality Assurance purposes, the material is also tested for weight and thickness. All standard (inverted) tubes are run through a dye bath prior to shipment to ensure there are no leaks. Following the inspection process all tubes (except InsituMain, which are used in water lines) are printed with yard marks. All tubes with tapers, transitions, or any change in tube diameter or thickness are produced under the same specifications, with the same materials, and meet the same material testing requirements as the standard tube. The quality system used by Insituform Technologies, LLC is ISO 9001:2015 certified. The end use of the Insituform tube is to rehabilitate sewer and drainage pipes to increase the life of the pipe and prevent a dig and replacement of a pipe. Please contact us directly with any questions you may have. Sincerely, INSITUFORM TECHNOLOGIES, LLC Eugene Zaltsman Sr.Applications Engineer Insituform Technologies, LLC 17988 Edison Avenue Chesterfield,MO 63005 Insituform Tel: 636.530.8000 Fax:636.530.8744 www.insituform.com February 6, 2020 RE: Installer Certification To Whom It May Concern: Please be advised that Insituform Technologies, LLC is vertically integrated pipeline Rehabilitation Company. As such, Insituform is not only the manufacturer of the cured- in-place pipeline rehabilitation system of the same name, but also offers the benefits of the full research and development department, engineers on staff for design of products to suit each individual situation, and regional contracting offices that perform all field services including installation. This letter shall serve to certify that Insituform Technologies, LLC is authorized to install Insituform products supplied by Insituform Technologies, LLC. Sincerely, INSITUFORM TECHNOLOGIES, LLC Digitally signed Eugene by Eugene Zaltsman Zaltsman Date:2020.02.06 07:53:26-06'00' Eugene Zaltsman Sr. Applications Engineer INTERPLASTIC CORPORATION . Thermoset Resins Division ? 2015 Northeast Broadway Street INTERPLASTIC CORPORATION Minneapolis,Minnesota 55413-1775 Thermoset Resins Division (651)481-6860 Fax(612)331-4235 TECHNICAL DATA SHEEL VE 301 VE 301 is a promoted, thixotropic, corrosion resistant, vinyl ester resin for use by Insituform Technologies, Inc. It is used for the manufacture of corrosion resistant liner pipe using cured-in-place techniques. The corrosion resistance for VE 301 is comparable to CORVE8300, which is listed in CoREZYN'�' Vinyl Ester Resins publication 4/02 A-006a. Specific corrosion recommendations will be supplied upon rpinuer,t. VE 301 is also coded as CORVE8319-PER, LIQUID PROPERTIES Viscosity, Brookfield Model LV #4 Spindle @ 60 rpm, 77°F(251C), cps 3,500-6,000 Viscosity, Brookfield Model LV #3L Spindle @ 0.6 rpm, 770F(250C), cps 65,000-115,000 Gel Time(CRSTP 82) run in a 140°F(60°C)water bath, catalyzed with 1.0 phr of Perkadox 16 and 0.5 phr of Trigonox C* Gel Time, 130-150OF(54-660C), min:sec 18:00-22:00 Gel to Peak Time, 150OF(66°C) to Peak Exotherm, min:sec 3:00-10:00 Peak Exotherm 280-325OF 137-1620C Non-Volatile Content, % 60.5-64 Specific Gravity 1.05-1.08 a Flexural Strength, ASTM D790 18,000 psi 120 MPa Flexural Modulus, ASTM D790 4.5 x 10' psi 3,100 MPa Tensile Strength, ASTM D638 11,000 psi 76 MPa Tensile Modulus, ASTM D638 4.5 x 10' psi 3,100 MPa Tensile Elongation, ASTM D638 5.0 % 5.0 % Barcol Hardness, 934-1 gauge, ASTM D2583 34 34 0 *The use of different Free Radical Initiators(catalysts)can change the gel time,cure time, and peak exotherm. If an Initiator other than that listed above is used the customer should run a Qel time to determine ts su tabolaty for their nrorpq,,. April 25,2005 All specifications and properties specified above are approximate. Specifications and properties of material delivered may vary slightly from those given above. Interplastic Corporation makes no representations of fact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above. Final determination of the suitability of the material for the use contemplated is the sole responsibility of the Buyer. The Thermoset Resins Division's technical sales representatives will assist in developing procedures to fit individual requirements. March 14, 2007 Page 1 of 6 Nlimb—ac Test Report: 64464-3 TEST REPORT CLIENT: Insituform Technologies, Inc. 702 Spirit 40 Park Drive Chesterfield, MO 63005 Attention: Bill Moore Re: P.O. #1269731 SAMPLES: One sample of cured in place plastic pipe(CIPP) material was submitted and identified by the client as 05-026 (VE301 vinyl ester resin). TESTING: The sample was tested in accordance with ASTM D543-95(01), Evaluating the Resistance of Plastics to Chemical Reagents, using the guidelines set by ASTM F1216-05, Appendix X2 (modified). Modifications consisted of the specimens were exposed for one year instead of the 30 days as specified in ASTM F1216-05, Appendix X2. The sample was cut into forty-five (45)test coupons, each approximately 8"by 0.5"by the thickness of the sample. Forty (40) specimens from the sample (five for each solution) were randomly selected and immersed for one year at 230C in the following solutions. All of the solutions were mixed on a daily basis (excluding weekend days) for the first seven days of the exposures. Solution Concentration Tap Water 100% Nitric acid 5% Phosphoric acid 10% Sulfuric acid 10% Gasoline 100% Vegetable Oil 100% Detergent 0.1% Soap 0.1% The sample was tested for flexural properties change. Flexural properties testing was conducted in accordance with ASTM D790-03, Procedure A, using a sixteen to one span to depth ratio. The remaining specimens from the sample were tested for flexural properties (five at the beginning of the exposure) as a control specimen set.The control specimens were conditioned in accordance with ASTM D618-05 prior to testing. RESULTS: The results of the testing are presented in Table 1. Flexural properties test results include both the maximum flexural strength (at or before 5% strain) and the tangent flexural modulus. Specimen dimensions, span lengths, and testing speed for flexural properties testing are presented in Table 2. The one year exposure test results were compared to the initial control values. 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 I March 14, 2007 Page 2 of 6 • Test Report: 64464-3 DATA REVIEWED AND REPORT WRITTEN BY: REPORT REVIEWED BY: Digitally signed by Steve Ferry Steve Ferry Re n:Steve Ferry,c=US Reason:I am the author of this document Date:2007.03.20 09:42:34-06'00' Douglas Bert Steve Ferry Scientist III Director, Hauser Laboratories TABLE 1 DETAILED FLEXURAL PROPERTIES TEST RESULTS Maximum Flexural Strain @ Maximum Flexural Modulus Specimen Number Strength Flexural Stren th (Tangent) psi % psi 05-026 Initial Control 1 9900 2.4 482000 2 9140 2.2 483000 3 10020 2.5 473000 4 9740 2.4 477000 5 10430 2.7 467000 Average 9850 2.4 476000 Std. Dev. 470 0.2 7000 05-026 Tap Water 1 10320 3.1 459000 2 10280 3.2 441000 3 9960 3.1 431000 4 10280 3.3 435000 5 10430 3.2 475000 Average 10260 3.2 448000 Std. Dev. 170 0.1 19000 % Change from Initial Control 4.2% -5.9% 05-026 5% Nitric acid 1 10730 4.2 492000 2 9860 3.1 442000 3 9950 3.1 483000 4 10330 2.3 456000 5 10120 3.1 458000 Average 10200 3.2 466000 Std. Dev. 350 0.7 21000 % Change from Initial Control 3.6% -2.1% 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 March 14, 2007 Page 3 of 6 • Test Report: 64464-3 TABLE 1 CONTROL DETAILED FLEXURAL PROPERTIES TEST RESULTS Maximum Flexural Strain @ Maximum Flexural Modulus Specimen Number Strength Flexural Strength (Tangent) si % esi 05-026 10% Phos horic acid 1 10660 3.2 464000 2 11010 3.2 512000 3 10520 3.2 464000 4 9820 2.9 486000 5 10260 3.1 495000 Averse 10450 3.1 484000 Std. Dev. 450 0.1 21000 % Change from Initial Control 6.1% +1.7% 05-026 10% Sulfuric acid 1 10230 3.2 439000 2 10040 3.1 477000 3 9690 3.0 445000 4 10210 3.1 484000 5 9810 3.2 452000 Averse 10000 3.1 459000 Std. Dev. 240 0.1 20000 % Change from Initial Control 1.5% -3.6% 05-026 100%Gasoline 1 3990 5.4 109000 2 3870 5.6 103000 3 3320 5.4 88000 4 3040 5.1 80000 5 3740 5.5 106000 Averse 3590 5.4 98000 Std. Dev. 400 0.2 13000 % Change from Initial Control -63.6% -79.5% 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 March 14, 2007 Page 4 of 6 1 Test Report: 64464-3 TABLE 1 CONTROL DETAILED FLEXURAL PROPERTIES TEST RESULTS Maximum Flexural Strain @ Maximum Flexural Modulus Specimen Number Strength Flexural Stren th (Tangent) si % psi 05-026 100%Vegetable Oil 1 10400 3.0 516000 2 10690 3.1 479000 3 10870 3.2 488000 4 10250 4.0 481000 5 11320 3.3 482000 Average 10710 3.3 489000 Std. Dev. 420 0.4 15000 % Change from Initial Control 8.7% +2.7% 05-026 0.1% Detergent 1 10950 3.4 435000 2 9730 2.9 481000 3 10000 3.0 495000 4 9900 3.0 443000 5 10100 3.1 472000 Average 10140 3.1 464000 Std. Dev. 470 0.2 26000 %Change from Initial Control 2.9% -2.5% 05-026 0.1% Soap 1 10010 3.3 424000 2 10110 3.2 456000 3 9720 3.0 465000 4 9010 2.8 475000 5 10390 3.3 449000 Average 9850 3.1 454000 Std. Dev. 530 0.2 20000 %Change from Initial Control 0.0% -4.6% 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 ® March 14, 2007 Page 5 of 6 1 • Test Report: 64464-3 TABLE 2 DETAILS OF FLEXURAL PROPERTIES TESTING Specimen Number Width Thickness in in 25-026 Initial Control 1 0.534 0.228 2 0.531 0.229 3 0.528 0.224 4 0.530 0.224 5 0.523 0.225 Span Length inches 3.62 S eed of Testing inches 2er minute 0.10 25-026 Tag Water 1 0.526 0.227 2 0.527 0.223 3 0.533 0.225 4 0.228 0.235 5 1 0.531 0.231 Span Length inches 3.65 Speed of Testin inches eer minute 0.10 25-026 5% Nitric acid 1 0.527 0.207 2 0.527 0.226 3 0.532 0.231 4 0.529 0.235 5 LL= 0.528 0.225 Span Length inches 3.60 Speed of Testing inches per minute 0.10 25-026 10% Phosphoric acid 1 0.528 0.227 2 0.531 0.227 3 0.534 0.228 4 0.539 0.227 5 0.528 0.235 Span Length inches 3.66 Speed of Testing inches per minute 0.10 25-026 10% Sulfuric acid 1 0.533 0.225 2 0.510 0.227 3 0.509 0.223 4 0.529 0.227 5 1 0.530 0.230 Span Length inches 3.62 Speed of Testing inches per minute 0.10 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 09 March 14, 2007 Page 6 of 6 1 1 . Test Report: 64464-3 TABLE 2 CONTINUED DETAILS OF FLEXURAL PROPERTIES TESTING Specimen Number Width Thickness in in 25-026 100% Gasoline 1 0.535 0.246 2 0.534 0.251 3 0.530 0.247 4 0.533 0.240 5 0.534 0.249 Span Length inches 3.95 Speed of Testing inches per minute 0.11 25-026100%Vegetable Oil 1 0.531 0.227 2 0.526 0.223 3 0.532 0.226 4 0.538 0.201 5 1 0.529 0.224 Span Length inches 3.52 Speed of Testing inches per minute 0.09 25-026 0.1% Detergent 1 0.531 0.221 2 0.505 0.232 3 0.527 0.227 4 0.533 0.227 5 1 0.533 0.224 Span Length inches 3.62 Speed of Testin inches eer minute 0.10 25-026 0.1% Soap 1 0.504 0.226 2 0.528 0.230 3 0.530 0.212 4 0.528 0.228 5 0.529 0.237 Span Length inches 3.63 Speed of Testing inches per minute 0.10 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 INTERPLASTIC CORPORATION Thermoset Resins Division 1225 Willow Lake Boulevard Saint Paul, Minnesota 55110-5145 (651)481-6860 Fax(651)481-9836 April 28, 2011 Mr. Eugene Zaltsman Insituform Technologies Inc. 17999 Edison Avenue Chesterfield, MO 63005 Dear Mr. Zaltsman: Interplastic Corporation currently manufactures vinyl ester resins for Insituform Technologies Incorporated. These resins are designed for use in the cured-in-place pipe (CIPP) Industry. Interplastic Corporation manufactures a resin with the in house product number of VE8319PER. Insituform uses the product number VE301 for this product. Products with either of these numbers are identical in chemical composition and will exhibit the same mechanical properties, creep properties and corrosion resistant properties. I hope that this information is useful. Please contact me at 281-256-6301 if you have additional questions or comments on this matter. Sincerely, kp�j n� rV�" Kaleel Rahaim Business Manager Remediation Polymers Thermoset Resins Division Cc: Dave Herzog, Jason Schiro VE Resin - Green Book - 3rd Party Testing Pickle-Jar Test inn 48,- ra via rr wi 98-514-2 u ir=r or LOS A UXI '¢ K'. DEPARTMENT ON GENERAL SERVICES aco 1-27-97 -- - NrAMARD3 cp'ra 8-2 2-9 7 au POKM PL4CE LOA ^xGrL15.c—,%WWI Mr. Robert Horii .1Saa4a City Engineer R E C E IV E D ca: iir- Clark W. Robins Mr. Hugh Lee AUG 2 71997 Mr. Walter ShioJ i sTHUCTUN INO EpM,aNt h=i cal Resistance Test of "Insitufp-M: Interalastic VEQ319 vinyl ester resin" Pipe Linina system At the request of the Bureau of Engineering, Structural Division and Collection Systems Lngineering Division, chemical resistance and physical properties tests were conducted an a set of "Insituform" Pipe Lining System samples. The test specimens were prepared by Insituform Technologies Inc., - 1705 Cherokee Blvd. , Memphis, TH 38111 and were submitted by Mr. Richard Anthony of Insituform Southwest, 9445 Ann Street, Santa Fe Spring, CA 90670. Project Title : "Insituform" Pipe Lining System Project No. : ED001341 Source : Insituform Technologies, Inc. Engineers : Hugh Lee / Walter Shioji Material IA ; VE8319 vinyl ester resin The samples were tested for weight change and physical properties before and after exposure to chemical solutions in.accordanee with. the Standard Specifications for Public Works Construction 1994 Edition, section 214-2.3.3. Test results sheets are attached. QacPEss�a -VJkY-K1X K. 190VAS IAN, D r o Cr NO.24775 x General Services/Standard 12.31-97 PIO:KSNsHKL Insituform Technologies. Ire. 702 Spirit 40 Park ClIcsterfield, M0 r ,'j-15 i Lab No.; 98--514-2 I Page 2 i -ghemical Resistance Test of "n.situfarm• Intem astic V98819 vinIdg,star resin" Pipe LjninalSystem Pmlaor 7Ftic: Insituform' Uning Material Prvfcct No: 13DO01841 i ZqCfi = Hugh lee/Walter Shiajl • Sovm&: InsWfOm Southwest Inc. . DataR=dvi d: 1-27-97 bp=ffiesdaa: SSPWC Secdarl 210-2.3.3,1994 D4=iPdaa: Insitufarm composite weight change oouporis(3"x 1•x 6mrn)utilizing . lnterplastic V58319 vinyl ester resin which Incorporates a lamina of polyethylene•(0.02411)on the flat surfaces ar'd two edges protected by a layer(1/8•nominal)of epoxy resin(Shell, pon 9215/9969) F � r,. I ; SuftkAdd 20% 0.1454 0.1861 0.1767 0.9427 Sodium Hydrox/de,s46 0.0594 -0.0435 -0.51 S1 -0.7293 Ammank.-m Hydrosrlde,646 0.1916 0.2648 •.2702 0.3980 ArlUkAad, 196 0.1784 0,2484 .2522 0.3568 - A#Soludons' Ferrlo CWrrde, 1% 0.1633 0.2382 Q,2266 0.3494 and Periods Soap•a146 0.1876 0.2581 .2482 0.3662 �*1S 66 max Dater pea6 0.1%_ 0.1797 0.2456 d.2489 0.3493 BOQ,x7wppm 0.1763 0,2302 1.2303 0.3438 Bleach, 196 0.1674 0.1607 q 0755 0.1107 I i lnsituform Technologies, Inc. l 702 Spirit 40 Park Dr. j Chesterfield, MO 63005 !1M I-ROM - • - • .y I i��/rp! .,,r-...s. n ^'� .•4.�. .,�'j��?�'� �i �}li S�7on �� � f„.;.. ,.r F _2� 'aj �: � - v2 t s ^•G' � tiZ2 �r7+.�„f� �f.' L... •,r Rl- 7n3� ItM � F r't•'�.i-,�1.a-! •` r"' �3,�> 4 a f! '� ..?S...Y:t,�,u�►..:..�.`-']L.'Y..��l,a�u �"' r+a{'`'ix�yj�..r3��e\`Y,. Lab No.:98-514-2 Page 4 Chemical Resistance T'eg Of "insixuform� Interoiastic -tM319 viOvi ester resin"' Pine Lining em . Arejeot Title: •insiur(orm• fining Material Pmjrt No: t313001341 Fagiflar: Hugh Lee/Walter Shlo� SOt � InslMorm Southwest Inc. Drto Jt= vnd- 1-2747 SP=Mcst aa. SSPWC Section 210-.&S.3,1994,ASTM 0638 Deseriptloc. insituform Interplastic VE8319 vinyl ester resin composite dog-hone coupons. r M 5trlfurfcAcid,20% 6569 2.6 _ Sadfum Hydroxide,5% 6219 2.1 ' monfum Hydroxide,5% 6465 2.1 Nitric Acid 196 6276 2.2 For lnfoMsdon Ferdo chloride, % 6384 2.0 t . On/y� Scap, 0.7Si6 _ ., 6197 2.2 Derergenr,0.146 6602 1.9 BOO,a700ppm 6212 2.0 Bleach, 796 6479 1.8 �• labia/Tensile Suengrh,PSI 6458 For7nfomtadon •. Initial son ation 96 2.3 only Insitufornn Technologies. Inc. 702 Spirit 40 Fark 0;. Chesterfield. MO Insituform Worldwide Pipeline 702 Spirit 40 Park Drive Tel: (314)530-8000 Rehabili(alion Chesterfield,MO 63005 Fax:(314)519-8010 www.insituform.com Flexural Creep Modulus 8319PER Vinyl Ester Resin 9e+5 9e+5 8e+5 ........... ........................ ............................................................................................................................................ ..................... 8e+5 7e+5 .......................... ....................................................................................................... ................................ .................... 7e+5 6e+5 ........................................................................ ..................................... ............................ ............................... ....................... 6e+5 U) 5e+5 .......................... ....................... ............................ ............................ .................... 5e+5 .................................... ... CL U) 4e+5 ..................................... ....................... ........................................................................................ .. ...................... 4e+5 75 3e+5 .....................................i..................................... ...................... ..................................................... 3e+6 0 d) 2e+5 ....................................................................... ................................. ................................... ............................... ....................... 2e+5 Ie+5 T- Ie+5 le+O Ie+I 1e+2 1e+3 le+4 Ie+5 Time (hours) 50 Years Testing done in accordance with ASTM 02990 by Hauser Laboratories HAUSER LABORATORIES May 9, 2002 Rick Baxter Insitufotm Technologies, Inc. Via Fax:636.530.8744 Via Email:rbaxter@insituform.com Re:Clarification of test results from Hauser Laboratories`Test Report M00550/40272C dated February 1, 2001. Hauser Laboratories tested ASTM D790 flexural specimens for resistance to various chemicals per modified ASTM F1216-98.The modifications included exposing the specimens for one(1) year instead of one(1 )month, using ASTM Fuel C as mandated within ASTM D5813-95 instead of gasoline, and using mineral oil instead of vegetable oil as allowed in ASTM D5813-95. Thus,as tested per the modified ASTM F1216-98,the specimens were tested in accordance with ASTM D5813-95.In the testing performed at Hauser,the acid strengths used for nitric and sulfuric(5%and 10%respectively)exceeded what was specified within ASTM D5813 (1%and 5%respectively).This exceeding of acid strength is considered to be a more aggressive test environment. The results of the testing indicate that the Vinyl Ester VE 8319PER 99-159 samples exceed the minimum chemical resistance requirement of ASTM D5813-95 as detailed in the table below. ASTM D5813-95 requires a retention of flexural modulus of elasticity of at least 80%after one year exposure. ASTM F1216-98 AS D5813-95 Chemical Chemical Solutions as %Retention Chemical Requirements Tested at Hauser of Flexural Requirements Modulus* Nitric Acid 5% Nitric Acid 1% Nitric Acid 5% 90 Sulfuric Acid 10% Sulfuric Acid 5% Sulfuric Acid 100/0 89 Phosphoric Acid Not Required Phosphoric Acid 10% 89 10% Gasoline 100% ASTM Fuel C1000/a ASTM Fuel C100% 101 Vegetable Oil Vegetable Oil(cottonseed, Mineral Oil 100% 100 1000/0 corn,or mineral oil) 100% Detergent 0.4% Detergent 0.1% Detergent 0.1% 93 Soav 0.1% Soap 0.1% --Soap 0.1% 115 Tap Water(pH 6- Not required Tap Water(pH 6-9) 95 9) 100% 100% *After one year exposure. Steve Ferry, Division Manager I iAUSER LABORATORIES www.hauseriabs.com 750 Nautilus Court South, Boulder, CO 80301-3240 Phone: 720 406 4800 Fax: 303 581 0195 February 1,2001 Test Report No. M00550J40272C Page 1 of 20 CLIENT: Insiturarm Technologies,ine. 17999 Edison Avenue - Chesterfield,MO 63005-3700 Attn: lang Hunt RE: PO R,-0595o MATERIAL: Six sets of fifty-five individual composite specimens each aPProxhoately 7 inches x SS inch x 0.236 inches were submitted and identified by the client as shown below. M2FMedPol ISM. ituform IdentificatioA S Ie Desi 'on 1 ter 102A99-150 tet 102FA 99-152 led P'oI ter 102TA 99-153 ter'103A 99-151 ed Pot star 103TA 99-159t Ester VE 9319PER 99-159 TESTING: Chemical Resistance testing was conducted in accordance with modified as described below.The specimens were immersed in the solutions shown in the table below for at least 366 days. At the end of the exposure,the specimens were removed and tested for flexural properties in accordance with ASTM D790 99, Procedure A using a span to depth ratio of at least 16:1, In addition, ono set of"Control"specimens was exposed at$Plximately 23"C for the 366-day period, Chetrifi�tl Saltttiott Caaeentr'atWo % Plinio Acid 5 Sulfuric Acid 10 Phosphoric Acid 10% ASTM Fuel C 100 Vegetable Ora(,Mineral Oil) 100 Detergent 0.1 Soap 0. Tap water 1 10 1 Thle a;-ri epplk_only m the sample,or sampl¢s,Investigated and is not neoessarfly indicative of tho Quality er certdition of epparenily Identical or slmtler s ducts.a a mutual protection to eUerl(y,(he pudic and Ihose Laboratofiee,this Mrort Is submtped and aocep(cd for the ejtckraive use of the crent to whom It !s¢ddrecsed artd upon(he oondiNon that it Lt not le be used,In vvholp or in pad•in any adverlising of publictiy ma(ler without prior nrltioh aUtttortzefien from Hauser Labofatotleg,This feprXt may be copied only in hs entirety. Hauser Laboratories • 4750 NautNus C:c so • BoUder,CO 80301.3240 . www.hauser.com • Ph:(800)241-2322 • Ph:(303)581-0079 ■ FAX:(303)581-0195 .4*16 laar February 1,2001 Test Report No. M00550/40272C Page 2 of 20 RESULTS: The results are summarized in Table i as the percentage roft ion of flexu nd modulus and flexural strength after the one-year immersion. Detailed values are presented in Tables 2-7.. TESTING SUPERVISED BY: TESTING CONDUCTED BY: e�Krause-S rtlgh �U crt Department Manager Teo ciao III TABLE 1 SUWARY OF FLEXURAL TEST RESULTS Simple No. 99-150 x 99-152(2) 99-153(3) 99-151(4) 99-158 99-159(6 Retention of FS FM FS FM FS FM FS FM FS FM FS FM Pro ertIcs: Solution Nitric Acid 5% 99 82 92 100 84 79 87 79 78 6$ 99 90 Sulfuric Acid 10% 97 82 90 89 88 85 88 81 90 8o 95 89 Phospboxic Acid 1010/c 94 78 93 88 1 87 87 86 81 99 at 96 89 ASTM Fuel C 105 1 99 103 95 103 104 101 101 105 95 103 101 Mineral Oil 1011 96 99 97 101 102 93 98 •103 100 too 100 DeWMcat 95 77 93 89 83 88 85 78 '94 79 92 93 soap 95 78 92 86 84 84 88 82 82 77 109 11.5 Ta Water 95 85 91 90 82 92 88 81 83 77 97 95 FS=Flexural Strengtb I FM-Flexural Modulus Retention,% February 1,2001 Test Report No_ M00550140272C Page 18 of 20 TALE 7 DETAILED FLEXURAL PROPERTM Specimen No. Maximum Flexural S Flexural Modulus any e0,t Value %Retention Value Retention Sample 99-159 i % si % Control 1 7790 408000 2 9020 535000 3 9390 556000 4 9690 537000 5 9390 579000 Ave a 8850 100 523000 .100 Std.Dcv. 660 66600 5%Nitno Acid Fxposure 11 9650 466060 12 9410 495000 13 9030 463000 14 9330 516000 15 8180 421000 Averagc 8720 99 472000 90 Std.Dev. 460 36000 10%Sulfuric Aoid HNpos= 21 8410 472000 22 8160 458000 23 8460 469000 24 9420 460000 25 9560 469000 Ave 9400 95 466000 89 Std.Dev. 150 6010 1096 Phosphoric Acid F.xposum 26 $090 459000 27 -9270 475000 28 8640 477000 29 9220 449000 30 9630 468000 Avera a 8530 96 465000 89 Sid.Dev. 280 11900 February 1,2001 Test Raport No. MOOSSO140272C Page 19 of 20 TABLE 7 CONTINUED Spedmen No. Maximum F w=vl StreARth I Flexural Modulus T trit Value %Retention Value %Retention Sam to 99LIS9(#6 psi % ASTM Fuel C Exposum 31 9250 532000 32 9870 511000 33 "40 537000 34 9480 524000 35 8790 549000 Avemne 9090 103 S30000 101 •SUL Dev. 280 14300 Mineral Oil EXposwe 36 9240 516000 37 9250 521000 38 8790 526000 39 9300 521000 40 9270 $32000 A 9990 100 523000 100 Std.Dev, 430 6360 0.1%Dd=gmt 8 osum 41 9230 494000 .42 8020 477000 43 7700 453000 44 7950 498000 45 8630 516000 A.veMc 9110 92 486000 93 Std.Dev. 350 23300 0.1%Soa Ex sure 46 9590 600000 47 9840 540000 48 9250 565000 49 9340 673000 s0 9870 641000 Average 9580 108 604000 115 Std.Dev. 280 54100 February 1,2001 Test Report No. M00550/40272C Page 20 of 20 TABLE 7 CONTINUEp Specimen No. Maximum Flexural Stength Flexural Modulus an t Value %P-dention value VO Reterdioa Sam le 99L159 i % si Top Water Exposure 51 9520 493000 52 8570 494000 53 $400 473000 54 8590 501000 55 8650 517000 Average 8550 97 496000 95 Std.Dev. 90 16000 Supplemental Project History J _3 mob. is i C�ti/.�/ ,iI�tu laftwM 1/1 �► Last Refresh Date:03-25-202 Contract Qualification Closed Projects ( 2013 - Present ) -Parameter Summary EndingMonth Date 03-252020 Reporting Entity JDE Company Code 00200:00190 Region Owner Stale Project Material Family Project Manager Project Number Role Project Manager alue,Range Project Value($) 01-04-2016 Insituform 1/1 Las[Refresh Date:03-25-2020 Contract Qualification Closed Projects ( 201133I- Present ) -Summary 5,643 37,907 43,550 4,365 182,687 13,923 196,610 16,916 16,916 ® 31,734 2,078 33,812 310 310 ® 6,246 501 6,747 86 385 471 6,399 320 6,719 1,274 95 396 1,765 ® 2,793 440 3,233 8,644 10,979 2,474 22.097 ® 3,985 3,985 9,426 170 9,596 © 1,339 1,339 4,452 4,452 7,617 7,617 4,184 4,184 1,500 1,500 4,016 4,527 8,543 78 78 497 75 572 497 497 298,906 51,830 95 13,838 9,924 374,593 1/31 1► tufavrm Last Refresh Date:03-25-2020 Contract Qualification Closed Projects ( 2013 - Present) - Detail Project F�,,ol Contract Project Descriplion — -Status Contract Value Arn.-I 19077202 Prime SACRAMENTO AREA SWR DIST(SASD) PO1f81175782-RELEASE 02 JC $271,524.30 Project Manager B,d Date Project Close Date Roberto J 12-30-2015 03-30-2016 3,199 3,199 73 555 555 479 479 Sacramento Area Sewer District- Sacramento Area Sewer District- 666 666 Sacfament0,CA-Public Works Sacramento,CA-Public Works 9660 Ecology Lane 9660 Ecology Lane 1,145 3,754 4,899 Sacramento Sacramento Sacramento CA 95851 Sacramento CA 95851 +1 916 8756470 +1 916 8756470 DescriptionN�,nbe, ;Role Project 190794 Sub JMB CONST-SANTA CLARA,CA I CE 13-14-02 TRIMBLE RO.TRUNK JC $1,789,468.00 Project Manager .Date Project Close Date Gann,Richard 02-11-2015 09-16-2016 129 129 0 19 19 167 167 City of Santa Clara,CA City of Santa Clara,CA 1,172 1,172 1500 Warburton Avenue 1500 Warburton Avenue 4,377 4,377 Santa Clara Santa Clara Santa Clara CA 95050-3792 Santa Clara CA 95050-3792 148 5,716 5,864 +1 408 6152200 +1 408 6152200 Qk1situform. 2/31 Last Refresh Date:03-25-2020 �� Pro 190796 Prime SACRAMENTO COUNTY-No.4304 1 ROOT MITIGATION-PRJT.3 JC 51,304,800.80 Project Manager d Date Project Close• to Rizo,Roberto J 01-07-2016 06-24-2016 889 24.336 25,336B14 593 33fi 336 889 25.261 26,150 Sacramento Area Sewer District- Sacramento Area Sewer District- Sacramento,CA-Public Works Saaamento,CA-Public Works 9660 Ecology Lane 9660 Ecology Lane Sacramento Sacramento Sacramento CA 95851 Sacramento CA 95851 +1 916 8756470 +1 916 8756470 DescriptionJDE Job i Project 190797 Prime ELKO,NV-2015 PWPMEL-2015-220,SWR SLIP LINE JC 5211,470.00 Project r�Aanager Bid Date Project Close Date O'Keefe,Brandon S 01-27-2016 OS10-2016 334 334 116 3,252 3,252 378 378 City of Elko,NV City of Elko,NV 3,964 3,964 1751 College Ave. 1751 College Ave. Elko Elko Elko NV 89801 Elko NV 89801 +1 775 7777126 +1 775 7777126 a Project Final Contract Project Description 190798 Sub CRATUS,INC.,HILLSBOROUGH CA RALSTON&PEPPER AVE.HYDRAULIC JC $104,995.60 ManagerProject .e- Date Rizo,RobedoJ 01-20-2016 07-01-2016 M1,769 1,769 13 1,769 1,769 Customer • - City of Hillsborough,CA City of Hillsborough,CA 1600 Floribunda Avenue 1600 Floribunda Avenue San Mateo San Mateo Hillsborough CA 94010-6418 Hillsborough CA 94010-6418 +1 550 3757400 +1 650 3757400 QInsituform- 3131 Last Refresh Date:03-25-2020 Final Contract ".jw Description Contract Value 1, Amount; 190799 Sub MAGGIORA&GHILOTTI,INC. MILLER AVE.-MILL VALLEY,CA JC $427,321.00 Rizo,Roberto J 04-21-2016 12-08-2017 93 1.778 1,871 83 • 1,073 1,073 2,191 2,191 City of Mill Valley,CA City of Mill Valley,CA 430 430 26 Corte Madera Avenue#94941 26 Carte Madera Avenue#94941 646 646 Mann Mann Mill Valley CA 94941-1830 Mill Valley CA 94941-1830 4,433 1,778 6,211 +1 415 3884033 +1 415 3884033 JDE Job Project Final ConlraP Nb�r P.I� Project Description sl,n Contract Value Amount 190800 Prime GRANITE CONST.CO.,ATHERTON CA I MARSH RD.CHANNEL RPR.P#56005 JC $455.467.00 Project Manager Bid Date Project Close Date Rim Roberto J 06-03-2016 08-18-2016 260 260 19 550 550 • 1,342 1,342 West Bay Sanitary District West Bay Sanitary District 2,152 2,152 500 Laurel Street 500 Laurel Street San Mateo San Mateo Menlo Park CA 94025.3427 Menlo Park CA 94025-3427 +1 650 3210384 +1 650 3210384 DescriptionProject Final Coniract Project 190801 Prime ROHNERT PARK CA,CLAUSSEN OVERC EVERCROSSING&HWY 101 SEW.REH JC $447,934.00 Project Manager Bid Date Project Close Date Bibayan.Fanborz D 06-17-2016 10-21-2016 325 325 0 1,726 1,726 • 645 645 City of Rohnert Park.CA City of Rohnert Park,CA 2,696 2,696 6750 Commerce Boulevard 6750 Commerce Boulevard Sonoma Sonoma Rohnert Park CA 94928-2411 Rohnert Park CA 94928.2411 +1 707 5883300 +1 707 5883300 k1s tut V7 m. 4/31 Last Refresh Date:03-25-2020 Number lRole Project Descnplio,l I S,roject Contract Value 190802 Prime GRASS VALLEY,CA.No.14-09 1 CDBG-CONTRACT#16-10 JC $1,618,265.00 Project Manager Bid Dale i Project Close Date Rizo,Roberto J 06-14-2016 01-02-2018 180 180 4 288 288 • 2,137 2,137 City of Grass Valley,CA City of Grass Valley,CA 468 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 Number !Role Project JOE Job i Project Final Contract - 190803 Prime NAPA SANITATION DIST-CIP 17705 1 SOSCO/SOSA TRUNK REHAB JC $1.088,300.00 Rizo,Roberto J 03-28-2017 11-08-2017 1,500 1.100 2 500 L500 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 Description 190804 Prime DUBLIN SAN RAMON SVCS DIST. I DUBLIN TRUNK SWR(CIP 16-S021) JC $5,541,630.00 Rizo,Roberta J 04-20-2017 04-27-2018 249 240 489 0 2,945 2,945 200 200 Dublin San Ramon Services District Dublin San Ramon Services District 2,973 2,973 7051 Dublin Boulevard 7051 Dublin Boulevard A 6,367 240 6,607 Alameda Alameda Dublin CA 94568-3080 Dublin CA 94568-3080 +1 925 5517230 +1 925 5517230 insitufarm- 5/31 Last Refresh Date:03-25.2020 N-iber ;Role 1".Ject De.""pl— S atus Conti act Value! AmountJob Final Contract 190806 Prime LOS ALTOS,CA#WW010517 CIPP CORROSION REHAB PROJECT JC $409,486.00 Ganesan,Sethuraman 04-13-2017 11-03-2017 ® 650 650 7 650 650 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 +1 660 9472700 +1 650 9472700 ProjectDescriptionP,Ojert Final contract 190807 Prime STOCKTON,CA-BLACK OAK PILE REHAB PROJECT No.M152002 JC $1.702.029.00 Project Manager Bid Date Project Close Date Camacho,Bemie 04-06-2017 05-21-2018 34 34 0 r 3,410 3.410 264 264 City of Stockton,CA City of Stockton,CA 3,708 3,706 2500 Navy Drive 2500 Navy Drive San Joaquin San Joaquin Stockton CA 95206-1147 Stockton CA 95206-1147 +1 209 9378718 +1 209 9378718 DescriptionJ DE Job Project Final Contri Number �Role Project 190810 Prime NORTH TAHOE PUD I TAHOE VISTA SEl-024 TO SE1-021 JC Contract$66,450.00 Proje�t Manager Bid Date Project Close Date Miller,Daren A 11-02-2017 01-08-2018 829 829 5 829 829 North Tahoe Public Utilities District North Tahoe Public Utilities District 875 National Ave 875 National Ave Placer Placer Tahoe Vista CA 96148-0139 Tahoe Vista CA 96148-0139 +1 530 5464212 +1 530 5464212 QInsitufarm. 6131 Last Refresh Date:03-25-2020 ■ � Contract Value� ■ 190811 Sub SCHULTZ INDUSTRIAL SERVICES I ANDEAVOR MARTINEZ REFINERY JC $116,880.00 Project Manager 1 1 Bid Date ®� Padilla,Adrian Miguel 02-01-2018 05-25-2018 1115 185 0 85 85 Cus Omer Owner Brinderson Engineers 8 Constructors- Andeavor(Tesoro)Golden Eagle Bakersfield,CA Refinery-Martinez,CA 4550 California Avenue 150 Solano Way Suite 700 Contra Costa Kern Martinez CA 94553 +1 661 3770343 +1 925 2281220 ProjectDescriptionProject Final Contract 190813 Prime SOUTH PLACER MUNICIPAL UTILITY I SPMUD PIPE LINER PROGRAM 2018 JC $344,002.00 Bibayan,Fariborz D 02-15-2018 06-05-2018 306 306 14 r 401 401 4,82B 4,828 South Placer Municipal Utility District- South Placer Municipal Utility District- 5.535 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 DescriptionProject 190814 Prime GILROY,CA-#17-PW-235 SWR REHAB FIRST STREET JC 5221,805.00 Bibayan.Fariborz D 01-31-2018 08-30-2018 2.959 2.959 16 2.959 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 B460271 +1 408 8460271 4) 'r.I tufo m 7r31 I Last Refresh Date:03-25-2020 lRole Description _Is Contract Value c 190315 Prime QUAM CONST.CO,-REDDING,CA I CITY OF REDDING-GARDEN TRACT JC $1,127,963.00 Bibayan,Fanborz D 02-08-2018 08-03-2019 7.935 7,935 531 9,139 407 9,546 •- • 1,610 1,610 City of Redding,CA City of Redding,CA 1,829 1,829 20055 Viking Way,Bldg 3 20055 Viking Way,Bldg 3 746 746 20055 Viking Way Building 3 20055 Viking Way Building 3 Bldg 3 Bldg 3 3,121 3,121 Shasta Shasta Redding CA 96003 Redding CA 96003 16,445 8,342 24,787 +1 530 2246069 +1 530 2246069 DescriptionProject 190817 Prime MERCER-FRASER CO.,EUREKA,CA 3RD&Y BASIN REHAB. JC $433,855.00 Project Manager Bibayan,Fanborz D 03-15-2018 08-24-2018 1,848 1,848 65 1,360 1,360 • 610 610 City of Eureka,CA City of Eureka,CA 1,599 1,599 531 K Street 531 K Street 2 Humboldt Humboldt ,209 3,208 5,417 Eureka CA 95501 Eureka CA 95501 +1 707 4414183 +1 707 4414183 ContractJDE Job pmj F at Contract 190818 Prime TUOLUMNE UTIL.DIST.2018,SONORA 2018 CIPP SEWER REHAB PROJECT JC $198.902.00 Project Manager Bid Date Project Close Date Bibayan,Fanborz D 09-07-2018 11-09-2018 2,490 2,490 0 112 112 2,602 2,602 Tuolumne Utilities District Tuolumne Utilities Distdct PO Box 3728 PO Box 3728 Tuolumne Tuolumne Sonora CA 95370-3728 Sonora CA 95370-3728 (/! 8131 i nsituform Last Refresh Date:03-25-2020 Job Project Final Contract Number Role 11 Project Description Amount 190819 Prime LANGTRY FARMS,LLC,MIDDLETOWN I DETERT LAKE DAM OUTLET REPAIR JC $320,300.00 Project Manage, B,d Date Project Close Date ®� Padilla,Adrian Miguel 09-14-2018 01-04-2019 600 600 0 600 600 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 Job proj�zl Final Contract Number Role Project Descriplian Status Colitract value Amount 190820 Sub CON-QUEST CONTRACTORS,SFPW I CLAYTONlCLIPPERIPORTOLA,#2500J JC $134,794.00 Project Manager Bid• ®® Bibayan,Fadboa D 01.01.2018 03-29-2019 427 427 38 859 859 54 54 Con-Quest Contractors-San Francisco, City of San Francisco,Ca-public 1.340 1,340 CA Works Dept.-bureau of Engineering 290 Toland Street 1680 Mission Street San Francisco San Francisco San Francisco CA 94124 San Francisco CA 94103-2414 +1 415 2060524 +1 415 5548325 Job Number Role Project Description status Contract Value Amount 190823 Sub SYBLON REID,NAPA SANI DIST NAPA-HEADWORKS EQUIPT REPLACE JC $162,078.00 P,oj.ct Manager Bid■.te I Project Close Date ®� Padilla,Adrian Miguel 02-07-2019 05-00,2019 104 104 0 04 04 Napa Sanitation District-Napa, Syblon Reid-Folsom,CA CA,Hartle 1130 Sibley Street 935 Hartle Court Sacramento Napa Folsom CA 95630 Napa CA 94558 +1 925 3718928 +1 707 2586000 L01' 9/31 ,If'1S1fU{ !?? Last Refresh Date:03-25-2020 Project Description ..c Contract Value A111-11 190825 Sub D'ARCY&HARTY CONST.,C/C SANF I CASITAS AVE EASEMENT W W 624 JC $138,060.00 Project Manager Bid Dale Padilla,Adrian Miguel 01-17-2019 07-22-2019 1,039 1.039 14 1,039 1,039 Customer Owner City of San Francisco,Ca-Dept.of Darcy&Harry Construction-San Public Works-Bureau of Engmeenng- Francisco,CA Main Van Ness office 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 �Role Project Descrprtion S tu� Contract Value Amount 200268 Prime MONTECITO SANITARY DISTRICT 2014 SWR MAIN REHAB PROJECT JC $1,588,971.00 Project Manager B.d Date �.- Rizo.Roberto J 12-04-2014 04-21-2016 59,865 59,865 481 2,842 2,842 • 62,707 62.707 Montecito Sanitary District Montecito Sanitary District 1042 Monte Cristo Lane 1042 Monte Cristo Lane Santa Barbara Santa Barbara Santa Barbara CA 93108-2809 Santa Barbara CA 93108-2809 +1 805 9694200 +1 805 9694200 10/31 Y Irwtuform last Refresh Date:03-25-2020 Job Project Final Contract Description Status Contract Value Amount -Number— iRole Project 200273 Sub SKANSKA-RADOS EXPO 2 1 EXPO PHASE II#XP8902-002 JC $18.000.00 Project Toke,Amal B Manager 01-16-2015 01-05-2016 106 106 0 60 60 ® 166 166 City of Las Angeles,CA-Dept of Public City of Los Angeles,CA-Dept of Public Works Works 1149 S Broadway-61h Floor 1149 S Broadway-6th Floor Los Angeles Los Angeles Los Angeles CA 90015 Los Angeles CA 90015 +1 213 8475167 +1 213 B475167 Project Number Role Project• ®aFinal Contract 200274 Sub GREEN BLDG.COPR.-LA,CA GLENDALE WATER RECLAMN. PLANT JC $503,000.00 Project Manager Bid Date Date Rubio,Jeffrey Louis 12-03-2014 02-20-2016 497 497 0 497 497 OEM City of Los Angeles,CA-Dept of Public City of Los Angeles,CA-Dept of Public Works Works 1149 S Broadway-6th Floor 1149 S Broadway-6th Floor Los Angeles Los An Los An CA 90015 Las Angeles CA 90015 +1 213 6475167 +1 213 8475167 (6)k1 ituform 11/31 Last Refresh Date:03-25-2020 JDE Job Project Final Cort,- Nr,,ib,, Role Project Description i Status Contract Value A m to] 200278 Prime LAKE ARROWHEAD COMMUNITY SVCS I SHELTER COVE SLIPLINE PHASE 1 JC $497,983.00 Ganesan,Sethuraman 09-15-2015 03-25-2016 639 639 4 3,430 3,430 4,069 4,069 Lake Arrowhead Community Services Lake Arrowhead Community Services District District 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 Final Goinvact Role Description 200279 Sub COUCH&SONS,INC.-LACSD I JOINT OUTFALL D Units 7 8 8 JC $248,525.00 Project Manager Bid Date Project Close Date Bibayan,Fanboa D 06-18-2015 06-06-2016 78 78 1 75 75 153 153 Los Angeles County-Whdter,CA- Colich And Sons Sanitation District 547 W 140th Street 1955 Workman Mill Road Los Angeles Los Angeles Gardena CA 90248 Whittier CA 90601-1415 +1 213 7702920 +1 562 6997411 limituform- 12)31 Last Refresh Date:03-25-2020 � Project Final Contract tot� 200280 Sub W.M.LYLES CO.HUNTINGTON BEACH SOLIDS THICKEN INGBPROC.UPGRADE JC $30,040.00 Bibayan,Fariborz D 12-18-2015 03-28-2016 40 40 0 40 40 Orange County Sanitation District- W.M.Lyles-Ffesno,CA Fountain Valley,CA 355 N Thome Avenue 10844 Ellis Avenue Fresno Orange Fresno CA 93744 Fountain Valley CA 92708 +1 661 3871600 +1 714 9622411 JDE Job --- 1 Project Rnal Con] DescriptionNumber Role Project 200281 Sub ORION CONST--NAVFAC SOUTHWEST I REPAIR SWR MAINS MCLB BARSTOW JC $75,560.00 P,ejery M.nag, Bid D,ite Project ClDate u Bibayan,Fariborz D 09-01.2015 01-25-2017 252 252 12 1,813 1,813 2,065 2,065 US Marine Corps-Barstow,CA US Marine Corps-Barstow,CA ROICC Barstow,Southwest Division,Bldg.ROICC Barstow,Southwest Division,Bldg. San Bemardino San Bernardino Barstow CA 92311-5050 Barstow CA 92311-5050 +1 760 5776493 +1 760 5776493 DescriptionJ.b Projed Final Contract' 200282 Prime COLTON,CA-FY 15-16 FY15-16 SWR LINING PROJECT -C $148,I35.00 Project Manager i .D - -Date i Bibayan,Fariborz D 12-21-2015 04•11-2016 4,910 4,910 184 4,910 4.910 City of Cotton,CA City of Colton,CA 1201 S Rancho Avenue 1201 S Rancho Avenue San Bernardino San Bernardino Colton CA 92324-3342 Colton CA 92324-3342 +1 909 3705179 +1 909 3705179 ins tuform 13J31 Las[Refresh Date:03-25-2031 DescriptionProject � 200283 Sub AMES CONSTRUCTION(CALTRANS) I CNT#08.3555V4-VICTORVILLE,CA JC $799,128.30 Project Manager Bid Dale Project Close Date Bibayan,Fariborc D 08-27-2015 O5-24-2017 210 210 3 250 250 540 540 Department of Transportation-State 201 201 of Califomia-District 08-San Ames Construction-Corona,CA. Bernardino 680 680 S i North Main Street San West rdi Street 247 247 Sude 302 San Bernardino Riverside San Bemardino CA 92401 2.128 2,126 +1 951 3561275 +1 909 3834561 DescriptionNurrber_�Role Project 200284 Prime COSTA MESA SANITARY DISTRICT INDUSTRIAL SWR/MANHOLE No.310 JC $218,458.00 Project Manager Bid Date---1 Project Close Date Bibayan,Fanborz D 03-01-2016 05-25-2016 M1,087 1,087 4 7,087 1,087 • ner City of Costa Mesa,CA City of Costa Mesa,CA 77 Fair Drive 77 Fair Drive Orange Orange Costa Mesa CA 92626-6520 Costa Mesa CA 92626-6520 +1 714 7545015 +1 714 7545015 (641situfarm. 14/31 Last Refresh Date:03-25-2020 • N-iber -Role Project Description status Contract Value �,mount 200285 Sub REYES CONST•-NAVFAC SOUTHWEST MARINE CORPS RECRUIT DEPOT JC $683.549.03 Project Manager i Bid Date ®� Bibayan,Fariborz D 11-06-2015 07-15-2016 304 304 24 3,640 3,640 Oner 2,194 2,194 Naval Facilities Engineering 350 350 Command-NAVFAC SOUTHWEST, US Navy-San Diego,CA-NAVFAC- CENTRAL IPT Southwest,Central 115 115 1 Pacific Hwy 1 Pacific Highway 1,648 1.648 San Diego San Diego San Diego CA 92101 San Diego CA 92101 8,251 8.251 +1 619 5324714 +1 619 5324714 JD1 Jch Project Final Contract Nurnb�, Role I Project Description Slat- Contract value Amount 200286 Prime ULTRAMAR„WILMINGTON REFINERY VALERO WILMINGTON REFINERY JC $0.00 Project Manager Bid Date Project Close Date Bibayan,Fadborz D 06-01-2016 10-21-2016 r 580 580 0 580 580 Valero Energy-Wlmington,CA- Valero Energy-Wilmmgton,CA- Refinery Refinery 2402 Anaheim Street 2402 Anaheim Street Los Angeles Los Angeles Wilmington CA 90744 Wilmington CA 90744 +1 562 4916648 +1 562 4916648 N�rnb�, Role jed—crip— Status Contract Value Amount 200287 Prime OJAI VALLEY SANI DIST.2016 No 2016-05 SWR MAIN REPAIRS JC $748,460.00 Project Manager Bid Date i Project Close Date D 07-15-2016 12-09-2016 24,632 24,632 284 24,632 24.632 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 Cinsituform- 15/31 Last Refresh Date:03-25-2020 Numboer Role III-ject Description Status Contract Value:: Amount 200288 Prime ARROYO GRANDE CREEK,CA SEWER REHAB#2016-054 JC $139.922.00 Project Manager i Bid Date Project Close Date -- Bibayan,Fanbort 0 08-09-2016 12-08-2016 220 220 15 1,686 1,685 • 501 501 City of Arroyo Grande,CA City of Arroyo Grande,CA 1,905 501 2,406 214 E Branch St 214 E Branch St San Luis Obispo San Luis Obispo Arroyo Grande CA 93420.2730 Arroyo Grande CA 93420-2730 +1 805 4735400 +1 805 4735400 JDE Job Project Final Contr4c Number �Role Project Description Stal- Contract Value AmoLm- 200289 Prime SIMI VALLEY,CA-#SV 16-16 1 SW.LOS ANGELES AVE 8 EASY YSST..�� JC $2,066,379.00 P,oject Manage, Sid Date Project Close Date Bibayan,Fariborz D 09-07-2016 05-03-2017 1,106 1.106 1 863 863 152 152 City of Simi Valley,CA City of Simi Valley,CA 3.072 3.072 500 W Los Angeles Avenue 500 W Los Angeles Avenue 5,193 5.193 Ventura Ventura Simi Valley CA 93065.1644 Simi Valley CA 93065-1644 +1 805 5836400 +1 805 5836400 ProjectProject Final Contract' Role Description 200290 Prime SANTA BARBARA,COUNTY OF(2016) 18"CMP STORM DRAIN REHAB. JC Contract$44,810.00 Project Manager Bid Date Bibayan.Fanborz D 011-12-2016 01,26-2017 90 90 0 90 90 Customer Owner County of Santa Barbara,CA-Santa County of Santa Barbara,CA-Santa Bar48ra,CA Barbara,CA 130 E Victoria Street 130 E Victoria Street Santa Barbara Santa Barbara Santa Barbara CA 93101 Santa Barbara CA 93101 +1 805 8823600 +1 805 8823600 /`/C�r`;,J/ 18l3 V ins t�l?? 1 Last Refresh Date:03-25-2020 JOE Job Final Cantr Number Role Project Description Contract Value Amo 200291 Prime MIDWAY CITY,CA-2016 REHABIREPAIRS OF SWR MAINS JC $95.938.00 Project Manager I .Date Project Close Date Bibayan,Farlborz D 09-02-2016 01-20-2017 4,731 4,731 74 4.731 4,731 • Midway City Sanitary District Midway City Sanitary District 14451 Cedarwood Street 14451 Cedarwood Street Orange Orange Westminster CA 92683-5318 Westminster CA 92683-5318 +1 714 8933553 +1 714 8933553 JOE Job i Pro ec Final C. Number Role Project Description StIs Contract Value, Am 200292 Prime CO SANI DIST 18 OF LOS ANGELES I LACSD S.WHITTIER OUTFAL TRUNK JC 5624,622.00 Project Manage, Bid Date Project Close Date D 08-30-2016 05-22.2017 530 170 700 1 2,129 2,129 2,659 170 2,829 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 JDE Job Project Final Cont'! N—ber Role Project Description -Status- Contract Value _Amd 200293 Prime NEWEST CONST.CO.CARLSBAD.CA I FOXES LANDING LIFT STA REPLACE JC $251,500.00 Project M-.ge' Bid Dat� Project Close Dale ®� Bibayan,Fadbo2 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 17l31 II'�Sf tU /n Last Refresh Date:03-25-2020 ' Contract Value 1�1:es E 200294 Prime CO SANI DIST 3 OF LOS ANGELES LACSD ANNAHEIM ST.TRUNK SWR -C $2,383,498.00 Project Manager Bid Date Project Close Date Bibayan,Fanborz D 10-20-2016 09-25-2017 4,183 4.183 5 604 604 278 278 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- 5,065 5,065 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 JOE Job Project Final Contract Number [Role Project Description i Status Contract Value Amount 200295 Prime IMPERIAL BEACH,CA(FY15/16) ANNUAL SEWER MAINLINE JC $348,160.00 Project Manager Bid Date Bibayan,Fariborz D 10-13-2016 11-28-2017 605 605 79 3.338 3,338 • - • - •- 3.943 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 +1 619 4238311 +1 619 4238311 ®�Project Description States Contract Value Arritount 200296 Prime ARROYO GRANDE CA,EL CAMINO I REAL STORM SEW.REHAB#2016.12 JC $57,750.00 Project Manager Bid Date Project Close Date Bibayan.Fanborz D 11-14-2016 01-24-2017 .357 357 0 357 357 City of Arroyo Grande,CA City of Arroyo Grande,CA 214 E Branch St 214 E Branch St San Luis Obispo San Luis Obispo Arroyo Grande CA 93420.2730 Arroyo Grande CA 93420-2730 +1 805 4735400 +1 805 4735400 Insituform 18 , Last Refresh Date:03-25-2020 DescriptionJOE Job Project Final Contract Number Role Project 200297 Prime MOULTON NIGEL WATER DIST. I LAGUNA NIGEL#2015.008,2015.010 JC $99,800.00 Bibayan,Fariborz D 10-20-2016 01•06-2017 2,953 2,953 33 2,953 2.953 Moulton Niguel Water District-Laguna Moulton Niguel Water District-Laguna Niguel,CA Niguel,CA 27500 La Paz Road 27500 La Paz Road Orange Orange Laguna Niguel CA 92677-3489 Laguna Niguel CA 92677-3489 +1 949 8312500 *1 949 8312500 JOE Job Project Final Contract Number Role P,oject Desinpfion Slat- Contract Value Amount 200298 Prime LEUCADIA WASTEWATER DIST. LEUCADIA SCENIC CIPP LINING JC $172,602.00 Bibayan,Faribom D 11-29-2016 02-27-2017 1,972 ,1.972 7 1,972 1,972 Leucadia Wastewater District Leucadia Wastewater District 1960 La Costa Avenue 1960 La Costa Avenue San Diego San Diego Carlsbad CA 92018-2397 Carlsbad CA 92018-2397 +,760 7530155 +1 760 7530155 JOE Job Project Final Contract Number -Rll� Pro)e-ct Description-- status Contract Value Amount 200299 Prime COLTON,CA-FY 16-17 FY16-17 SWR LINING PROJECT JC $252,638.00 Proj-11M-aq�, Bid Date Project Close Date Bibayan,Fariborz D 11-17-2016 04-21-2017 875 875 120 3,526 3,526 Owner 227 227 City of Colton,CA City of Colton,CA 901 901 1201 S Rancho Avenue 1201 S Rancho Avenue 198 198 San Bernardino San Bernardino Cotton CA 92324-3342 Cotton CA 92324-3342 5,727 5,727 +1 909 3705179 +1 909 3705179 4 lI ys tufo m 19131 Last Refresh Date:03-25-2020 • Final Contract Number Role Project tion TE Contract Value Amount 200300 Sub CHARLES KING COMPANY,INC I DIST.6 TRUNK SWR RELIEF PRJT JC $70,430.00 Proj�t Manager Bid Date Project Close Date Bibayan,Faribom D 07-26-2016 10-29-2018 Mr3807..55 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 200310 Prime NORWALK,CA-FY 2015N8#7512 SEWER SYSTEM REHAB.2015.16 JC $237,530.30 Bibayan.Farib—D 11-16-2016 05-19-2017 7,075 7.075 242 327 327 Customer 290 O_wner 290 025 City of Norwalk,CA City of Norwalk,CA 333 333 Room Norwalk 81vtl Room Norwalk Blvd 950 7.075 8,025 Room 10 Room 10 Los Angeles Los Angeles Norwalk CA 90650-3144 Norwalk CA 90650-3144 +1 562 9295700 +1 562 9295700 DescriptionProji ct Final Contract Project 200311 Sub J.R.FILANC CONST-SAN DIEGO,CA I JOB 461-001 STORM DRAIN-EBERLY JC $133,085.00 Project Manager Bid Date Bibayan,Fanb=D 01-25-2017 02-27-2017 ® 422 422 0 422 422 County of San Diego,CA County of San Diego,CA 5555 Overland Avenue 5555 Overland Avenue San Diego San Diego San Diego CA 92123.1290 San Diego CA 92123-1290 +1 858 8744062 +1 858 8744062 Q Insrtuform- 20131 Last Refresh Date:03.25-2020 Project Desciptc,, 200312 Sub WEKA,INC-SANTA ANA(SAWPA) INLAND EMPIRE BRINE LINE REACH JC $3,504,400.00 Bibayan,Faribort D 01-02.2017 10-11-2017 10.739 10.739 0 10,739 10,739 Santa Ana Watershed Project Santa Ana Watershed Project Authoriy-Riverside,CA Authonty-Riverside,CA 11615 Sterling Avenue 11615 Sterling Avenue Riverside Riverside Riverside CA 92503 Riverside CA 92503 +1 951 3544200 +1 951 3544200 N�r,be, R� Project Descriplion Status Contract Value= 200314 Prime SCHULTZ-PBF ENERGY TORRANCE REFINRE-PO5000430130 JC $360,910.00 Project Mar,ager Bid•- Bibayan,Fanborz D 02-17-2017 03-30-2017 170 170 0 170 170 •Mr. PBF-Torrance Refinery,CA PBF-Torrance Refinery,CA 3700 W 1901h St 3700 W 190th St Los Angeles Los Angeles Torrance CA 90504 Torrance CA 90504 +1 310 2122800 +1 310 2122800 Project Description -� 200315 Prime OTAY WATER DISTR,SAN DIEGO CO I TRENCHLESS SEW.REHAB,CIP 52044 JC 5352,821.00 Project Manag�' Bid Dal, Project Close Date Bibayan,Fariborz D 01-24-2017 10-27.2017 3,490 3,490 56 3,490 3,490 Otay Water District Otay 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 Insituform. 21131 Last Refresh Date:03-25-2020 Project Final Contract Project Description status Contract Value Amount; 200316 Sub TK CONSTRUCTION PALISADES SWR REHAB PHASE 1 JC 584,387.00 Bibayan,Farborz D 01-26-2017 08-31-2017 1.054 1,054 15 1,054 1,054 Lake Arrowhead Community Services Lake Arrowhead Community Services District District 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 Bemardino Lake Arrowhead CA 92352 Lake Arrowhead CA 92352 +1 909 3378555 +1 909 3378555 Job Project Final Contract Number— Role Project Description status Co�itract Value Amount 200317 Prime MERLIN JOHNSON CONST. I EAST VALLEY WATER DIST. JC $31.500.00 Project ma-ge, Bid D. Bibayan,Fariborz D 03-23-2017 06-02-2017 340 340 21 340 340 East Valley Water District East Valley Water District PO Box 3427 PO Box 3427 San Bemardino San Bernardino San Bemardino CA 92413-3427 San Bernardino CA 92413.3427 +1 909 8899501 +1 909 8899501 DescriptionP,ojcct Final Contract 200318 Sub SULLY-MILLER CONTRACTING CO. I ARROYO DR AREA SWR/ST IMPRVMTS JC $75,161.00 Date D 09-15-2016 06-02-2017 r 516 516 20 456 456 972 972 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 Insituform- 22J31 Last Refresh Date:03-25-2020 JOE Job Project Final Contract Number Role Project Description Status Contract Value Amount 200319 Prime CUCAMONGA VALLEY WATER DIST. I SEWER MAIN RELINING AT VAR.LOC JC $115,571.00 Project Manager i Bid Dale Prot, •. Bibayan,Fariborz D 03-16-2017 08-24-2017 2,412 ,2,412 29 2,412 2.412 Cucamonga Valley Water District Cucamonga Valley Water District 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 DescriptionProject Final Contract 200320 Prime CYPRESS CA,PROJECT 182 1 SEWER RELINING PROJECT 182 JC $190,482.00 P,.I-t Manager Bid Date-— Project Close Date ®® Bibayan,Fariborz D 05-31-2017 12-20-2017 2,558 2,558 61 2,558 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 Job Proloct Final Contract Number Role Pro]ect Description Sial- C-tract Value Amount 200321 Prime OJAI VALLEY SANI DIST.,2017-07 2017 SEWER MAIN REHAB#2017-07 JC $647,211.00 Project Manager Bid Date Project Close Date Bibayan,Fariborz D 06-14-2017 01-24-2018 356 356 233 11,447 11,447 6,047 6,047 Ojai Valley Sanitary District Ojai Valley Sanitary District 2,744 2,744 1072 Tito Road 1072 Tim Road Ventura Ventura 20,594 20,594 Ojai CA 93023 Ojai CA 93023 +1 805 6465548 +1 805 6465548 ` 23/31 ns tuform Last Refresh Date:03-25-2020 Project• � 200322 Sub FLATIRON CONST.CORP. I LA CANADA 48"STORM DRAIN JC $90.675.00 Bibayan,Farlborz D 03-30-2017 11•03-2017 150 150 0 150 150 Flatiron Constructlon-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 Description-DE J." P"'ject Final Contract' Nu in lb, Pole Project 200323 Prime CO SANI DISTS,OF LOS ANGELES I CLAREMOUNT TRUNK EMERGENCY JC $40,573.00 Date Project Close Date Bibayan,Fariborz D 08-18-2017 11-07-2017 400 • 400 2 400 400 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sandation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whinier CA 90601-1415 +1 562 6997411 +1 562 6997411 �ob Project Final Contract Number roject D. scription Status 1 200324 Prime CO SANI DISTS.OF LOS ANGELES JOINT OUTFALL B UNIT I TRUNK JC Contract$624.619.03 Bibayan,Fadborz D 07-21-2017 04-12-2018 331 220 551 0 85 4 345 40 7 • 345 0 1, 85 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitalion District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 906O1-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 insituform- 24/31 Last Refresh Date:03-25-2020 � Project Final Contract Role Project Description 200325 Sub PACIFIC HYDROTECH CORP. I NEWPORT COAST LIFT STA.REHAB JC $491,345.00 Project Manager Bid Date____J-Project Close Date Bibayan,Fariborz D 06-20-2017 04-14-2018 2,078 2,078 0 2,078 2,078 Irvine Ranch Water District Irvine Ranch Water District 15600 Sand Canyon Avenue 15600 Sand Canyon Avenue Orange Orange Irvine CA 92618 Irvine CA 92618 +1 949 4535300 +1 949 4535300 Description-Number Role Project 200326 Prime LOS ANGELES CO.SANIT.DIST. I MONTEREY PARK RELIEF SEWER REH JC $491.854.00 Project Manager Bid Date •" Bibayan,Fadbor[D 08-31-2017 04-27-2018 2,742 2,742 172 333 333 Customer • 3,075 3,075 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 Description Status cont,at value Arnou"I 200327 Sub CHULA VISTA,CA(FY 2013/2014) JOB CIP SW280 JC $606.471.00 no Bibayan,Fariboa 0 07-19-2017 05-07-2018 6,657 6,657 91 6,657 6,657 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 Jr mitu}orm 25/31 Last Refresh Date:03-25-2020 P;ojecl Final Contract Role Project Description S it- Contraci Valie Amount 200328 Prime IRVINE RNCH WfR DIST-2017 I SWR REHAB PROJECT PR 07100 Jc $233.114.50 Project Manager Pl E)— Project Close Date ®� Bibayan,Fariborz D 09-28.2017 02-02-2018 2,015 2015 21 r 11 145 1,145 60 60 Irvine Ranch Water District Irvine Ranch Water District 3,320 3,320 15600 Sand Canyon Avenue 15600 Sand Canyon Avenue Orange Orange Irvine CA 92618 Irvine CA 92618 +1 949 4535300 +1 949 4535300 Job I Project Final Contract NLmbe' Project Descriplion Status Contract Value Amount 200329 Prime CHARLES KING CO.,NEWPORT BEACH EAST LIDO FORCE MAIN REHAB JC $355,000.00 •Dale ®� Bibayan.Fadborz D 07-25-2017 12-08-2018 3B5 385 0 396 396 • 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 DescriptionJOE Job I Project Final Contract Number IRole Project 200330 Prime CHARLES KING CO.-LA COUNTY JOINT OUTFALL B UNIT 6H TRUNK JC $146,977.50 Bibayan,Farib=D 08-24-2017 02-07-2018 168 168 0 416 416 584 584 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 Qk3situform. 26/31 Last Refresh Date:03-25-2020 Project Final C0,111-1 Number. 200331 Prime CYPRESS,CA-PROJECT 200 1 SEWER RELINING PROJECT 200 JC $268,435.00 Project Manager Bid Date Project Close Date ®� Bibayan,Fariborz D 11-01-2017 03-02-2018 3,010 3,010 82 r 526 526 330 330 City of Cypress,CA City of Cypress,CA 3,866 3,866 300 E Chapman Avenue 300 E Chapman Avenue Orange Orange Cypress CA 90630 Cypress CA 90630 +1 714 2296740 +1 714 2296740 JDE Job Number Role I Project Des-plon status _-�nt,act 200333 Prime FLUOR ENTERPRISES,ING-PEBG PG&E DIABLO CANYON-UNIT 2 Jc $829.796.50 Project Manager Bid Date Project Close Date Bibayan,Fariborz D 12•12-2017 03-26-2018 r 95 95 0 95 95 Customer O�ner 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 Job Project Final Contract Number Role Project Description i Status Contract Value Amount 200334 Prime ALHAMBRA,CA-No.N2M17-137 CYPRESS.ESSEXFELLS,VEGA B JC $296.154.00 i Project Manager Bid Date Project Close Date Bibayan,Fariborz D 01-04-2018 06-12-2018 597 597 15 324 324 921 921 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 irmitufarm 27131 Last Refresh Date:03-25-2020 200335 Prime YORBA LINDA WATER DISTRICT 1 2018 SEW.MAIN CIPP,C#J2017-37S JC $166,110.90 P,oject Manager Bid•. Date Padilla,Adrian Miguel 01-31-2018 08-03-2018 2,745 2,745 15 401 401 • 85 85 Voba Linda Water District•Yorba Yorba Linda Water District-Yorba 3 231 3.,^31 Linda Water District Linda Water District 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 Final Contract Role Project Description status Contract Value Amount 200336 Prime BAKERSFIELD CA,CAMPUS PARK CAMPUS PARK AREA SEWER REHAB JC $1,955,378,93 Project Manager Bid Date •" ®® Blbayao..Fariborz D 02-15-2018 07-26-2018 169 169 0 6,813 6.813 • 158 1511 City of Bakersfield,CA City of Bakersfield,CA 7,140 7,140 1501 Truxtun Avenue 1501 Truxtun Avenue Kem Kem Bakersfield CA 93301-5270 Bakersfield CA 93301-5270 +1 661 3263781 +1 661 3263781 Project Final Contract Project Description Status co"twt Val.. Amount 200337 Prime SOUTH BAY CITIES SANIT.D LA CO PLAZA TRUNK SEW.REHAB,CT#5086 JC $737,400.00 Bibayan.Fariborz D 02-01-2018 06-29-2018 1,855 1,855 23 ® 1,514 1,514 • 3,369 3.369 Los Angeles County-Whitter,CA- Los Angeles County-Whilter,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 V1h n ull m. 28131 Last Refresh Date:03-25-2020 � Project Final Contract � ■ Amount 200338 Prime LONG BEACH CA,PRJ.2(SC-0304) SANIT.SEW.REH.PJ.2(SC-0304) JC $412,886.00 Bid Dale Project Close Date Bibayan,Fariborz D 01-18-2018 11•09-2018 8.590 8.590 261 324 324 • 8.914 8.914 Long Beach Water Department Long Beach Water Department 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 M FRol, ■ Contra Final Contract at Value Amount 200339 Prime CO SANI DIST OF LOS ANGELES 16 MONTEREY HILLS TRUNK REHAB JC $53,721.00 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 Whinier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 ProjectDescription �� I IFinal Contract - 200340 Prime LAKE ARROWHEAD COMM.SVCS DIST AQUA FRIAIBLUE JAY SLIP LINING JC $268,199.00 Project Manage' Bid Dale Project Close Date ®® Padilla,Adrian Miguel 04-12-2018 10-19-2018 M 5,306 5.3D6 53 5,306 5,306 customer Oviner Lake Arrowhead Community Services Lake Arrowhead Community Services District District 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 Insitufarm• 29131 Last Refresh Date:03-25-2020 Job Number 1-j-1' Conlrart Value� �� 200341 Prime CO SANI DIST 2 OF LOS ANGELES I OLD SCHOOL RIVER RD.PHASE 2 JC $2,296,468.00 Project Manager I .Date ProjectClos Da Padilla,Adrian Miguel 04-17-2018 12-04-2018 442 100 542 3 2,539 2,539 1,856 1,856 Los Angeles County-Whdter,CA- Los Angeles County-Whifter,CA- 167 167 Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road 4,637 267 5,104 Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Job Final Contract Nun�be, Role P,.I-t Des-pi,- Status Cornract Value �rn.unt 200343 Prime FALLBROOK PUBLIC UTIL.DIS.FY18 SEW.MAINLINE&MH RELINING FY18 JC $259,415.00 Project Manager Bid Date ®� Padilla,Adrian Miguel 06-13-2018 01-16-2019 702 702 11 988 988 1,690 1,690 Fallbrook Public Utility District Fallbrook Public Utility District 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 Description200344 Sub GSE CONST.,BAKERSFIELD,CA WWTP No.2#SC-702-004 JC $303,600.00 Project Manager Bid Date 1 Project Close Date Padilla,Adrian Miguel 09-07-2018 10-15-2018 250 250 0 250 250 Custo,jer Owner GSE Construction-Livermore,CA City of Bakersfield,CA 6850 Preston Ave 1501 Truxtun Avenue Alameda Kem Livermore CA 94551 Bakersfield CA 93301-5270 +1 925 4470292 +1 661 3263781 k1situform. 30/31 Last Refresh Date:03-25-2020 Projec Final Contract Project Description Status Contract Value Amount 200346 Prime POWAY CA,2018-2019,BID#19-007 1 2018-2019 CMP ANNUAL REPAIR JC $237,71 Bibayan,Fadborz D 09-04-2018 0327-2019 247 247 1 76 76 • 703 703 City of Poway,CA City of Poway,CA 189 189 13325 Civic Center Drive 13325 Civic Center Drive San Diego San Diego 1,215 1,215 Poway CA 92064-5755 Poway CA 92064-5755 +1 858 7486600 +1 858 7486600 Number ':Role Project Description Statis --ontlact Value �,moi.mtJob P,ojcl Final 200350 Prime CYPRESS,CA-CDBG PROJECT 218 SEWER REHAB PROJECT 218 JC $103,040.00 Project Manager Bid Date Project Close Date Padilla,Adrian Miguel 02-06-2019 05-17-2019 671 • 671 12 671 671 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 ®RuleProjectDescirplon Project Final Contract 200352 Sub SPIESS CONST.CO.PISMO BEACH ARROYO GRANDE BLUFF SWR PROJEC JC $4.950.00 Project Manager Bid Date Project Close Date ®� Bibayan,Fanborz D 02-14-2019 O5-31-2019 198 198 1 198 198 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 k tuform 31/31 Last Refresh Date:03-25-2020 200353 Prime SOLVANG,CA-MISSION DR.PW118 1 SWR MAIN CROSSING REPAIR PW118 JC 569.994.00 P-olect Manager Bid Dal� Project Close Date Bibayan,Fariborz D 03-05-2019 0&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 ,1805 6885575 +1 805 6885575 a Number iR.I� Project Description Tr.-ll:��1 200359 Prime PACIFIC HYDROTECH CRP,N.TUSKIN PEACOCK RESERVOIR TEMP.TANKS JC ,545,280.00 Bibayan,Fariborz D 02-01-2019 08-09-2019 86 86 0 86 86 Pacific Hydrotech Corporation Pacific Hydrotech Corporation 314 E.3rd.St. 314 E.3rd.St. Riverside Riverside Perris CA 92570 Perris CA 92570 +1 951 9438803 +1 981 9438803 Description 200372 Prime TEMESCAL VALLEY WATER DIST. I TEMESCAL CANYON WATERLINE JC -Contract$90.141.63 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 Q klsituform 13 last Refresh Date:03-25-2020 Contract Qualification Closed Projects ( 2013 - Present ) - Detail Contract Value Flw Project JOE Contract Job Number oul 19077202 $271,524.30 190794 $1,789,468.00 190796 $1,304,800.80 190797 $211,470.00 190798 $104,995.60 190799 $427,321.00 - 190800 $455,467.00 190801 $447,934.00 - 190802 $1,618,265.00 _...__..._. 190803 $1,088,300.00 190804 $5,541,630.00 190806 $409,486.00 190807 $1,702,029.00 190810 $66,450.00 190811 $116,880.00 190813 $344,002.00 190814 $221,805.00 190815 $1.127,963.00 190817 $433,855.00 190818 $198,902.00 190819 $320,300.00 190820 $134,794.00 190823 $162,078.00 190825 $138,060.00 200268 $1,588,971.00 200273 $18,000.00 200274 $503,000.00 200278 $497,983.00 200279 $248,525.00 200280 $30.040.00 200281 $75,560.00 200282 $148,185.00 200283 $799,128.30 200284 $218,458.00 2/3 Qinsituform Last Refresh Date:03-25-202 -JJ265 $683,549.03 200286 $0.00 200287 $748,460.00 200288 $139,922.00 200289 $2.066,379.00 200290 $44,810.00 200291 $95,938.00 200292 $624,622.00 200293 $251,500.00 200294 $2.383.498.00 200295 $348,160.00 200296 $57,750.00 2D0297 $99,800.00 200298 $172,602.00 200299 $252.638.00 200300 $70,430.00 200310 $237,530.30 200311 $133,085.00 200312 $3,504,400.00 200314 $360,910.00 200315 $352,821.00 200316 $84,387.00 200317 $31,500.00 200318 $75,161.00 200319 $115.571.00 200320 $190,482.00 200321 $647,211.00 200322 $90,675.00 200323 $40,573.00 200324 $624,619.03 200325 $491,345.00 200326 $491,854,00 200327 $606,471.00 200328 $233,114.50 2D0329 $355,000.00 200330 $146,977.50 200331 $268.435.00 200333 $829,796.50 (9)k3SitUfiwM- 3/3 Last Refresh Date:03-25-2020 Final Project JIDE Contract Contract Job Number Value Amount 200334 $296,154.00 200335 $166,110.90 200336 $1,955,378.93 200337 $737,400.00 200338 $412,886.00 200339 $53,721.00 200340 $268,199.00 200341 $2,296,468.00 200343 $259,415.00 200344 $303,600.00 200346 $237,784.00 200350 $103,040.00 200352 $4,950.00 200353 $69,994.00 200359 $45,280.00 200372 $90.141.63 $48,018,129.32 Supplemental Critical Staff Information SIP%. i �4 1 Awl W • /nsituform 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. /nsituformk Technologies. 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 03/98 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"CIPP Sewer A 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 • Hazwopper 40 • Haz Communication Person • NASSCO CIPP • Boiler Operator • Confined Space Entry • Respiratory Safety • Forklift City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH MARCH 26, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of April 7, 2020 with the new bid due date of May 5, 2020.The bid due time of 2:00 PM and location of City Clerk's Office (2"d Floor, City Hall)remain the same. For Sheet All,the bid opening location will remain the same. This is to acknowledge receipt and review of Addendum Number One, dated March 26, 2020 Insituform Technologies, LLC Company Name By March 26, 2020 Whittney Schulte, Co tracting &Attesting Officer Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH APRIL 8, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of May 5, 2020 with the new bid due date of April 28, 2020. Due to the COVID-19 pandemic, bids hand delivered,will only be accepted between the hours of 1:00 PM and 2:00 PM,immediately outside of the Civic Center entrance,on the day of bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids to allow for additional bid processing and acceptance times due to the safety measures described above. This is to acknowledge receipt and review of Addendum Number Two, dated April 8, 2020 Insiruform Technologies LLC 4 Company Name By April 8, 2020 Date Whittney Schulte, Contracting &Attesting Officer All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. =. Docu meet A31 OTM T"" - 2010 Bid Bond CONTRACTOR: SURETY: This document has important (Name,legal status and address) (Name,legal status and principal place of business) legal consequences. INSITUFORM TECHNOLOGIES,LLC Travelers Casualty And Surety Company Of Consultation with an 17988 Edison Avenue America attorney is encouraged with Chesterfield,MO 63005 One Tower Square respect to its completion or Hartford,CT 06183 modification. Any singular reference to OWNER: Mail Notices To: Contractor,Surety,Owner, (Name,legal status and address) Travelers or other party shall be City Of Huntington Beach Attn:Surety Claim Dept. considered plural where 2000 Main Street One Tower Square 2S1A applicable. Huntington Beach,CA 92648 Hartford,CT 06183 BOND AMOUNT: Ten Percent of the Amount Bid-------•-----•---dollars($10%of Amount Bid) PROJECT:FY 2019/20 Sewer Lining Project;CC No.1599 (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(I)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 famished 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. Signed and sealed this 7th day of April,2020. INSIT FORS ECHN LOGIES LLC V Lw (Print / (Sea/) (witness) (Title) fijk Travelers Casuaity Ind Suretv Company Of America (Surety) J (Sea!) (Witness)A cC "y,Witness ✓ _ (Title)Andrew P A ome,Attorney-In-Fact Init AU Document A330T"—2010.Copyright @1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING:This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document. or any portion of it; may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. 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,coovriaht@aia.org. 061110 CALIFORNIA ALL-PURPOSE !� CERTIFICATE OF ACKNOWLEDGMENT � Missouri f State of C21iferni2 I County of St.Loris 4 On April 7,2020 before me, Andrea McCarthy,Notary Public ft (Here insert name and title of the officer) personally appeared Andrew P.Thome,Attorney-in-Fact who proved to me on the basis of satisfactory evidence to be the person(s) whose narne(s) is/are Subscribed to i 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 tinder the laws of the State of California that the foregoing paragraph is true and correct. ANDRF_.4 Pr�C[:i�f,TliY — NOTARY PUNLIC: 1,�':)TARY SEAL WITNES_ hand nd official seal. STATIC:of 1���soURI COMMISSIONLD F( I-, i LOUIS COUNTY MY COMMISSION EXPIHI-S JUL.30,2023 (Notan ID#15636518 Signatur ofNota u is Andrea McCarthy,Notary Public I , ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknouvledgnueni completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a Bid Bond document is to be recorded outside of California.fit such instances, anv alternative ( (Title or description of attached document) acknowledgment verbiage as m n ay be printed o such a document so long as the verbiage does nor require the noton-to do something that is illegal for a notary to California (i.e. certifying the atahoriced capacity of the signer). Please check the (Title or description of attached document continued) document carefully for proper-notarial wording and attach this./brm if required. 1 April 7, Number of Pa-es Document Date2020 • State and County information must be the State and Count),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 li Travelers Casualty and Surety Company of America must also be the same 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 title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. f CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural fors by crossing off incorrect forms(i.e. {If El Individual(s) he/shek#tey-is/are)or circling the correct fors.Failure to correctly indicate this information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. I Impression must not cover text or lines. If seal impression smudges,re-seal if a I (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. Ig Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. I ❑ 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(i.e.CEO,CFO.Secretary). • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 wHw.NotaryC lasses.com State of Missouri County of St. Louis On 4/07/2020, 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 ce ificate above. An rea c hy,Notary Public ANDREA MCCARTHY NOTARY PUBLIC-NOTARY SEAL STAT[ OF MISSOURI COMMISS1014 l))C)R 51 LOUIS COUNTY MY COMMISS'l,N EX"IkES JUL.30,2023 ID #15636518 My Commission Expires: 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-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 theircorporate seals to be hereto affixed,this 3rd day of February, 2017. 40a'-ft". Vp�`Y Af�Q p7Ln// 11ARTFGR'J, CXIU= COtl u I VA` � sa b! M1a1 ��s State of Connecticut City of Hartford ss. Robert L.Raney,Sefrl'or Vice President On this the 3rd day of February,2017,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company,and St. Paul Fire and Marine Insurance Company,and that he,as such,being authorized so to do,executed 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 hereunto set my hand and official seal. p T!t My Commission expires the 30th day of June,2021 Marie C.Tetreault,Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company, and St.Paul Fire and Marine Insurance Company,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 Attorneys-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. 1, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company,and St. Paul Fire and Marine Insurance Company, 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 this 7 day of April 2020 E�G`G sy A^ Kevin E. Hughes,A-s-s&a'nntt Secretary To To verify the aad enticity of this Power ofAl ttorney,please call us at 1-800-421-3880. Please refer to the above-maned Attorney-in-Fact and the details of the bond to which the power is attached. CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State ofConWfiU Missouri County of St. Louis On A tp�1 ���U,Z(j before me, Ursula J. Youngblood,Notary Public ere insert name and title of the officer) personally appeared Whittney Schulte, Contracting&Attesting Officer r who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/axe subscribed to the within instrument and acknowledged to me that she/thy executed the same inAbs/her/tk& authorized capacity(ies),and that by)his/her/tl ;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. _ URSULA J.YOUNGBLOOD APublic-WITNESS my hand and official seal. Not TE OF M SSOURI al St.Charles County l'n 1- o wu My Commission Expires: Oct.4,2023 Signs nary ub K°tan'Sc4ommission#11418291 ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM DESCRIPTION OF THE ATTACHED DOCUMENT Any acknowledgment completed in California must contain verbiage exactly ar appears above in the notary section or a separate acbrowledgment form mart be properly completed and attached to that document. 77re only exception is if a document is to be recorded outside afCalifornia.bt such instanter.any alternative (Title or description of attached document) acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require die notary to do something that is illegal far a notary in California(i.e.certifying the authorized capaciry of the signer).Please check the (Title or description of attached document continued) document carefully for proper notarial warding and attach this form ifrequired Number of Pages Document Date • Slate 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 sigaer(s)personally appeared (Additional information) which 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 commission followed by a comma and then your title(notary public). • Print the names)of document signers)who personally appear at the time of CAPACITY CLAIMED BY THE SIGNER notarization. • Indicate the correct singular or plural forms by crossing off incorccl forms(i.e. Individual(s) he/shehhey;is/we)or circling the correct forms,Failure to correctly indicate this 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 sufficient area permits,otherwise complete a different acknowledgment form. (Title) • Signature of the notary public must match the signature on file with the office of Partner(s) the county clerk Attorney-in-Fact S Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Trustee(s) Indicate title or type of attached document,number of pages end date. Other 0 Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary), • Securely attacb this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClauses.com S-4067/GE 9/09 KDP 4 i vF Y y a P J ,r K n ;. . IG W` q _/ ■A O @' CD O a N 14 M N a t� C.) .% N (� Go ' W x d' • w O co Q (1 r w w Q yr L L CDm J C.)V O o _ 3 W U Ift 00 zWxLLj wm 5 LL Z O Z .' lL _j U O N 20 lL Z F— -- l®] m U O U O uj p H W LL �U Z ra W W pO z U O fn N S J Z o o pz 0 o m .. x U --o Z m O VW 0 d Z F 0 - d J a ` 0 F a, T LL ¥ (A o0 00 W — y m t' J Q U R W ` ` J LL p C f a p w — F— Z O v m cici ? aaa ' City of Huntington Beach - 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov FEe 1j•j909 °,. Office of the City Clerk Robin Estanislau, City Clerk August 12, 2020 Nu Line Technologies, LLC 102 Second Street, Suite B Encinitas, CA 92024 RE: FY 2019/20 Sewer Lining Project- CC No. 1599 Enclosed please find your original bid bond for CC-1599. Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of FY 2019/20 SEWER LINING PROJECT CC No. 1599 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed 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 45 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 re-advertise 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 81 d &Qr4 in the amount of /0 / - which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for/0% ", 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 -2-6 -2a 2 y- $- 20 C-2 SECTION C PROJECT BID SCHEDULE A FY 19/20 SEWER LINING PROJECT CC 1599 BID ITEMS Item Description Quantity Unit Unit Cost Total Cost No. (Extension) 1 Mobilization 1 LS $6,000•0 $ 15,Oa7.O 2 Install& Maintain Construction BMP's 1 LS $1,1049 $ 2,1p yq•00 Construction Traffic Control (Note: Contractor to submit Traffic 3 Control Plan to Caltrans for lining work on Cypress Dr. in RD 272) 1 LS $3,500 $ 3,Soo •d0 Preliminary cleaning and video inspection of 8" sewer main 4 (Note: calcium deposits and tree roots previously 95% removed by City staff in the last year) 23,775 LF $ t •20 $2-$,530•DC Preliminary cleaning and video inspection of 15" sewer main 5 (Note: calcium deposits and tree roots previously 95% •80 removed by City staff in the last year) 2,170 LF $ $ 3,cI0b 00 6 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 8" sewer main 23,775 LF $ 25.Ob $ -f �3,5 7 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 15" sewer main 2,170 LF $ (0 2• -00 $ 1 �h .54 G• 0 8 Grind and re-open sewer service lateral 660 EA $ 30.Oo $ tq ,fto •G 9 Manhole Rehabilitation (Depth 6'-7') 106 EA $ I14-ck'0 $ 15 3,_1 00-G 10 Calcium or root removal in 8" sewer main (Allowance) 1160 LF $ 2 .50 $ 2: 00. 0 11 Calcium or root removal in 15" sewer main (Allowance) 110 LF $ 10. 00 $ 1, 00 -00 TOTAL BID AMOUNT (BASIS OF AWARD) - SCHEDULE A $ 9 (00, OOC) ,O TOTAL BID AMOUNT IN WORDS: Nine Nnd red s tw 1-bmund 01 nd z-ro c.ernfis • 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 Nu*knc toatA 88by�o I DOOM-195 I53,7eu• �'G1 t,�,n�rv� comPu� �"33 •f s6 113 wad%son INve ODkO nnurr��,�a cn 111$67- 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 tate of California that the foregoing is true and correct and that this declaration is executed on`P 2.9 at . i'IGI n 1 tGS , Da e City State 00MJjJ G 13U I kCA , being first duly sworn, deposes and ys that&r she is 1�6�1'+' yr of lne t YIO/ party making the foregoing bid that the bid is not made in the interest of,or on the beh if 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. Iy ia'a, PLC. Name of Bidder Signature of Bidd FYI o .r C!4 9L0 z�/ Address of Bidder C-4 { I+il Itil CALIFORNIA 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 } On ?� before me, Arthur P.Arqufllla,Notary Public i. Here insert name and title the officer personally appeared who proved to me on the asis of satisfactory evidence to be the person(s) whose name( re subscribed to the within instrument and acknowledged to me that executed the same in his/h r/their authorized capacity(ies), and that by his/ r/their signature(s) on the lnst meat the person(s), or the entity upon behalf of l which the person(s) acted, executed the instrument. !' i I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. t4 ARTHUR P. ARQUILLA WITH tl my hand and official seal. DokWISSIONNO 2225407 P J NOTARY PUBLIC CALIFORNIA y / SIO DISCO COUNTY COMMISSION EXPIRES JAN 7,2022 Not Public Signatur (Notary Public Seal) P INSTRUCTIONS FOR COMPLETING THIS FORM i" ADDITIONAL PTIQI�AL INF®H?II/Ist1,Tl�3�! This form complies with current California statutes regarding notary wording and, `I if needed,should be completed and attached to the document.Acknowledgments `�.. DESCRIPTION OF THE ATTACHED DOCUMENT I, 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 F law. (Title 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 I Number of Pages Document Date commission followed by a comma and then your title(notary public). • Print the name(s) of document signers) 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. he/she/they;-is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual (s) information may lead to rejection ofdocument recording. ❑ Corporate Officer a 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 j (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s)(Title) . Signature of the notary public must match the signature on file with the office of the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not 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 I corporate officer,indicate the title(i.e.CEO,CFO,Secretary). `arsir,„, v:,w.;LctarrCia s=-.cc t 800-873-98"c + Securely attach this document to the signed document with a staple. 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 FY2019/20 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. Wh Iae, T-echm r Gas c Contractor Z" By D01'Y)I*01*L BGtyl par r Title Date: Z L0 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 W 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. NUI i ne i 1°�hno�yat�S . LLC Contractor By DorniriC 7f"Iclh Title Date: Li - 28 - 2-0 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: %Alim �e�hn�lou►�s.��� Bidder o?- 3eCLgd Sft?--f uqu) 6. Business Address Encl n if,14S Cf� 9' 0 City, State Zip 11 o > 6311 -5/55 Fduraz4) Al z# 6" Telephone Number Email Address 9975 ZO Gf1tfS /f State Contractor's License No. and Class 312 6 I 2-jr3 14 Original D e Issued ld 3 ! ZO Expiration Date The work site was inspected by llof our office on Z' ZU , 20$0. The following are persons, firms and corporations having a principal interest in this proposal: JLAI(t aUrftJ1 saIymor mulho 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. N�li�e -e n LLC Company Name Signature of Bidder D i r Printed or Typed Signatur C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this_day of , 201_ 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 ) County of ) 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. WITNESS my hand and official seal. Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 { I' CALIFORNIA 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 } On Z-0 before me, Artbur P.Arquffla,NoL-ry Public _ Here sert name and e o the o icer personally appeared d �6�'N 1 ✓11 � who proved to me on the basis of satisfactory evidence to be the person(s) whose Feme re subscribed to the within instrument and acknowledged to me that ls (sIshe/they executed the same iti his/hei/their authorized capacity(ies), and that by his/her/their signature(s) on the in�ment 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 I the foregoing paragraph is true and correct. WIT S my han and official seal. ARTHUR P. ARQUILLA COMMISSION NO 2225407 Q NOTARY PUBLIC.CALIFORNIA �+ SAN DIEGO COUNTY S COMMISSION EXPIRES JAN 7,2022 Notary Public Signa e (Notary Public Seal) AD®IT!®NA TIONAL 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.Acknowledgments 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. (Title 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. I he/she/they,is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual (s) information may lead to rejection ofdocument recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover test or lines. If seal impression smudges, re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of ❑ Partner(S) the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not 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 f corporate officer,indicate the title(i.e.CEO,CFO,Secretary). 211 ;v v.';star Classes.co;n 8CG-$73-�$6� Securely attach this document to the signed document with a staple. Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of {Describe specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,000 of 8-inch and greater in public right-of-way. Sanitary sewer lift stations of similar size, project work within public streets,an area containing high ground water and pipeline construction in high ground water regions with trench depths of 8-feet to the invert."}. 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. See, e-i— —GI,GY�, A 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 NU LINE TechnclWies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR O 2014 Wing Ave Flood Control 7FIatiron/City of EI Cajon Clean/CCTV&CIPP lining of 159 LF of 18-inch &24- 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 014 sewer. Point Repairs, Manhole Rehabilitation,425 San Diego, CA 92101 $ 2,465,095.10 Completion n Top Hats(SLC's) and 425 Lateral Launch Video,425 Maryam Liaghat(619) 533-5192 3/19/2015 4-inch CIPP Lateral Installation. 2014 Sewer Rehabilitation Proiect No.9 Los Angeles Dept. of Public CIPP lining of 9,166 LF of 8" & 10" diameter sanitary Works Start 9/2/2014 sewer. Clean &CCTV, Bypass Pumping 900 South Fremont Ave $ 232,000.00 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 11/21/2014 sanitary sewer. Point Repairs, Manhole San Diego, CA 92101 $ 513,000.00 n e ompltio Rehabilitation,44 Service Lateral Connections and Jericho Gallardo (619) 533-7523 Completion 015 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 014 sanitary sewer&Storm Drain. Point Repairs, Solana Beach, CA 92075 $455,414.50 Completion n Manhole Rehabilitation, Taryn Kjolsing (858)720-2470 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 908A Start 12/1/2014 Sewer Main Replacement. Point Repairs, Manhole San Diego, CA 92101 $ 513,000.00 Completion Rehabilitation, Service Lateral Connections, Bypass Bijan Shakiba, (619) 533-5191 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. ologies Nu-Line Techn , 4 NU LINE 102 Second Street Suite 6 ae ; emrobS's.L'� t i ✓- L,5'R 3 � .. �, . €;�i.. Encinitas,CA 92024 t www.nulinetech.ne x, . NU LINE Techndagies.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 Completion Repairs, Manhole Rehabilitation, 5 (SLC's), Bypass San Diego, CA 92101 $ 29,975.00 2/17/2015 Pumping. Bijan Shakiba (619)533-5191 City of San Diego Skylark Canyon Rehabilitation Weir Construction Corporation Start CIPP lining of 1,417 LF of 8-inch sanitary sewer. 2255 Barham Drive 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 015 storm Drain. Bypass Pumping/Dewatering. Newport Beach, CA 92660 $ 297,208.80 Completion n Peter Tauscher(949) 644-3309 4/8/2015 Sewer Capital Improvements Project-Lemon Grove City of Lemon Grove Start CIPP Lining of 3,480 LF of 6-Inch and 8-Inch sanitary 3232 Main Street 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 Bataquitos Force Main (Bi/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 Pro-gram CIP. 15701 City of San Juan Capistrano Start CIPP Lining of 7,702 LF of 6-Inch, 8-Inch, 21-inch and 32400 Paseo Adelanto $ 1,385,061.00 8/17/2015 36-Inch sanitary Sewer and storm drain, manhole San Juan Capistrano CA,92675 Completion installations, cleanout installations, bypass pumping. Mike Marquis(949)443-6326 12/28/2015 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 7/9/2015 Ed M. Cartas (585) 614-4564 $ 281,411.00 Completion 7/17/2015 Nu-Line Technologies LLC., NU LINE 102 Second Street Surte'B �� �7 Encinitas,CA 92024 www.nulinetech.net., NU LINE Technologies.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, Completion bypass pumping. Clean &CCTV, 14 Top Hats San Diego, CA 92123 $ 70,159.00 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, Completion Installation, Manhole Rehabilitation Oceanside, CA 92054 $ 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 sanitary sewer. Sectional Lining Carlsbad, CA 92009 $ 137,987.00 7/9/2015n Compl etion Robin Morishita (760) 753-0155 do 9/16/2015 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 Completion 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 n e ompltio Sewer and bypass pumping. Tim Bazinet(626)458-4951 Completion 016 Industry Rd Sewer @ 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 $ 136,127.00 Awaiting NTP (619) 702-4002 CULVERT REPAIR AND REPLACEMENT FISCAL YEAR Tri-Group Construction 2014-15 9580 Black Mountain Rd Ste. L Start 015 CIPP/SPR Lining of 499LF of 18-Inch to 42-Inch storm San Diego, CA 92126 $ 159,239.00 Completion n drain culvert. Hani Assi (858) 583-1846 11/30/2015 Huntington Beach FY 201415 Sewer Lining Proiect City of Huntington Beach CIPP Lining of 11,189 LF of 8-Inch sanitary Sewer and 2000 Main Street, 1st Floor Start 3 bypass pumping. Huntington Beach,CA 92648 $ 250,000.00 Completion on Jose Fuentes (714) 536-5431 4/14/2016 Nu-Line Technologies 'LLC. NU LINE 102 Second Street Suite Bti � Encinitas,CA92024 �1; t` '' ' 4. www.nulinetech.nets NU LINE Technologies,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of Encinitas Encinitas 2014-2015 Annual Storm Drain 505 S.Vulcan Start 10/5/2015 Rehabilitation Encinitas, CA 92024 $ 558,399.00 Completion CIPP Lining of 2,322LF of 12-Inch to 36-Inch storm Kipp Heffner(760) 633-2775 3/30/2016 drain culvert. Sewer and AC Water Group 840 City of San Diego Final main video of 2,098 LF, 8-Inch sewer 9485 Aero Drive, Completion San Diego, CA 92123 $ 3,147.00 9/21/2015 Avram Yu (858) 573-5084 Sewer Group 798 City of San Diego Clean &Video,SPR/CIPP Lining of 11,894LF of 8-Inch 9485 Aero Drive, Start 015 sanitary sewer, 164 Service Lateral Connections San Diego, CA 92123 $ 410,114.30 Completion Avram Yu (858) 573-5084 Completion 2/10/2016 2015 Sewer Repair Project-Rossmoor/Los Vasilj Inc. Alamitos 15531 Arrow Hwy, Start 16 Clean &Video, CIPP Lining 2,545 LF of 8-Inch, Point Irwindale, CA 91706 $ 123,124.00 Completion repairs,Top Hats John Gavigan (626)480-1442 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 Completion Connections, Bypass Pumping Robin Morishita (760) 753-0155 Completion 015 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, Start 3/3/2016 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 1/4/2016n Compl etion Sectional Repairs, Invert Grouting of storm drains Kalani Camacho (619) 921-2922 do 4/21/2016 prior to rehabilitation. Storm Drain Lining 2014-15; Protect 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 2/22/2016 $ 117,973.00 Completion drains, Sectional Repairs, Invert Grouting of storm Vince Oseguera (714) 738-6845 do 4/25/2016 drains prior to rehabilitation. Nu-Line Technologies, LLC:; 60 U LINE 102 Second Street_ Suite B Te h-bq-LLC .y S Encinitas,CA 92024 � ���� � � •.� �', www.nulinetech.net-. �" NU LINE Technologies.11C 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 4/29/2016 Easement access installation of 100 LF of 36-Inch Del Mar, CA 92014 $ 32,000.00 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 Trumble Road, Start Clean &CCTV, Rehabilitate 413 LF of 12-Inch Perris, CA 92572-8300 $ 22,715.00 2 Coompletimpleti 6 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. Start Clean &CCTV, Rehabilitate 7,147 LF of 8-Inch, 10- 2841 Gardena Ave, 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 12/30/2015Completion 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 16 Easement access installation of 627 LF of 8-Inch Escondido, Ca 92029 $ 30,347.50 Completion sanitary sewer, Post Video Allan Weir(760) 743-6776 3/9/2016 La Costa Golf Course Leucadia Wastewater Division Clean &CCTV 360 LF of 10-Inch sanitary sewer, 1960 La Costa Avenue, Start Easement access installation of 360 LF of 10-Inch Carlsbad, CA 92009 $ 18,720.00 11/20/2015 Completion sanitary sewer, Post Video Robin Morishita (760) 753-0155 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 3/22/2016 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, Start 16 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 Nu-Line Technologies LLC:` � x ayf q'W NU LINE 102 Second-Street Suite B IMF Encinitas,CA 92024 www.nulinetech.net 9' i � t NU LINE Technologies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR SPR Lining of 36-Inch Storm Drain SKANSKA, Inc. Start Clean &CCTV 140 LF of 36-Inch Storm Drain under 5196 Governor Drive, 016 805 Freeway Southbound Lane, Post Video San Diego,California 92122 $ 85,089.00 Completion n 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 4/7/2016 sanitary sewer, reinstate 459 House connections, 900 South Fremont Ave $476,649.00 Completion 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 Completion n 10", 12" and 14-Inch sanitary sewer and installation Buddy Aquino (760) 634-2822 3/21/2017 Top Hats LACDPW CRR.436 Los Angeles Dept. of Public Start CIPP lining of 598 LF of 18", 36" and 60-Inch Works 5/27/2016 diameter storm drain, Clean &CCTV, Spot Repairs, 900 South Fremont Ave $ 297,203.50 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 4/14/2016Complompletion Pumping. Alex Thomas(714) 701-3115 016 SSRP P08 Daly Street&Avenue 26 Vasilj Inc. Clean &CCTV, Rehabilitate 5,405 LF of 8-Inch 15531 Arrow Hwy, Start 12/12/2016 Sanitary Sewer, Reinstate 163 Lateral Connections, Irwindale, CA 91706 $ 258,160.00 Completion Bypass Pumping, Post Video John Gavigan (626)480-1442 1/31/2018 City of Los Angeles ESRP#SWCO3077-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 n tio omple Pumping, Post Video John Gavigan (626)480-1442 Completion io 16 City of Los Angeles ESRP#SW02905-Avondale Williams Pipeline Contractors, Clean &CCTV, Rehabilitate 134 LF of 8-Inch Sanitary PO Box 1120 Start 016 Sewer, Reinstate Lateral Connections, Bypass Somis, CA 93066 $ 8,710.00 Completion n Pumping, Post Video John Williams (805) 207-0148 5/17/2016 Nu-Line Technologies, LLC: $ P NU LINE 102 Second Street'Suite B Encinitas,CA 92024' www.nulinetech.net ` 4 ��j NU LINE Technologies,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 Repairs. Aidan 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 7/28/2016Completion Repairs. Robin Morishita (760) 753-0155 12/15/2016 Caltrans No.08-OJ8104 Dreambuilder Clean &CCTV, SPR Start &CIPP Lining of 1,160 LF of 18", 1324 E. Lawson Ln, 1/Start 24 , 30", 36 and 42-Inch Storm Drain, Pipe Repairs, Placentia, CA 92870 $ 311,540.00 9/2017 Completion Post Video Anu Singh (714) 646-3697 3/3/2017 HillTop Area Sewer Lining Project City of Redding Clean &CCTV, CIPP Lining of 12,956 LF 6", 8", 10" & 12- 777 Cypress Avenue, Start 7/5/2016 Inch sanitary sewer,Traffic Control, Bypass Pumping, Redding, CA 96001 $ 519,330.00 Completion Point Repairs. Darren Langfield (530) 225-4469 9/30/2016 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 18 sanitary sewer,Traffic Control, Bypass Pumping, Point San Diego, CA 92101 $ 27,864.75 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 3/15/2017 Traffic Control, Bypass Pumping, Point Repairs. Wildomar, CA 92595 $ 13,164.00 Completion David Spindler(951) 245-5537 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 Completion n Jaclyn Smith, (858) 505-6367 7/12/2016 City of LA ESR 69th &Vermont Vasilj Inc. Clean &CCTV, CIPP Lining of 8-Inch sanitary sewer, 15531 Arrow Hwy, Start 5/18/2016 Traffic Control, Bypass Pumping, Point Repairs. Irwindale, CA 91706 $ 13,777.50 Completion John Gavigan (626)480-1442 5/19/2016 Al 211771 Nu-Line Technologies, LLC. 5 NU LINE 102 Secorid Street Suite B Encinitas,CA 92024 www.nulinetech.net NU LINE Technologies,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 3/15/2017 Traffic Control, Bypass Pumping, Point Repairs. Fresno CA, 93721 $ 75,255.00 Completion Mike Brown (559) 621-1332 6/5/2017 Pacific Beach Pipeline South TC Construction Start Video Inspecting 9,000 LF of Pipelines and Culverts for 10540 Prospect Avenue 17 Acceptance. Santee, CA 92071 $41,207.00 Completion Elan Schier(619) 820-7811 TBD 6-Inch CIPP Lininiz 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 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 L1 11/29/2016 CitV of El Monte—Sewer Lining Project City of El Monte Clean &CCTV, CIPP Lining of 8-Inch and 15-Inch 11333 Valley Blvd Start 016 sanitary sewer,Traffic Control, Bypass Pumping, Point El Monte CA 91732 $ 163,098.00 Completion n Repairs. Richard Ruyle (626) 808-1909 11/23/2016 Ross Valley Sanitation Ranger Pipelines Start Clean &CCTV, CIPP Lining of 22,202 LF of 6-Inch and 8- 1790 Yosemite Ave. 6/12/2017 Inch sanitary sewer,Traffic Control, Bypass Pumping, San Francisco,CA 94124 $ 864,999.50 Completion Point Repairs. Tom Grover(415) 822-3700 5/1/2018 Via De La Valle bridge in Del Mar,CA PAL General Engineering Start 10675 Treena Street,Ste. 103 Clean &CCTV, CIPP Lining of 10-Inch Ductile Iron Pipe, 10/26/2016 Traffic Control San Diego, CA 92131 $ 24,235.50 Completion Diana Hsu (858) 860-5300 10/26/2016 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. NU LINE 102 Second Street Suite B G ' �i.+!ckS:es,Li t 4 t-,J` Aye £ R.' 'f ..�,.' !.. Encinitas,CA 92024 " � S www.nulinetech.net.,,'," � " NU LINE Techncicgies,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 n e ompltio Control, Bypass Pumping, Point Repairs. David Walsh (559) 347-9188 Completion 018 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 Completion and 15-Inch sanitary sewer,Traffic Control, Bypass Kevin Prescott(619)444-2366 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 1R) 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 016 drain, clearing and grubbing,Traffic Control, Concrete Encinitas, CA 92024 $ 49,000.00 Completion Completion Headwall, Invert Paving Repairs. Kipp Hefner(760) 633-2775 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 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 on ompleti sewer, lateral reinstatement. Jeff Nelson (559)439-1756 Completion 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 12/12/2016 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. Start St 6950 Preston Avenue 4/5/2017 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 .�" Nu-Line Technologies, LLC. ; a ; NU LINE 102 Second Street Suite B �7'ecnrolagieS LLC ro° } jL ; t. Encinitas,CA 92024 www.nulinetech.net - NU LINE Technologies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Yorba Linda Water District 8in 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 Completion Bill Estrada (909) 721-0362 11/16/2016 City of Bell -Sewer Modernization Project Tunnelworks Services Inc. Clean &CCTV, CIPP Lining of 4,839LF of 8-Inch sanitary 13502-H Whittier Blvd. Ste. 165 Start 2/14/2017 sewer, lateral reinstatement. Whittier,CA 90605 $ 142,862.75 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 Start 12/15/2016 sewer, lateral reinstatement. Albuquerque New Mexico 87105 $ 168,440.00 Completion Mike Rocco (505) 242-4848 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 (R) 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 2/7/2017 $ 2,169.11 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 $ 7,385.00 3/10/2017 n e ompltio Diane Dalton (714)701-3115 Completion 017 Sunset Lane Easement 8-Inch Linine 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 Completion 2/27/2017 Sierra Madre Rehab Project 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 Completion Chris Cimino (626) 335-6615 6/23/2017 w- Nu-Line Technologies' LLC., �' � m j NU LINE 102 Second Street Suite B `$ }} haloG2S LC E IX +ty t4 NNW T'i'�f� .. k Y. Encinitas,CA 92024 .. � www.nulinetech.net_ NU LINE Technclogiee.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 3/9/2017 sewer, Bypass Pumping. Arcadia, CA 91006 $ 12,950.00 Completion Michael Grbavac(626) 355-1350 3/9/2017 North Long 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 10/2/2017 12-inch sanitary sewer, Bypass Pumping,Traffic Long Beach, CA 90807 $ 529,504.35 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 L1 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 017 inch and 24-Inch storm drain, Point Repairs,Traffic Manhattan Beach, CA 90266 $ 113,650.00 Completion n Control, Bob Collins(310) 545-5015 11/6/2017 La Mesa 24-Inch Storm Drain Wayne Pointer CCTV Inspection 24-Inch storm drain 4740 Alta Rica Drive Start 3 La Mesa, CA 91941 $ 660.00 Com/pletipleb 6 Completion (619) 818-1116 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 4 sanitary sewer,Traffic Control, Encinitas, CA 92024 $ 55,710.00 Coompletimpleti 7 Completion Buddy Aquino (760) 634-2822 11/3/2018 Imperial Beach—Sewer Pump Station 4&6 NEWest Construction Rehabilitation 9235 Trade Pl. Suite A, Start Clean &CCTV 1281-F, CIPP Lining of 128 LF of 8- San Diego, CA 92126 $ 14,164.00 4/7/2017 n e ompltio Inch sanitary sewer, Bypass Pumping,Traffic Corey Jennette (858)436-4880 Completion Control, 017 Goleta West Sanitary District Project#16-04 Goleta West Sanitary District Clean &CCTV 5,882 LF,SPR&CIPP Lining of PO Box 4 Start 017 5,882 LF of 6", 8", 10", 12" 15" & 18-Inch Goleta, CA 93116 $ 566,502.00 Completion n sanitary sewer, Bypass Pumping,Traffic Control, Mark Nation (805) 968-2617 12/8/2017 Manhole Rehabilitation at various locations. * •, '�" 4� arm ��''k a � �' �� - O R• . � 1�v� Nu-Line Technologies, LLC. NU LINE 102 Second Street Suite B r. xn Ug—LLc a r ,a Encinitas,CA 92024 X� www.nulinetech:net :�' NU LINE Technologies,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR CalTrans No. 07-3W1104 Place Pipeliner& Jabra Contracting Repair Culverts 1813 Manzanita Lane, Start 017 Clean &CCTV, CIPP Lining of 1,400 LF of 18-Inch, Manhattan Beach, CA 90266 $ 236,767.50 Completion n 24-inch and 39-Inch storm drain in various Bob Collins (310) 545-5015 9/29/2017 locations of San Fernando CA San Diego Sewer Group 818 Dick Miller Clean &CCTV 133LF, CIPP Lining of 133LF of 6-Inch Jean Grace Start 6 sanitary sewer,Top Hats, Bypass Pumping,Traffic (760)471-6842 ext 13 $ 18,569.75 Coompletimpleti 8 Completion Control, 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 u 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 6/1/2017 $4,000.00 Completion Sean Diaz(619) 961-2812 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 7/23/2017Completion 7/26/2017 frl�-Nu-Line Technologies LLC NU LINE 102 Second'Streef'Bite B . r . Encinitas,CA 92024 s 44 'f # www.nulinetecKnet r NU LINE Technologies.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-Proiect 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 Completion Bypass Pumping,Traffic Control, Point Repairs at Fred Kheradvar Compl 018 various locations. (626)458-4973 Office 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 $ 522 7/31/2018 6", 8", 10"and 12" and 21-Inch sanitary sewer, Steve Martinez (559) 284-3236 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 Proiect 135 S. State College Blvd, Start Clean &CCTV 6,035 LF, CIPP Lining of 6,035LF of Brea CA 92821 11/15/2017 6"and 8-Inch sanitary sewer,Top Hats, Bypass Jesse Flores (714) 578-9600 $ 335,935.00 Completion Pumping,Traffic Control, Manhole I1 3/31/19 Rehabilitation Point Repairs at various locations. Sewer System Repair Proiect-Montclair CA Vasilj Inc. Clean &CCTV 766 LF, CIPP Lining of 766 LF of 8- 15531 Arrow Hwy, Start 9/18/2017 Inch sanitary sewer, Bypass Pumping,Traffic Irwindale, CA 91706 $ 31,980.50 Completion Control at various locations. John Gavigan (626)480-1442 10/9/2017 Sewer and AC Water Group 764A KTA Construction Start Clean &CCTV 7,791 LF, CIPP Lining of 617 LF of 821 Tavern�Rcl. 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 018 Clean &CCTV 390 LF, CIPP Lining of 390 LF of 6- Signal Hill, CA 90755 $ 36,864.00 Completion n Inch sanitary sewer,Top Hats, Bypass Pumping, Scott King(562)426-2974 3/31/2018 Traffic Control at various locations. Nu-Line Technologies, LLC. ( NU LINE 102 Second Street Suite B Encinitas,CA 92024 4. * z www.nulinetech.net �l NU LINE Technologies,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer Rehabilitation Proiect 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 017 8" and 10-Inch sanitary sewer,Top Hats, Bypass Santa Ana, CA 92707 $ 861,970.00 Completion Completion Pumping, Point Repairs and Traffic Control at Kieler Smith (949) 330-4172 9/22/2018 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 11/10/2017 $ 318,244.00 Completion 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 12/11/2017 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 P15S004 Burtech Pipeline Inc. Clean &CCTV 69 LF, CIPP Lining of 69 LF of 24" 102 Second Street, Start 4 storm drain, invert grouting and Traffic Control Encinitas, CA 92024 $ 12,915.00 Coompletimpleti 8 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 18" &24" storm drain, invert grouting and Eastvale, CA 92880 $ 130,875.00 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 Completion on Traffic Control at various locations. Reza Fard (818) 662-8055 5/23/2018 Lake Helix Sewer Rehabilitation United Engineering&Cons., Inc., Start Clean &CCTV 344LF LF, CIPP Lining of 344LF of 336 N. Central Ave. 10A 2/1/2018 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 Y Z 's • a 5 .4' � t� k y 1'�}Y1".1 riclgi." } 'y9'sy.. {'S(fry!!tl,I, Nu-Line Technologies,'LLC'. NU LINE 102 Second Street Suite B ieci�ws.u.0 tkr` g a Y6 d .l'�. 'mac S�r ti Encinitas,CA92024 www.nulinetech.net max: a - w NU LINE Te&ndogies.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 12/1/2017 sanitary sewer siphon,Traffic Control, Bypass 505 Forest Avenue $ 56,625.00 Completion Pumping. Laguna Beach, CA 92651 12/5/2017 Hannah Johnson (949)464-6615 Culvert Repair and Replacement Fiscal Year 2016-17, Tri-Group Construction Oracle Proiect 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 $ 262,898.00 Completion n 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 2018 Traffic Control. Encinitas, CA 92024 $ 1,100.00 Cols Buddy Aquino Completion 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 LR1 (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 2/6/2018 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 Project 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 Ey'@'na .b 1 r rw Faq.r ,SKiwPBP.gp, ra Nu-Line Technologies, LLC.' NU LINE 102 Second Street-Suite B Encinitas,CA 92024 ;�;;r 4''•, ��f`"r° ��� � ���,£�:��� ;� � www.nulinetech.net ra NU LINE Techmlcgies,LLC Nu-Line Technologies, LLC Project References - CYPP/SPR Caltrans 08-OQ6904 Culvert Repair United Engineering& Clean &CCTV 1,810 LF of 24" &30-Inch storm drain, Construction, Inc., Start 018 Rehabilitate 21" &24-inch storm drain with CIPP, 336 N. Central Ave. 10A $ 981,090.00 Completion n Cement Spray&SPR lining systems. Glendale,CA 91203 6/23/2018 Reza Fard (818) 662-8055 FY 2018 Gravity Pipeline CIPP Lining Rehabilitation Leucadia Wastewater Division Start Project 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 L1 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 Start 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 $ 35,700.00 Completion Long Beach, CA 90807 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 9/20/2018 $ 49,355.00 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 6/22/2018 $ 30,665.00 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 Technologies, LLCM F' NU LINE 102 Second Street Suite B , �, �1�nnoiosPs.�_ <4o-,� t '"''�39, t Ys t r'„�,g.a• ''' Encinitas,CA 92024 � � , , �% www.nulihetech.net NU LINE Technologies.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 &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 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 9/24/2019 $ 202,750.00 Completion Pat Barrese (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 L1 1/29/2018 Lake Helix Sewer Rehabilitation City of La Mesa Clean &CCTV 344 LF of 8 cast-iron sanitary sewer, 8130 Allison Avenue Start 018 Rehabilitate with CIPP lining system. La Mesa CA, 91942 $48,422.00 Completion n 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 Lll 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 's a Nu-Line Technologies, LLC � ,, NU LINE 102 Second Street Suite B s Encinitas;CA 92024 Ys www.nulinetech.net NU LINE Technclegies,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 start 6/19/2018 with SPR lining system. 630 Garden Street $ 36,270.00 Completion Santa Barbara, CA 93101 6/19/2018 Bradley Rahrer(619) 258-4635 CalTrans 07-3W9704-105 Freeway Jabre Contracting Inc., Clean &CCTV 1,320 LF of 18", 24", 30" & 36" CMP 1813 Manzanita Lane Start s/7/2o1g storm drain. Rehabilitate with CIPP lining system. Manhattan Beach, CA 90206 $ 227,790.00 Completion 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 10/8/2018 sanitary sewer with CIPP lining system. Ojai, CA 93023 $425,000.00 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 LR1. 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 8/27/2018 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 Start lining system. Baldwin Park, CA 91706 $ 19,060.00 TBD Completion Tom Vukojevic(626) 222-1998 TBD 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 n e ompltio manhole structures&cleanouts. Scott Schroeder(909) 336-7136 Completion 019 AC Water&Sewer Group 1018 Orion Construction Corp. Clean &CCTV 1,000 LF of 8" sanitary sewer. Rob Wilson Start Rehabilitate 1,953 with CIPP lining system and install (760) 597-9660 $ 192,402.50 3 Coompletimpleti 9 Completion UV Top Hats. 4/8/2019 Nu-Line Technologies, LLC: Ai f fit` NU LINE 102 Second Street Surte B ' Encinitas,CA92024 www.nulinetech.net NU LINE Techncicgies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of Vista-Pilot Project Information City of Vista Clean &CCTV 329 LF of 8" sanitary sewer. Rehabilitate 200 Civic Center Drive Start 10/18/18 with SPR lining system. Vista CA 92804 $ 15,802.00 Completion Elmer Alex(760) 726-1340 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 Completion Buddy Aquino (760) 726-1340 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 12/28/2018 Rehabilitate with CIPP &SPR lining systems, install Encinitas CA 92024 $ 1,907,764.00 Completion 1,023 UV 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 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 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 TBD Rehabilitate with CIPP lining system, install UV Top Lonny Lavin (626) 813-1700 CompletionTBD 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 L1 10/2/2019 Nu-Line Technologies, LLC: ` 12 NU LINE 102 Second Street Suite B 5p Encinitas,CA`92024" � ' W www.hulinetech.net NU LINE TKhnelegies,L LC 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 (SSRP) H31 Beachwood Drive&Scenic Avenue Vasilj Inc. Clean &CCTV 12,419 LF of 6" &8" sanitary sewer. 15531 Arrow Hwy, Start 9/ Rehabilitate with CIPP lining systems, install 12,419 LF, Irwindale, CA 91706 $ 1,120,089.00 Completion Top Hats& Post Video. Joe Vasilj (626)480-1442 On-Going 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 Hani Assi (858) 689-0058 L1 4/9/2019 PAL Protect—Lateral Launch and Locate Burtech Plumbing Lateral Launch &CCTV of 56 sanitary sewer laterals. 102 Second Street Suite C Start 18 Encinitas CA,92024 $ 17,180.00 Completion 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 4/1/19 Brea, CA 92821 $48,550.00 Completion Jessie Flores (513) 984-2222 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 L1 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 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, LLC. ( NU LINE 102 Second Street Suite Br a > >+ oes4_ Encinitas,CA 920242V5 �£ t _ . t www.nulinetech.ne 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 ll 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 5/13/2019Completion Richard Newall (760) 597-9660 On-Going Monrovia Renewal North Section Infrastructure Sully-Miller Contracting Co. Improvement Proiect 135 S.State College Blvd,Ste 400 Start Clean &CCTV 12,066LF 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 ock 2650 Pomona Blvd. Start Bl 19 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 2,200LF of 6" &8" sanitary sewer, 102 Second Street start 6/19/2019 rehabilitate 1981F of 6" &8" sanitary sewer, SLC's and Encinitas CA 92024 $40,272.40 Completion Post CCTV inspection of 4,089LF of various diameters. Buddy Aquino (760)726-1340 10/16/2019 Pasadena Storm Drain Repair GRFCO, Inc. Clean &CCTV 586LF various diameter storm drain, P O Box 1747 Start rehabilitate by CIPP 466LF of 12" & 18" storm drain, Brea, CA 92822 $ 37,312.00 TBD Completion post CCTV inspection of 386LF of various diameter Jim Jackson (800) 375-7272 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 L1 9/13/2019 Chino ITB-Sewer Re-Lining Proiect 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 on ompleti sewer, traffic control, bypassing, lateral reinstatement Austin Postovoit(909) 334-3250 Completion 0 and post CCTV inspection. NuAine Technologies, LLC: a pl. i NU LINE 102 Second Street Suite B. !c-`LC Encinitas,CA 92024', is www.nulinetech.�et XY .k , MTo ,a NU LINE Technologiea 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 Completion on 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 3/12/2019 diameter storm drain in LA and Ventura counties, Placentia Ca 92870 $ 2,634,600.00 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 Start Clean &CCTV, CIPP rehabilitate 24-Inch storm drain 1391 Engineer Street, 9/30/2019 siphon. Vista, CA 92081 $ 71,535.00 Completion Mark Saltz(760) 597-3112 10/2/2019 Sewer Group 786 Ortiz Corporation Clean &CCTV and lateral launch inspections of various 2000 Mc Kinley Avenue Start 4/4/2019 diameter sanitary sewers. National City, CA 91950 $ 5,000.00 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 Project 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 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 Li 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 Completion and post video inspection. Javier Luna, P.E. (760) 337-5182 12/4/2019 Nu-Line Technologies LLC. t " � NU LINE 102 Second StreetSuite.6 rea,d�LLC yry iIF (S Encinitas,CA 92024 www.nulinetech.net fir; # r ue NU LINE Techndcgies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR LACDPW Culvert Repair and Lining Project, 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 Clean &CCTV, 100LF x 24" CIPP storm drain 6955 Aragon Circle Start 019 rehabilitation,traffic control and post CCTV inspection. Buena Park, Ca 90622 $ 44,050.00 Completion Completion Frank Moore (714) 562-3708 10/21/2019 City of LA-Albion Riverside Park Project- W.O.# Sully-Miller Contracting Co. EW40060F 135 S.State College Blvd,Ste 400 Start Clean &CCTV, 380LF x 10" CIPP rehabilitation, clean Brea, CA 92821 $ 33,201.00 6 Completion on and video, lateral reinstatement, post video Mauricio Arreola (714)449-2277 6/7/2019 Point Loma Storm Drain AMA Diversified Constr. Group. Clean &CCTV, 64LF x 24" CIPP storm drain 1305 Simpson Way,Suite L Start 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 Start 10/17/2019 liner at various location, Post Video. Encinitas CA 92024 $ 291,352.00 Completion Buddy Aquino (760)726-1340 12/10/2019 City of LA-ESR Keswick Str.W.O.#SWC05476 Miramontes Const. Co, Inc. Clean &CCTV,400LF x 8" CIPP rehabilitation, clean and P.O. Box 219 Start 12/13/2019 video, lateral reinstatement, post video Rialto,CA 92377 $42,200.00 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 12/2/2019 Clean &CCTV, CIPP Lining of 977 LF of 21", 24" Encinitas, CA 92024 $ 122,566.50 Completion & 30" storm drain and Traffic Control at various Buddy Aquino (760) 634-2822 12/6/2019 locations. JOC-Task P18N003 Accelerated TS Referral Burtech Pipeline Inc. Group 102 Second Street, Start 19 Clean &CCTV, CIPP Lining of 3,003 LF of 10", Encinitas, CA 92024 $ 534,933.28 Completion Completion 12", 21" &30" sanitary sewer, and Traffic Buddy Aquino (760) 634-2822 12/18/2019 Control at various locations. Nu-Line Technologies, LLC NU LINE 102 Second Street Suite B p W ► + ralogies LLCi 'X' .Y4„d t "$ 3•" .•.;F i y Encinitas,CA 92024 S t � www.nulinetech:net NU LINE Technclogtes.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 11/12/2019 sanitary sewer with CIPP lining system, top hats and Laguna Beach, CA 92651 $ 208,073.00 Completion post video work. Hannah Johnson (949)464-6615 12/3/2019 Sewer Line By CIPP-Loma Linda City of Loma Linda Clean &CCTV, CIPP Lining of 30OLF of 8" sanitary 25541 Barton Road Start 11/25/2019 sewer at various locations. Loma Linda, CA $ 28,700.00 Completion Jeff Peterson (909)799-4400 11/25/2019 OVSD Sewer Rehabilitation Project Ojai Valley Sanitary District Clean &CCTV,traffic control,CIPP Lining of 1072 Tico Road Start 018 14,425LF of 8" and 10" sanitary sewer at various Ojai, CA 93023 $425,000.00 Completion n locations. Jon Turner(805) 658-6800 1/3/2019 JOC-Sewer Rehab Phase AW-1 Burtech Pipeline Inc. Clean &CCTV 39,321 LF of 8" sanitary 102 Second Street Start 019 Sewer. Rehabilitate with CIPP&SPR lining systems& Encinitas CA 92024 $ 886,688.55 Post Video. Buddy Aquino (760) 726-1340 Completion n 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-Fa llbrook Rainbow Municipal Water Clean &CCTV, CIPP Lining of 1,054LF of 6" &8" District Start sanitary sewer at various locations. 3707 Old Highway 395 $ 69,000.00 10/1/2019Completion Fallbrook, CA 92028 Completion Ryan Stockton (760)728-1178 019 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 i Coompletimpleti 0 Completion 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 020 reinstatement, post video Baldwin Park, CA 91706 $ 32,247.50 Completion n Brad Sorem (562) 818-4035 1/28/2020 Nu-Line Technolo ies, LLC .n a � g� 1 LINE 102 Second Street Suite B � Encinitas,CA 92024 www.nulinetech.net NU LINE Technologies,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 Coompletimpleti 0 Completion Brad Sorem (562) 818-4035 1/29/2020 Hermosa Beach-Sewer Impr. Ph 2 CIP 17-416 MNR Construction, Inc Clean & CCTV, 6,400LF x 8" & 10" CIPP rehabilitation, 1880 Wright Ave, Start 020 Lateral reinstatements, rootball removal,traffic La Verne, CA 91750 $ 305,695.00 Completion n 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 020 Orange, CA 92867 $ 9,500.00 Completion n Justin Roberts(714) 559-2291 1/31/2020 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 Completion Tony Gutierrez (858) 775-9920 2/5/2020 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 sanitary sewer,Traffic Control, Bypass Fresno CA 93727 $ 240,624.00 2/20/2020on ti Compleomple Pumping, Point Repairs. David Walsh (559) 347-9188 0 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. 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 Completion Buddy Aquino (760) 726-1340 TBD AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Final Post CCTV, 303LF 8-Inch Cured In Place 21335 Bundy Canyon Road Start $ 84968.00 TBD lining. Wildomar,CA 92595 , Completion David Spindler(951) 245-5537 TBD Nu-Line Technologies, LLC. r ; r a LINE 102 Second Street Suite B., Y + �r�h,.dmg-LLc �r4 .�_t tF s:•, Encinitas,CA 92024 & www.nulinetech.net NU LINE Technologies.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 TBD lining. Encinitas CA 92024 Completion Buddy Aquino (760) 726-1340 TBD 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 TBD Clean &CCTV, 7,019LF 8", 10" & 12" sanitary Buena Park, CA 92020 , Completion sewer rehabilitation,traffic control, bypassing Teddy Luong (714) 562-3670 TBD and post CCTV Caltrans—07-313404 Monterey Park 710 Freeway Jabre Contracting Inc., Start Clean &CCTV 2,246LF of 18", 24" &36" storm drain 1813 Manzanita Lane 2/3/2020 Rehabilitation with CIPP lining system and Post Video. Manhattan Beach, CA 90206 $ 400,331.11 Completion Bob Collins(310) 720-0277 TBD 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 TBD Rehabilitation with CIPP,SPR&Alternative pipe lining Bob Collins (310) 720-0277 Completion TBD system and Post Video. Caltrans—11-422114 Culvert Repair and Replace Hazard Construction Company Guardrail and Fence 10529 Vine Street Start Clean &CCTV 3,640LF of 18", 24", 30", 36" &48" Lakeside, CA 92040 $ 842,260.00 TBD Completion storm drain Rehabilitation with CIPP pipe lining Brad Lothers(858) 587-3600 TBD system, preparing culvert structures and Post Video. North Norwalk Trunk Sewer Rehabilitation LACSD Clean &CCTV 650LF of 15"sanitary sewer 1955 Workman Mill Road Start Rehabilitation with CIPP pipe lining Whittier, Ca 90601 $ 105,770.00 3-30-2020Completion System, manhole rehabilitation and Post Video. Jenny Hsu (562) 699-7411 TBD 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 11-20-2019Completion System, manhole rehabilitation, point repairs, Jenny Hsu (562) 699-7411 TBD bypass and Post Video. Nu-Line Technologies, LLC. �` �` 7 r NU LINE 102 Second Street Surte B„ a= � x Encinitas,CA 92024 : ��: �• www.nulinetech.net �'r NU LINE Technologies,LLC 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 Completion System, manhole rehabilitation, point repairs, Isaiah Apodaca (714) 685-3462 TBD bypass and Post Video. 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 Y , p p , pp Y ( ) Bursting, bypass, top hats, lateral lining and Post TBD Video. 2020 Collection System Rehabilitation Project CIP 19703 Moulton Niguel Water District Clean &CCTV 3,585LF of 8",12" and 18" sanitary 26880 Aliso Viejo Parkway, Start TBD sewer Rehabilitation with CIPP pipe lining Aliso Viejo, Ca 92656 $ 325,000.00 Completion System, manhole rehabilitation, point repairs, Sheldon Yu, PE (949) 831-2500 TBD bypass and Post Video. Manhole and Pipe Repair(SPR) Orange County Sanitation District Clean & CCTV 35OLF of 24-Inch sanitary 10844 Ellis Avenue, Start TBD sewer Rehabilitation with SPR lining system, manhole Fountain Valley, CA $ 350,000.00 Completion installation, point repairs, bypass and Post Video. Brandon Garcia (714) 593- TBD 7306AW-1 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 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 Start TBD 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 Nu-Line Technologies, LLC " M - 4 )t,a NU LINE 102 Second Street Suite B Encinitas,CA 92024 www.nulinetech.net 4 r � E NU LINE Technologies,LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Nu-Line Technologies, LLC. �� k NU LINE 102 Second Street Suite B Encinitas,CA 92024 w � s www.nuIinetech.net NU LINE Technologies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Experience by Diameter o � 6" 1,668 4,543 8,249 8,654 36,158 42,537 1,118 1!6 ,927 8" 38,410 44,062 133,915 119,261 99,197 151,155 23,773 ,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, LLC.: 14 NU LINE 102 Second Street Suite B Encinitas CA92024 www.nulinetech.net f:t �4U 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. See t=-f a c►�d Name of proposed Project Manager Telephone No. of proposed Project Manager: 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. Name of proposed Superintendent Telephone No. of proposed Superintendent: se-e ;4-+-+CkGh ecA 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 C-11 Jorge Beltran Superintendent NU LINE Technologies.LLC Education Mr. Beltran has over twenty years' experience in the • Azusa High School, construction, trenchless technology and pipeline rehabilitation Azusa, CA industry with a Career progression from a Laborer to Foreman up to a Superintendent. His expertise with the large diameter CIPP Training and Rib Loc sewer/storm drain lining include extensive • Confined Space knowledge in sewer bypass operations. training Boom certification • Forklift certification Nu-Line Technologies • CPR training Operations Manager • Alcohol and Drug training. • Leads scheduling, managing and organization of Nu-Line Technologies, LLC field activities. • Provides technical and project approach guidance to Nu-Line Technologies field personnel. • Communicates with owner's field representatives, site engineers, inspectors and subcontractor supervisors on project- related matters. • Assist GM and Estimator with Project Estimates for bids • Analyze and solve all field-related problems (Equipment, Installation, Personnel, Etc.). • Develop and implement sewer bypass systems. Train field employees with proper use. • Identifies, initiates and controls project revisions and field changes. • Reviews project costs and assists in developing project budgets. RePipe-California Superintendent • Responsible for management of crews for the installation of Both CIPP and RibLoc Pipe Rehabilitation Systems. • Reports to the Operations and Project Managers with regard to Daily construction progress and activities. • Schedules and manages weekly construction work and man- hours, and reports daily • Construction hours and progress from lining Foremen and Cutters, to Operations and Accounting. • Oversee daily bypass and traffic control (set-up, operation, tear-down) • Provides field technical support, problem solving and Troubleshooting. • Interaction and contact with City Engineers and Inspectors. • Works in conjunction with Project Estimator on job walks prior To project bid. Preussag Pipe Rehabilitation, Inc. Superintendent Management of crews for the installation of the RibLoc Pipe Rehabilitation System. • Reported construction progress and activities. • Managed weekly schedules. • Provides field technical support, problem solving and Troubleshooting. • Worked directly with project managers G.B. Cooke Pipeline Rehabilitation Installation Supervisor • Responsibility for the supervision and scheduling of crews. • Schedule projects, complete daily reports, complete employee time sheets, run projects and complete yearly employee evaluations. Insituform, Southwest Installation Supervisor • Responsibility for the supervision and scheduling of crews. • Schedule projects, complete daily reports, complete employee time sheets, run projects and complete yearly employee evaluations. • Began employment as a Laborer and was promoted to a Supervisor. Frank Durazo Operations Manager N U LINE west Coast Region Technclogles.LLC s 0 � Education Mr. Durazo has over twenty years' experience in the trenchless • Rio Hondo Community technology industry with experience in Cured-In-Place and Rib Loc College pipelining processes including CIPP Wetout. Using his expertise he • Arroyo High School, El has progressed from a supervisor to Warehouse Foreman and was Monte, CA promoted to the position of Project Manager. Training • Small Crane Truck Nu-Line Technologies Certificate Operations Manager • Commercial Class A Drivers License, • Leads scheduling, managing and organization of Burtech • Forklift certification. Pipeline field activities. • Provides technical and project approach guidance to Nu-Line Certifications Technologies field personnel. • 1995 Employee of the • Communicates with owner's field representatives, site Year -Insituform engineers, inspectors and subcontractor supervisors on project- Southwest. related matters. Assist GM and Estimator with Project Estimates for bids • Analyze and solve all field-related problems (Equipment, Installation, Personnel, Etc.). Develop and implement sewer bypass systems. Train field employees with proper use. • Identifies, initiates and controls project revisions and field changes. • Reviews project costs and assists in developing project budgets. Repipe-California, Inc., Ontario, CA Operations Manager • Leads scheduling, managing and organization of Repipe-CA field activities. • Provides technical and project approach guidance to Repipe-CA field personnel. • Communicates with owner's field representatives, site engineers, inspectors and subcontractor supervisors on project- related matters. • Assist GM and Estimator with Project Estimates for bids • Analyze and solve all field-related problems (Equipment, Installation, Personnel, Etc.). • Develop and implement sewer bypass systems. Train field employees with proper use. • Identifies, initiates and controls project revisions and field changes. • Reviews project costs and assists in developing project budgets. Repipe-California, Inc. Ontario, CA Project Manager/Project Scheduler • Responsible for scheduling and ordering of all lining materials, wet-out and delivery. • Manage multiple CIPP and Rib Loc projects simultaneously from $100k to $2.5M. • Review of job costs to ensure profitable projects. • Prepare submittals, schedules, cost estimates, and interact with clients and contractors • Assist GM and Estimator with Project Estimates for bids Repipe-California, Inc, Santa Ana, CA Warehouse Foreman/Project Scheduler • Responsible for scheduling and ordering of all lining materials, wet-out and delivery. • Maintain and repair of all Repipe-CA construction equipment and vehicles, management of all inventory and job-related materials, ordering of equipment materials and supplies, assistance to field as required on-site with Rib Loc, or CIPP installations, and establishment and maintenance of warehouse operations. • Identify and negotiate with new suppliers • Performs as the acting Safety Director and assures that OSHA safety compliance is adhered to in the field, corporate office and within the warehouse environment. Preussag Pipe Rehabilitation Warehouse Foreman • Responsible for the maintenance and repair of all PPR construction equipment and vehicles, management of all inventory and job-related materials, ordering of equipment materials and supplies, assistance to field as required on-site with RibLoc, or CIPP installations, and establishment and maintenance of warehouse operations. • Responsible for resourcing equipment and material vendors. • Mechanical assistance to jobsite and field personnel. • Oversee Driver Vehicle Inspection Reports and Driver Daily Logs for DOT Bit Inspections and coordinates quarterly maintenance for corporate fleet in preparation of DOT bit inspections. • Performs as the acting Safety Director and assures that OSHA safety compliance is adhered to in the field, corporate office and within the warehouse environment. National Liner-West, Gardena, CA Installation Supervisor • Supervision of the impregnation and installation for Cured-In- Place trenchless lining system for the Western Region of the United States. • Installation Supervisor for 10 crewmembers for the U-Liner Fold and Form Lining System. • Additional responsibilities included daily reporting to inspectors from various cities and counties, purchasing and ordering of equipment and materials and scheduling of equipment and personnel for projects. Cooke Pipeline Rehabilitation Installation Supervisor • Supervision for the impregnation and installation procedures for Cured-In-Place trenchless pipeliners and the Ultra-Liner Fold and Form System pipelining system. • Acted as Purchasing Agent for equipment and materials for the jobsites and was responsible for bypass planning and traffic control setup. Insituform, Southwest Installation Supervisor • Responsible for the impregnation procedure for the trenchless Cured-In-Place Lining System. • Responsible for job scheduling; personnel and equipment, purchasing and ordering of materials and field sample testing and reporting. Senior Welder • Responsible for welding and fabrication of equipment for the snack food industry. • Additional responsibilities included blueprint design, research and development for prototypes. 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:Hefiling.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. l '' II � Contractor By n i f Email �UVftr Title Date: PWC Registration #: D0000306oE' C-12 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH MARCH 26, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of April 7,2020 with the new bid due date of May 5,2020.The bid due time of 2:00 PM and location of City Clerk's Office(211 Floor,City Hall)remain the same. For Sheet Al,the bid opening location will remain the same. This is to acknowledge receipt and review of Addendum Number One, dated March 26, 2020 Coma Nre ZS/ZoZo Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For FY19120 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH APRIL 8,2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of May 5,2020 with the new bid due date of April 28,2020. Due to the COVID-19 pandemic, bids hand delivered,will only be accepted between the hours of 1:00 PM and 2:00 PM, immediately outside of the Civic Center entrance,on the day of bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids to allow for additional bid processing and acceptance times due to the safety measures described above. This is to acknowledge receipt and review of Addendum Number Two, dated April 8, 2020 /V�L/'Cl� le445irIOL,D�0 C . Co 7me CW cl� ZZo2a Dat All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:City of San Diego Sewer and Water Group 758 Location:San Diego,Ca Owner:City of San Diego Line Segment(s):84nch Design Assumlotlons: Condition of host pipe FD PO=partially deteriorated,FD-fully deteriorated Inside diameter of host pipe(in) D= 8 Ovaiy of host pipe(%) q- 2.0 Default value is 2%;range=0%-10% Slope of host pipe(ftlft) 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 tope zone(psi) M-= 1,000 See table belowforrecomnended 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„) PpDFESS/D'1W Description µ < Blowstft(per ASTM , S D1586) Description tonslsf kPa psi MPa >0-1 _very,very loose >0-0.125 0-13 very, so ft 50 0.3 cn ea17D 1-2 __ _verloose _ 0.125-0_25 13-25 vegr soft_ 200 1_4 2-4 025-0.50 25-50 soft 700 4.a zo r 4-8 loose 0.50-1.0 50-100 medium 1 1,500W1O. 9 CIVIL ? 3/24/20 8-15 6 e0 ct 1.0-2.0 100-200 stiff 3,000 0`15-30 _ coact 2.0-4.0 200-400 va stiff 5,00030-50 dense LO--6.0 400•B00 hard 10,0050 very dense >6.0 >800very hard 20.00 Flexural modulus of Elasticity of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 Long-tens retention of mechanical properties(%) 50% Determined from flexural creep modulus testing extrapolated to proposed design Ife(such as 50 years)typical Flexural modulus of elasticity of CIPP,long-term(psi) EL- 125,000 Determined from flexural creep modulus testing extrapolated to proposed design Ife(such as 50 years) Design safety factor N- 2 Default value is 2.0 Unit weight of soil(pcf) 6,. 130 Applies to fully deteriorated designs only Unit weight of water(pco a.. 62.4 Depth of cover(ft) H= 12.0 Measured from ground surface to top of pope Height of groundwater(ft) H.= 6.0 Measured from top of pipe,Note:If water table is below top of pipe,input a negative number! 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 hob or opening in original pipe well(in) d= 0.000 Pressure pipe applications onyl 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,time-weighted(psi) aL= 4,500 At buckling the time-weighted flexural strength,s equal to the lower 95%confidence value of the short-term(076 Tensile strength of CIPP,initial(psi) or- 3,000 Pressure ppe appications onyi Tensile strength of CIPP,long-term(psi) aTL= 1,500 Determined from long-term tensile strength testing Enhancement factor(dimensionless) K- 7.0 Minimum value recommended per ASTM F1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations(Hiohwav Loads) Impact factor for traffic load(dimensionless) 1': 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(flz) Au= 688.9 See table and figures below Total applied surface vdheel load(b) PLw= 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wu,= 0.5 wt=(P-Ir)/(144-AW Critical Loading Configurations for H2O loads(per AASHTO Condition H,ft P,Ibs ALL,ft2 1 H<L33 16,000 0,83+1.75H 1.67+1.75H 2 1.33 5 H<4.10 32,000 0.83+1.7511 5.67+1.75H 3 4.105 H 48,000 1(4.83+1.75H)(5.67+1.75H) �-..°o+ wrr.Lore A- ww Lcw I- 46 - .S1"�� ton „_+pill Ow t �'t _-�arlleraAn. 1MrrrLersArr _�fI '1ry wae.LeYAnr M Oresrsr WSA,� .ti. ' .n �a• �S' fib DI.MYIM LwJ Arw �'!� uui,.h- 1v A.« 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) wi,, 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,5th Edition) 0 0000 00000 0000 0000 0000 00000ao 0000 0000 0000 0- o000 00008,00016 per 0 35 -- o 000o NNN o 0000 - o' 30 tin ft F 25 .1 20 =-9.255 +27.489 0o i 15 _ w .,....r .rs ...-Fes••.. a= s 8' S'5'5' 9' 5'6'5' 8' 8'5'5'5' 9'5'6'S'5'o g 0 u a 0 10 20 30 `o 4 Una Load(psi) FkpuFigure4.00- Co of Wheel loads Per Axle for a, Cooper E 80 Design Loatling. x CIPP Design Template 3124/2020 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,C8R Modulus of subgrade reaction(Nin) k= 250 see ad]acent figure 2 3 4 S A 7 8 910 IS 20 25 310 40 50 BO 7080 110 Thickness of concrete pavement(in) h• 12 Depth of cover,lop of pipe to bottom of slab(ft) H= 11.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerline(ft) X• 0 assumed=0(vorst case) Corps of Ergmssrs U.S.Army aM U.S.sum.of Rscbmsuon Radius of stiffness of the rigid pavement(it) R,= 3 27 4 3 0 Rx= Illik 121-µ2 Wheel bad(Ibs) Pu• 90,000 AASH70 SOIL CLASSIFICATION FadwN Ri9hmv Adnnnrvw.on Worst-case loading scenario is for 2 bads spaced 0.8R,apart and is calculated below For alternate loading conditions,see Concrete Pipe Handbook,5fh Edition Pressu re Coeffic lent(C)for X/Rs=0 2losh 0.8 AaWan FEDERAL AVIATION AGENCY "is of along Soil Clsnifintion li 025 pipe y=-0.0005x3+0,0101 x2-0.0756x+ 0 0 X 1 2 �(I H RESISTANCE VALUE,R I S - 1 m se w r r i •e i M p I MODULUS OF SUBGRAOE REACTION,k,psi Pv melt ee ae. aae us f•0 ass 005 HAIsw 3.369 aEARiNGVALUE,psi 1 C• O.Os7 I t3F in.diwrwer elan,O.IJn.drfbction) I ae ar w 0 0 2 4 6 8 10 ' CALIFORNIA BEARING RATIO,CDR WRs { 4 a 1 s a a pe Mge Airport live bad transferred to pipe at depth H(psi) wu• 0.00 W,s=CP/R,' Wall ThIrkna- QBSIpfI A_ 4YS M Y W` Partially Deteriorated Gravity Pipe Condition C 3 y m _r 1-q/100 Ovally reduction factor(dimensionless) C• 0.64 [1+q/100]z *�N0' 70 ot;-ao-20 Ew �9 CIVIL ��r 3/24/20 External hydrostatic pressure from groundoeter(psi) Pw= 2.89 P.=y..(H.+D/12)f144 01�Llfo D Minimum thickness required,hydrostatic buckling t/= 0.12 in t'= ASTM F1216,Equation XI 1 3.07 mm ([ 2J 1+1 Minimum thickness required,ovality check t=• 0.05 in 1.5-1L 1'-0L SDR1-0.5- 1+1L�SDR-N=0 • 157 mm ` 1 l ASTM F1216,Equation X1 2 SDR;• 160 If P•,=0,default SDR-100 Quadratic factors for Eq.X1.2 a• 0.0306 used to solve for SOR3 and tt: b= -0.510 c= -778.8462 Fully Deter/briefed Gravity Pipe Condition Total Iva bad transferred to pipe at depth H(psi)= W.= 0.48 From live bad calculations Water buoyancy factor(dimensionless) R.= 0.84 R.„=1-0.33(H„/H)(min.value=0.67) N211:IF H.0,use H.=0 in this calculation Total external pressure on pipe(psi) qr= 12.42 q=0.433H„.+ .6,HR„J144+W, NM:R H.<O,use H.-0 in this calculation Coefficient of elastic support(in-lb) B'. 0.353 B'=11(1 We-0 0"") �1 -See Note X1.3 of ASTM F1216 Minimum thickness required,Luscher's buckling equation is• 0.16 in i_ (Nq,)3-D'.12 ASTM Fl216,Equation X1.3 3.98 mm �32'R„. B M,.'E, C� Minimum thickness required,pipe stiffness t4• 0.13 in 3.35 mm t=(D''O.093 12/E)" ASTM Fl216,Equation Xl l Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure tw= 0.00 in to,=D!Q(Did)2(5.33 aL/PN))'o+1) ASTM F1216,Equation XI in spanning across any holes in the original pipe vail d/C= 0.00 If d(D>1,83(VD)',ASTM F1216,Equation X1.5,than Iner is in ring tension or hoop stress 1.83(t„/D)1Q= 0.00 and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation XI.7) Minimum thickness required by design check twn• K. in 0 00 n Fully Deteriorwed Pressure Pipe Condition Minimum thickness required to withstand al external twit= 0.DO in lux=DI((2 atLlPN)*2) ASTM F1216,Equation X1.7 bads and the full internal pressure 0.00 mm i Wag Thlrkneee DesW Sumamily Host pipe condition Fully Deteriorated CIPP end use application Gravity Flew CIPP outside diameter(host pipe inside diameter) D- a in Minimum CIPP thickness calculated t,ac= 0.16 in Greatest value calculated from ASTM F1216 Equations Xi.1.XI 2.X1.3 and X1.4(gravity floviil or 3,98 rim greatest of Xt.t,X1.2,X1.3,X7.4 and X7.7(pressure pipe) Minimum CIPP thickness recommended t,-. 0.16 in . Based on a maximum SDR=100 398 mm Nominal CIPP thickness to be supplied kin- 4.s mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRci - 45 SDR=DA Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 3/24/2020 NEK nJdauffic Callculafims CIPP inside dameter(in) D,= 7-6 Flow area of host pipe(ft) A,- 0.35 Flow area of CIPP(fe) A,= 0.32 Capacity of host pipe(efs) W= 4.57 Q=1.486 A Rm S'(Manning's Equation) Capacity of CIPP(cfs) Ch= 6.07 where R.=hydraulic radus=DA for pipe flowing full %increase/decrease in Flow Capacity AQ- pppFEsS,pNq( �M 69270 • 06-30-20 �9r CIVIL ar 3/24/20 p OF Cp1.1PO CIPP Design Template 3/24/2020 NEK Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:City of San Diego Sewer and Water Group 758 Location:San Diego,Ca Owner:City of San Diego Line Segment(s):154nch Design Assumptions: Condition of host pipe FD PD=partially deteriorated,FD-fully deteriorated Inside diameter of host pipe(in) D- 15 Ovaity of host pipe I%) 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) n,= 0.010 varies from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M„= 1,000 See fade below for recommended values From Table 5.6 of A WWA Manual o Water Practices M45,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive M� strength(q„) esstokl Description Blows (per ASTM D t M 1586) Description lonalsf kPa psi MPa m �- __ ve.2,vSy loose >0-0.125 0-13 very,verysoft 50 0.3 89170 " ---- - - - - -- _-_-1_2 _very loose _ _0.126-0.25 _ 13-25 very soft 200_ 1.4 2-4 0.25-D.50 25-50 soft 700 4.8 E. 20 _ 4-8 loose 1 0.50-1.0 50-100 medium 1.500 1 9rF CIVIL op?! 3/24/20 8-15 s co ct 1.0-2.0 100-200 stiff 3,000Jd4.5 a GVF 15-30 cor�rl act_ 2.0-4.0 200-400 very stiff 5,00030-50 _ dense 4.0-6.0 400-800 hard 10000>50 very dense >6.0 >600 very hard 20,000 Flexural modulus of Elasticity of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 Long-term retention of mechanical properties(%) 50% Determined from flexural creep modulus testing extrapolated to proposed design life(such as 50 years),typical Flexural modulus of elasticity of CIPP,long-term(psi) Eli= 125,000 Determined from flexural creep modulus testing extrapolated to proposed design life(such as 50 years) Design safety factor N= 2 Default value is 2.0 Unit,height of soil(pcf) 8,= 130 Applies to fully deteriorated designs only Unit weight of Meter(pcf) 5„= 624 Depth of cover(ft) H= 15.0 Measured from ground surface to top of pipe Height of groundwater(ft) H„= 10.o Measured from top of pipe,Note:If water table is below top of pipe,input a negative number! Internal vacuum pressure(psi) P„= 0.0 Default value is 0 Internal pressure(psi) P= 0.0 Pressure ppe applications onlyl If no pressure,input 0 Diameter of hole or opening in original pope v l(in) d= 0.000 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,time-weighted(psi) oL= 4,500 At buckling the time-weighted flexural strength is equal to the lover 95%confidence value of the short-term(D75 Tensile strength of CIPP,initial(psi) d,= 3,000 Pressure pipe applications onyl Tensile strength of CIPP,long-term(psi) aTL= 1,500 Determined from long-term tensile strength testing. Enhancement factor(dimensionless) K= 7.0 Minimum value recommended per ASTM Fl216 Surface Ave loading condition H2O H2O,E80 or airport H2O Calculations(Hiahwav Loads) Impact factor for traffic load(dimensionless) k= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Dlstnbuted load area over pipe at depth H(fe) Au= 992.1 See table and figures below Total applied surface wheel load(b) Pew' 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) w.= 0.3 v4=(P 1,)I(144 A,) Critical Loadino Corti urations for H2O loads(Der AASHTO Condition H,ft P,Iba Au,11T 1 H<1.33 16,000 0.63+1.75H 1.67+1.75H 2 1.335H<4.10 32,000 0.83+1.75H 5.67+I15H 3 4.10 s H 48,000 (4.83+1.75H)(5.67+1.75H) 44r, air i.r Aaaa aa.r laa,Anrr till . J •s^ hr�' \ ` k9` - hp1`<^� ,ran 444, L„w A,« rvtM oh,,,e�lw Lea':„a ~�4• � r'srr � '',ry� Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area Two H2O Trucks Passing Condition 3.Distributed Load Area-AAemate 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) o 0 0 0 0 0 0 0 0 0 00 o v o 0 0 0 0 000o vv000 $000 00008,00O1bper o g o 0 0 0 0 0 o e 35 oV o00o NNNNO o000 �N,Nri o' 30 mm°om ,n,c,.nu+e mmmm .a-au-.tinft 25 20 =-9.2 5 +27.469 $r 5 i 5 8 S'S'5'9' 5'6'5'�8~8' o� 0 U a. 0 10 20 30 ° Figure 4.30, Spacing of Wheel Loads Per Axle lot a Unit Load(psi) Cooper E 80 Design Loading. Q x CIPP Design Template 3124/2020 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 OA5 CALIFORNIA BEARING RATIO,COR Modulus of subgrade reaction(IWin) k= 250 see adjacent figure 2 3 4 9 9 7 a 910 15 20 25 30 48 60 60?010 110 Thickness of concrete pavement(in) h= 12 1 •,�,.r Depth of cover,top of pipe to bottom of slab(ft) H= 14.0 UNIFIED SOIL CLASS IFCATION Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) Corps 01 Hginrrrs U.S.Army ant Radius of stiffness of the rigid pavement(ft) R,= 3.27 R=_4 s U.S.Bunrw o1 Rrclmabbn 12 Ehµz Wheel bad(lbs) Pu= 90,000 AASHTO SOIL CLASSIFICATION fed rN HipAM y Admingirstlen Worst-wise leading scenario is for 2 bads spaced O.BR,apart and is calculated below. I For aftemate loading conditions,see Concrete Pipe Handbook,5Nr Edition Pressure Coefficient XlRs=0 2loads 0.8 Rs FEDERAL AVIATION AGENCY apart fps SMI CbmTicition 07 0.25 "is of pipe y--00005x'+0.0101x2-0.0756x+0.2162 , *V 02 ~ X1 RESISTANCE VALUE,R 0 15 / `\ r u , 0.1 I MODULUS OF REACTION,k.psi per into re Hey rse w ors .=o 005 (yR,e 4288 I BEARINGVALUE,pr C= 0.038 (W in.derrrhr pbtr.0.1-drflertwn) ar b A 0 0 2 4 6 B 10 CALIFORNIA BEARING RATIO,CBR Wits t •r a r• w rr Airport live bad transferred to pipe at depth H(psi) W'. 0.00 w,=CP/R,' �ESg/O,y9 Wag Thickness QRSWliW < Partially Deteriorated Gravity Pipe Condition C=\ 1-q/100 I\ J �_ Imo" Ovafty reduction factor(dimensionless) C= 0.84 [1+q/too]2 69170* CAVIL P2P 3/24/20 External hydrostatic pressure from groundwater(psi) P== 4.88 P„.=y„.(H„.+D/12)(144 F of CA�1Fo _ D Minimum thickness required,hydrostatic buckling t,= 0.27 in t' t ASTM F1216,Equation X1.1 8.82 mm 2 K EE C +1 Minimum thickness required,ovality check t== 0.12 in 1.5 1�11+1L I SDW-0.5.1 1+1��SDR--=0 = 3 OB mm l 1 1 ASTM F1218,Equation X7.2 SDR2= 124 If P•=0,default SDR•100 Quadratic factors for Eq.X1.2 a= 0,0306 used to solve for SDR2 and lt: b= -0.510 c= -461.5385 Fully Deterkwated Gravity Pipe Condition Total Iva bad transferred to pipe at depth H(psi)= W,= 0.34 From live bad tabulations Water buoyancy factor(dimensionless) R•= 0 78 R.„=1-0.33(H„IH) (min.value=0.67) hLQA:ItH•<0,use H==0 in this calculation Total external pressure on pipe(psi) Qr= 15.77 %=0.433H=+ .6.HR„1144+W j, gft:ITH•<O,use H==O in this calculation Coefficient of elastic support(in-lb) B'= 0.399 B'-1/(1+4e"-) -See Note X1.3 of ASTM F1216 Minimum thickness required,Luscher's buckling equation t = 08..6340�in t_ (N.q,)' D' 12 ASTM F1216,Equation X1.3 32�R,�B�M,•�E,�Cl Minimum thickness required,pipe stiffness t4= 025 in 6.27 mm t=(D''O.093 12/E)15 ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condkion Minimum thickness required to withstand internal pressure tr,=WOOD in I,-D/([(D/d)2(5.33-a,/PN)J'o+1) ASTM F1216,Equation X1.6 in spanning across any hales in the original pipe wet d/D• If d/D-1.83(t„/D)R,ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(tr,ID)".= and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check 1,= in mm Fully Deteriorated Pressure Poo Condition Minimum thickness required to withstand at external tps= 0.00 in tyl=D/((2-on/PN)+2) ASTM F1216,Equation XI 7 bads and the full internal pressure 0.00 mm CIPP WaI Thickness Deson Sumnsary Host pipe condition Fully Deteriorated CIPP and use application Gravity Flew CIPP outside diameter(host pipe inside diameter) D- 1s in Minimum CIPP thickness calculated t-= 0.34 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2.X1.3 and XI A(gravity flow)or 8.60 mm greatest of XI A,X1.2,X1.3,XI and X1.7(pressure pipe) Minimum CIPP thickness recommended t,,,,,= 0.34 in Based on a maximum SDR=100 8.60 mm Nominal CIPP thickness to be supplied tcw= TO mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses suppled SDRc-= 42 SDR=DA Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 3/24/2020 NEK CIPP inside diameter(in) Dr= 14.3 Flow area of host pipe(fe) A,= 1.23 Flow area of CIPP(fe) Ar 1.11 Capacity of host pipe(cfs) 4. 24.40 0=1.486 A R�S"(Mannings Equation) Capacity of CIPP(cfs) 04' 32.17 where RH=hydraulic radius=DA for pipe flowing full %increaseldecrease in Flow Capacity A0= y9 Q\{FESS/Ok4 �rb 69770 06-30-20 �,. CMI Pr` 3/24120 F OF('pl\EO CIPP Design Template 3/24/2020 NEK AAS NAS SURETY GROUP BID BOND CONTRACTOR: SURETY: (Name,legal status and address) North American Specialty Insurance Company NU LINE TECHNOLOGIES,LLC 475 N.Martingale Road,Suite 850 102 SECOND STREET,SUITE B Schaumburg,IL 60173 ENCINITAS,CA 92024 OWNER: This document has important legal consequences. Consultation (Name,legal status and address) with an attorney is encouraged CITY OF HUNTINGTON BEACH with respect its completion or 2000 MAIN STREET modification. HUNTINGTON BEACH,CA 92648 BOND AMOUNT: Any singular reference to TEN PERCENT OF GREATER AMOUNT BID (10%) -------------- Contractor,Surety,Owner or other party shall be considered PROJECT: plural where applicable. . (Name,location or address,and Project number,ifany) FY 2019/20 SEWER LINING PROJECT 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 famished 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 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. Signed and sealed this 24TH day of APRIL,2020 NU LINE TECHNOLOGIES,LLC (Witness) (Principal) (Seal) (Title) DOMINIC J.BURTECH,J�R. PARTNER North American Specialty In ure Company (Witness) (Surety) Seal) (Title) MARK D.IATAROLA,ATTORNEY-IN-FACT This Document conforms to the ALA Document A310w—2010 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 1 County of SAN DIEGO J} On 4/24/2020 before me, SANDRA FIGUEROA, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Nome(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(r)is/af-esubscribed to the within instrument and acknowledged to me that he/s4e4-rey executed the same in his/ e authorized capadty(ies), and that by his/HeFAhei signature(s)on the instrument the person(&), or the entity upon behalf of which the person(a)acted,executed the instrument. I certify under PENALTY OF PERJURY under the SANDRA FIGUEROA laws of the State of California that the foregoing ""' COMM.4 2162642 paragraph is true and correct. Z SAN DIEGO COUNTY QQ f^' NOTARY PUBLIC-CALIFORNIA� WITNESS my hand and official seal. MY COMMISSION EXPIRES AUGUST 14,2020 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: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual M Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ©2017 National Notary Association SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY WESTPORT INSURANCE CORPORATION GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Kansas City,Missouri and Washington International Insurance Company a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Kansas City,Missouri,and Westport Insurance Corporation,organized under the laws of the State of Missouri,and having its principal office in the City of Kansas City,Missouri does hereby make,constitute and appoint: JOHN G.MALONEY,HELEN MALONEY,SANDRA FIGUEROA,MARK D.IATAROLA,JESSICA SCHMAL AND TRACY LYNN RODRIGUEZ JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: ONE HUNDRED TWENTY FIVE MILLION($125,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of North American Specialty Insurance Company and Washington Intemational Insurance Company at meetings duly called and held on March 24,2000 and Westport Insurance Corporation by written consent of its Executive Committee dated July 18,2011. "RESOLVED,that any two of the President,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." IIUINlfl1/// \N�,o�nuolllnpllgyr \�,gN optlrV J ///i�i 3� 4�aAS{ONq��y"2e 9_�2_ 5 •pPPOq,�•.SG9 ��.GpRPDlSG-pax By ... � 1C4 SEAL F.q Steven P.Anderson,Senior Vice Presidento Wa shington gton nternationa nsurance Company SEAL I n= •�, &Senior Vice President of North American Specialty Insurance CompanyCl- tm- &Senior Vice President of Westport Insurance Corporation W% 1973 t,.m 0` ••=�!!Jy �?r ay. as qr f i b —�d� s'S'•. -vBy l AMPS1D Mitt tin* �e Mike A.Ito,Senior Vice President f Washington International Insurance Company ••�• * �• &Senior Vice President of North American Specialty Insurance Company &Senior Vice President of Westport Insurance Corporation IN WITNESS WHEREOF,North American Specialty Insurance Company,Washington Intemational Insurance Company and Westport Insurance Corporation have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this this 19TH day of JUNE 20 19 North American Specialty Insurance Company Washington International Insurance Company State of Illinois Westport Insurance Corporation County of Cook ss: On this 19THday of JUNE 201 before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation and Michael A.Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL M KEN Y�t t 't Notary Public St tcuflllinais s n'y Cori uo'aituii 1'ill, M.Kenny,Notary Public I, Jeffrey Goldberg , the duly elected Vice President and Assistant Secretary of North American Specialty Insurance Company,Washington Intemational Insurance Company and Westport Insurance Corporation do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company,Washington International Insurance Company and Westport Insurance Corporation which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 24th day of APRIL 120 20 Jetrrev Goldberg,Vice President&Assistant Secretary of Washington Intemational Insurance Company& North American Specialty Insurance Company&Vice President&Assistant Secretary of Westport bisurance Corporation r 'I CALIFORNIA 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 } On �/Z 2-5 before me, Arthur P.Arqualla,Notary Pablic 4ere insert name and title of the officer personally appeared 4 t C who prove to me on the basis of satisfactory evidence to be the person(s) whose (s Is a subscribed to the within instrument and acknowledged to me that e/they executed the same ' hi r/their authorized capacity(ies), and that by is/ r/their signature(s) on the ins rument 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. WITN S y hand and icial seal. ARTHUR R ARQUILLA I H C(VMISSICN.NO 2225407 P NOTARY P41sIC CALIFORNIA SAN;i)IEGO COUNTY Y C09WtSION EXPIRES JAN7 Notary Public Signature (Notary Public Seal) ADDITIONAL OP IIONAL IIV ORNIATI®N INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE A CHED UMENT ifneeded,should be completed and attached to the document.Acknowledgments 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. (Title 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. t • 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). r • Print the name(s) of document signer(s) who personally appear at the time of { notarization. i CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. t; he/she/ is/are)or circling the correct forms.Failure to correctly indicate this ❑ 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. I` • Signature of the notary public must match the signature on file with the office ofi; I ❑ Partner(s) the county clerk. ?ft 0. Attorney-in-Fact Additional information is not required but could help to ensure this {t ❑ Trustee(s) acknowledgment is not misused or attached to a different document. f f, If. Indicate title or type of attached document,number of pages and date. 'k !E ❑ Other it > Indicate the capacity claimed by the signer. If the claimed capacity is a Ir.o• corporate officer,indicate the title(i.e.CEO,CFO,Secretary). f- i _ oar n� • Securely attach this document to the signed document with a staple. y � h II k L• 4. Fra. �e �:,�.x a a r�i="� v �•r�: � T�{`���N�A�'`�', ���".u;"-a�'"�+C' s *-rt :�•. 's '.�� g ���4:�:�'i �r„�;:.. t 4�2':;�� •�"�"�p"r.-7r� a��a � "3��;f r r 6 A=? T..:� i"`.. ,� ax-e 4,�' ,,. r'1_. P ^�:.$ :. �7` �a"'- Y .f`➢ � X .t _� ��, x t ! Y r t 4 Ih re Frame �oae y i �SUN' .`,✓""�'" � - :�I l� �` r �� :� �,' 'fix 0�-',.r * *,�.���i-�ra* i�,�E �"��,„ �, r v,�F�, � '.�'� `s fti i £i M Fa¢ �'��k�' g .• �'� ��1 L?`tea`� *��' I at - ��r LINE Technologies,lLC To: City of Huntington Beach Nu Line Technologies,LLC ATTN: City Clerk 102 Second Street Suite B. 2000 Main Street, 2"d Floor Encinitas,CA 92024 Huntington Beach, CA 92648 Sealed Bid — DO NOT OPEN WITH RE GULAR MAIL FY 2019/20 SEWER LINING PROJECT CC NO. 1599 BID DATE: April 28tb, 2020 at 2:00pm x,=g� y+�� R* ' � `a �'ak ��rx"�'`r� ��' "q3,���r# ,"�`����'�'.,': �' #� �vx. ,� `� ,,.,�.a � „",, �."�`'��� "-•�.•�-^ �`'f'-��s� �'���, �`� �����.-�' � f�a. , �.......... ,�` .c;-�a"';i.' � t - ...,:„•�, -•� t,ax 1' '��. .Y-���Y, .ci��fF i ,� #. 'N':-. fq #T',b*�+ "ns- t�.z-.a y�., �- !3{��ti�g� •Y�`�3�� �Srv...ik } �' u *'wa`S�a' arC . -#3.ax k i � rA d pal is zr °a rF �� c a e�,aarr �' �'� ,�y,F 'srnc.-: L ,,'=-t.. �. � �,�tfiz•, '� tii.°sa,. :�" ��' L E„ xp. 1' ✓ � n4°¢,�t5.. 'r;r k 4:k�c:- ,ro' •8 ""�C,.$��a ';,�'+�x+ „.,.. "` '" . ,#`::: 3 +p,i.,�i '" '°; a {", Y� 7,4r '-.'Y � �;•�,s'.�IA�,z� >.:;r` § �.` �`�grt � �� y"-��'m� a„�'Avr " r~`L :t '� ��.a,r'i��e"� k��...h Y,� -�'t.�•�"re� +� ;t�s �x�•'. � z,x �;. 3 x.: '•:�a ,. 5�' is �` �-�� k3a��.L.�a" t >�',Y` .�1rr�,3 '&..- .'y� 's�..; srJ�� x a y�+ �G a-�1�'�x���. �i".,Ko��g�.s +���'1'�"�"� 4t�+�' �c�1�{ `:�• itF fig. °Y��.+dYt�-=�l".r =�.._�+y4 �- r _!r, ��38 s ,� �: �:���r-. a :� t'� ar � r ��'a�§'7�'- 'r�.�� ,x,trt-.� ��� r '+'�� � ��;•.s �,.s' 't;^��;*�� '�• �°��s �ea�"�`xr.�, 'i ....,3"s?-ri'k ' #S�# s'� �•- �"*�'"`�:.�^.a...;.ww'v'3i e�.3:.2�.��>.^•*�-`.1� � s y�.•�Ri�,� :,,� «F ,;,r.;�m°aa�'o- ,.aw�w- ..,,x3s,,.... "�3"4�� �e �t`'°,..;3,� •.:t�.t t •i�; ^.,� rr..�-�! Y "F.'*�t � " ��.F< City of Huntington Beach 2 - 200o Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov "FFe;.`->",'.p° ♦ Office of the City Clerk ),1909 Robin Estanislau, City Clerk August 12, 2020 Southwest Pipeline and Trenchless Corp. 22118 South Vermont Avenue Torrance, CA 90502 RE: FY 2019/20 Sewer Lining Project -CC No. 1599 Enclosed please find your original bid bond for CC-1599. Sincerely, Robin Estanislau, CMC City Clerk RE:ds Enclosure 9 Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand i SECTION C PROPOSAL for the construction of FY 2019/20 SEWER LINING PROJECT CC No. 1599 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed 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 45 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 re-advertise 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 Bidder's Bond for 10% in the amount of o%Bdd mount which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed 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)A �e ere, if an Addenda No. Date R e ed Bidder' e 1 4-1 -202 2 4-8-2020 Aw C-2 SECTION C PROJECT BID SCHEDULE A FY 19/20 SEWER LINING PROJECT CC 1599 BID ITEMS Item Description „ ` Quantity Umt Umt Cost Total Cost No. 4 ; (Extension) W Cr 1 Mobilization 1 LS $ ID,t $ 10.CC-41. 2 Install&Maintain Construction BMP's 1 LS $i��`� ��'� $ Construction Traffic Control(Note: Contractor to submit Traffic 3 Control Plan to Caltrans for lining work on Cypress Dr. in RD 272) 1 LS Preliminary cleaning and video inspection of 8" sewer main 4 (Note:calcium deposits and tree roots previously 95% removed by City staff in the last year) 23,775 LF Preliminary cleaning and video inspection of 15" sewer main 5 (Note:calcium deposits and tree roots previously 95% removed by City staff in the last year) 2,170 LF $ , $ 6 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 8"sewer main 23,775 LF $35•00 $,&7 7 Install liner with approved epoxy or epoxy-vinyl ester-resin tube and post video inspection of 15"sewer main 2,170 LF $50•`C 8 Grind and re-open sewer service lateral 660 EA $29.Csc, $ J6,15C�.tee 9 Manhole Rehabilitation(Depth 6'-7') 106 EA $i,5cz 10 Calcium or root removal in 8"sewer main(Allowance) 1160 LF $ 10.06. $ 11. 600 00 11 Calcium or root removal in 15"sewer main(Allowance) 110 LF $ 1.r7•-°C' $ i Aj-50.QC� TOTAL BID AMOUNT(BASIS OF AWARD)—SCHEDULE A $ 113 TOTAL BID AMOUNT IN WORDS: One Miii;on lvqc:) N;j'mdre+A S,eveY, Av-^c -ted- 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 tJa�►L,�ra� C �;►� 4 t#q ry b8k�q-:30 C-33 ioco«i'. 1-2 �. 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 4-24-20 , at Torrance CA Date City State Justin Duchaineau , being first duly sworn, deposes and says that he or she is President of Southwest Pipeline&Trenchless Corp. 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. Southwest Pipeline & Trenchless Corp. Name of idder e of Bidder 22118 S. 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 FY2019/20 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. Southwe Pipeline & Trenchless Corp. Contracto stin Duchaineau President Title Date: 4-24-2020 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 X 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. Southwest ipeline & Trenchless Corp. Contractor stin Duchaineau President Title Date: 4-24-2020 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Southwest Pipeline&Trenchless Corp. Bidder Name 22118 S. Vermont Ave. Business Address Torrance, California 90502 City, State Zip ( 310-) 329-8717 justin@swpipeline.com Telephone Number Email Address 773862-A State Contractor's License No. and Class 1-21-2000 Original Date Issued 1-31-2022 Expiration Date The work site was inspected by Robert Bolger of our office on 4-15-2020 , 201_. The following are persons, firms, and corporations having a principal interest in this proposal: Justin Duchaineau-President Robert Bolger-Secretary The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwi , o per the contract for the proposed work and improvements in accordance with th lans and spec ications set forth. Southwest Pi eline&Trenchless Corp. Company ame of Bidder Ju tin D uchai neau-P resident Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 24th day of April , 2ftt 2020 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 24th April 2020 before me, Robert Bolger Month, Day, and Year Insert Name and Title of Notary 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. 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. ROBERT BOLGER Notary Public.California Z Los Angeles County Commission N 2236371 My Comm.Expires Mar 30,2022 Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) � ROBERT 60LGER - Notary Public-California Los Angeles County Commission M 2236371 My Comm.Expires Mar 30,2022 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{Describe specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,000 of 8-inch and greater in public right-of-way. Sanitary sewer lift stations of similar size, project work within public streets,an area containing high ground water and pipeline construction in high ground water regions with trench depths of 8-feet to the invert."}. 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. City of Pasadena 100 North Garfield Avenue, 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 Rehabilitation using CIPP methode 8/2019 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 12125; Install Top Hats 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 12/2019 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: Karl ono Tel.707-258-6013 $4,719,546.00 Sewer Rehabilitation using CIPP methode 3/2019 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" 10/2016 Sewer Main Rehabilitation FY15 $998,805.25 508LF 15",820LF 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 11/2007 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",95'of 24",45'of Program 2018(CIP 2017-20) $1,395,060.00 150'of 60f 36",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',15', 2017-18-Package III $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 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:Hefiling.dir.ca.gov/PWCR/ActionS ervlet?action=displayP WC RegistrationFonn 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 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 re ' 'on with DIR as the primary contractor, as well as for ALL subcontractors at the time of mittin the bid. Sout est Pipeline & Trenchless Corp. Cont ctor &A i stin uchaineau ustin sw i eline.com Email President Title Date: 4-24-2020 PWC Registration #: 1000002176 C-12 SOUTHWEST PIPELINE & TRENCHLESS CORP. PROPOSAL for the construction of FY 2019/20 SE«'ER LINING PROJECT CC No. 1599 in the CITY OF HUNTINGTON BEACH List of Testing Laboratories ICC Evaluations Services 3060 Saturn Street, Suite 100 Brea, California 92821 Phone: 1-800-423-6587 Fax: (562) 695-4694 Ramtech Laboratories 14104 Orange Ave, Paramount, CA 90723 (562) 633-4824 FITS Consultants Los Angeles, CA Remote Location pick up JSOUTHWEST PIPELINE & THE NCHIESS CORP. BOARD OF DIRECTORS RESOLUTION SOUTHWEST PIPELINE AND TRENCHLESS,CORP. January 5,2012 The undersigned being all of the members of the Board of Directors of Southwest Pipeline and Trenchless Corp.,a California Corporation,certify that the Bylaws of the corporation authorize the directors to act by unanimous consent. Pursuant to Section 307(b)of the California General Corporation Law and the Bylaws of the corporation,the undersigned acknowledges their continuing consent to adoption of the following resolution as the act of the Board of Directors of the Corporation RESOLVED,that Justin P.Duchaineau is authorized as President/Treasurer pursuant to the Bylaws of the corporation to sign any and all contracts,bid bonds,performance bonds,payment bonds,and other pertinent documents of a nature,for and on behalf of Southwest Pipeline and Trenchless Corp.This resolution is effective on January 5,2012 and will remain in full force and effect for pertinent documents signed hereafter. RESOLVED,that Robert E.Bolger is authorized as Secretary pursuant to the Bylaws of the corporation to sign any and all contracts,bid bonds,performance bonds,payment bonds,and other pertinent documents of a nature,for and on behalf of Southwest Pipeline and Trenchless Corp.This resolution is effective on January 5,2012 and will remain in full force and effect for pertinent documents signed hereafter. Yl�( o .Colich,Member of Board of Directors i T.Colich,Member and of Directors Southwest Pipeline&Trenchless Corp. 22118 S.Vermont Ave. Torrance,CA 90502 Tel. 310-329-8717 Fax 310-329-0981 BOARD OF PUBLIC WORKS C I 1 I OF Los AN G E LES DEPARTMENT OF MEMBERS CALIFORNIA PUBLIC WORKS 0 BUREAU OF VALERIE LYNNE SHAW * ENGINEERING PRESIDENT G ELLEN STEIN VICE-PRESIDENT VITAL Y B.TROYAN,P.E. NICE WOOD CITYENGINEER PR A SIDENT PROJEM 650 SOUTH SPRING ST..SUITE 200 RONALD LOW N LOS Ah1GELES,CA 9001 1-1911 COMbI,SSIQNER ADRIANA RSIONCR VA JAMES K. HAHN GENERAL INFORMATION COMMISMAYOR Tel.:213-978.8766 Fax:213-978.0278 JANSECRA.ETARY ON May 30, 2002 Chris Scarratt ZZ Liner 225 W. Third Street, Suite E Long Beach, CA 90802 Dear Mr. Scarratt: Re: NATIONAL LINER CIPP FORMULATED WITH AOC L010-PPA VINYLESTER- CHEMICAL RESISTANCE TESTING W.O. BDO01595 Per our September 17, 2001 letter, this CIPP system satisfied chemical resistance testing. We reviewed your May 28, 2002 facsimile and concur with the proposed design values. This material is useable on City of Los Angeles projects on a Trial Demonstration basis. Trade Name: National Liner CIPP Approved Use: Sanitary Sewer and Storm Drain Pipe Rehabilitation Installation: SSPWC Section 500-1.4 as modified by Standard Plan S-610 Size Range: 4"to 80" Resin: Alpha Owens Coming L010-PPA vinylester Felt tube: Polyester felt coated with 15 mils polyurethane on the face exposed to flow, from National Envirotech Group Llc, 12707 N. Freeway, Suite 545, Houston, TX 77060 Initial Flexural Modulus: 300,000 psi minimum 50-year Longterm Flexural Modulus: 75,000 psi minimum Initial Tensile Strength: 4,000 psi minimum If you have any questions, please call me at (213)847-8781. S' cerely, ugh S. Lee, Group Manager esign Standards and Investigations Group 650 S. Spring Street, Suite 400 Los Angeles, California 90014-1913 HSL:hllnatlnl 2.wp6 cc: E. Decker, National Liner West, 539 West 140th St, Gardena, CA 90248 T. Gorman, Materials Control - MIS 480 W. Lawson,WCED- M/S 538 J. Ellison, EoD D. Li, SED E. Arrington, SED AN EQUAL EMPLOYMENT OPPORTUNITY-AFFIRMATIVE ACTION EMPLOYER I VI LV. .'I..VL:LL.J ?l?U I -�I -?93 JDEPARTME`T OF GENER.-L SERVICES pag-- I of 4 ece;t ed date: 1 -; I -200I ST. NMARDS DIVISION ' GJ� 1,.�,Q! '_314 DDRRIS PLACE � �' o: . �r. H�l�h Lee LOS ANGELES. CA.90031 Enain��r o Desien " (21314a5-,_4_ `t 031p0 - .Mr. .(e:r., Ellison FAX (:1J)185-50'S Av �FpE$1GNWicss .1..:1. CHEMICAL RESISTANCE TEST OF NATIONAL LIVER CURED IN PLACE PIPE At the request or the Bureau of Engineering, Structural Division and Major Sewer Engineering Division, chemical resistance and physical properties tests were conducted on a set o= National Liner C1P? sewer pipe lining system samples Project Title: National Liner Project No. : BDO01595 Source: U-Liner West Engineer: Hugh Lee / Jerry Ellison The samples were - tested • -for weight change and physical properties before and after exposure to chemical solutions in accordance with the Standard Specifications .for Public Works Construction 1997 edition, -sections 210-2 :3.3 . - Test results sheets are attached. ;�. ii�✓qs�F� rr% • ' ��v1C _ Uo. 24775 = m apk n K. Hovasapian, i 'e CE111p.12t91 01 General Services/Stan arA i - _ riH:KSN:MCG , n Lab No: 2001-514 293 page 2 of 4 F-=v.: 8/912001 Chemical Resistance Test of RECEIVED National Liner CIPP SEP 0 5 2001 ENGINEER OF DESIGN AIE Consulting Services Project Title: National Liner CIPP Project Number: B0001595 Engineer: Jerry Ellison Source: Alpha Owens Corning Date Received: 10/1912000 Specification: SSPWC 210-2.3.3. 1997 Description: Vinylester L010-PPA Resin SOLUTION-. : =s yRESCJL'[S REQUIREMENTS T•y 4 f; = CONDITIONED .. CONDITIONED :LNELGIICCHANGF- = - - -.WEIGHTCHANGE rDay._S1mmersion: r••x_ •�• 4!lam•••3 -��... Sulfuric Acid,20% 0.0664 0.0794 0.1685 0.1731 Sodium Hydroxide, 5% -0.0701 -0.1450 0.3183 -0.5926 Ammonium Hydroxide, 5% 0.1002 -0.1474 0.2507 0.2494 All Solutions Nitric Acid, 1% 0.1132 0.1527 - 0.271.0 0.2859 Ferric Chloride, 1% 0.1240 0.1628 0.2675 0.2956 and Periods Soap, 0.1% 0.1176 0.1596 0.2640 0.2800 Detergent, 0.1% 0.1053 0.1557 0.2625 0.2791 f 1.5% max BOO, > 700ppm 0.1280 0.1530 0.2586 0.2841 Bleach, IV. 0.1154 0.1257 0.2393 0.2456 ' Lab No: 20C 1-514-293 page 3 of 4 Rev.: 8/9/2CO1 Chemical Resistance Test of National Liner CIPP RECEIVED SEP 0 5 2001 ENGINEER OF DESIGN AIE Consuitlng Services Project Title: National Liner CIPP Project Number: B0001595 Engineer: Jerry Ellison Source: Alpha Owens Corning Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3, 1997 Description: Vnylester L010-PPA Resin SOLUTION REQUIREMENTS _HARDNESS:CHANGE. - maziriiurn 'A '412-Daysfimrtmer-sion y Sulfuric Acid, 20% -3 Sodium Hydroxide, 5% -4 Ammonium Hydroxide, 5% -3-- For -' Nitric Acid, 1% _ -3 Ferric Chloride, 1% -4 Information Soap, 6.1% -4 Detergent, 0.1% -4 Only BOD, Z 700ppm -3 Bleach, 1% _ -2 PHYSICAL PROPERTY -INITIAL.RESULTS Hardness, Shore 'D' 88 For Information ASTM D2240 Only LHb No: 2001-514-293 page 4 of 4 Rev.: 8/9/2001 " Chemical Resistance Test of RECEIVED SEP 0 5 2001 National Liner CIPP ENGINEER OFDESIGN A/E Consulting Services Project Title: - National Liner CIPP Project Number: 6DO01595 Engineer: Jerry Ellison Source: Alpha Owens Coming Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3, 1997 Description: Vinylester L010-PPA Resin SOLUTION RESULTS" ,; . •Censile :Elongation ' Strength,#if UIREMENTS `1:12't7-aysstmmersion- - - Sulfuric Acid, 20%, Type 1 Sodium Hydroxide, 5%, Type 1 -. 6,024 ' 1.4 -- - Ammonium Hydroxide,5%, Type 1 5,452 1.1 For Nitric Acid, 1%, Type! - _.6 248 -' .. 1:4 Ferric Chloride, 1%, Type! `5,543 '- .1.2 - Information Soap,0.1%, Type 1 6,214--. _- ._ 1.4 Detergent, 0.1%, Type 1 5,780 1.3 Only BOD, ? 700ppm, Type/ 5,759 " 1.2 Bleach, 1%, Type 1' 6,538 1.4 - PHYSICAL PROPER71ES - '--'INITIAL'RESULTS` - Initial Tensile Strength,psi 6,173 - For Information initial Elongation, % 1.3 Only ASTM F1216 TEST RESULTS ON 6mm FELT LAMINATE MADE WITH L010 PPA-38 VINYL ESTER RESIN ONE MONTH RESULTS AT 770F Febr ary 13,2001 REQUIREMENTS PASS OR FAIL CONTROL SAMPLE FLEXURAL STRENGTH, si 8,331 STANDARD DEVIATION 392 FLEXURAL MODULUS,psi 503,608 STANDARD DEVIATION 483 TAP WATER FLEXURAL STRENGH, si 7 STANDARD DEVIATION 99 >80 PASS %FLEXURAL STRENGTH, si RETENTION 91 FLEXURAL MODULUS, siF;;�,580 81,862 STANDARD DEVIATION 19,013 >80 PASS %FLEXUARAL MODULUS RETENTION 96 5%NITRIC ACID FLEXURAL STRENGH,psi. 7,049 STANDARD DEVIATION 572 >80 PASS FLEXURAL STRENGTH, si RETENTION 85 FLEXURAL MODULUS,p.Li 497,305 STANDARD DEVIATION 18,329 >80 PASS %FLEXUARAL MODULUS RETENTION 99 10%PHOSPHORIC ACID FLEXURAL STRENGH,psi 7,997 STANDARD DEVIATION 506 %FLEXURAL STRENGTH,psi RETENTION 96 >80 PASS FLEXURAL MODULUS,psi 490,216 STANDARD DEVIATION 13,666 o FLEXUARAL MODULUS RETENTION 97 >80 PASS 10%SULFURIC ACID FLEXURAL STRENGH, si 7,474 STANDARD DEVIATION 71$ %FLEXURAL STRENGTH, si RETENTION 90 >80 PASS FLEXURAL MODULUS, si 498,191 STANDARD DEVIATION 24,292 %FLEXUARAL MODULUS RETENTION 99 >80 PASS AMOCO GASOLINE FLEXURAL STRENGH, si 9,061 STANDARD DEVIATION 649 >80 PASS %FLEXURAL STRENGTH,psi RETENTION 100 FLEXURAL MODULUS, si 500,498 STANDARD DEVIATION 11,527 >80 PASS - -- %FLEXURAL MODULUS RETENTION 99 VEGETABLE OIL FLEXURAL STRENGH, si 7,662 STANDARD DEVIATION 422 >80 PASS %FLEXURAL STRENGTH,psi RETENTION 92 FLEXURAL MODULUS, si 500,662 STANDARD DEVIATION 19,811 >80 PASS %FLEXUARAL MODULUS RETENTION 99 0.1%DETERGENT FLEXURAL STRENGH, si 7,375 STANDARD DEVIATION 396o >80 PASS FLEXURAL STRENGTH, si RETENTION 89 FLEXURAL MODULUS, Si 479,946 STANDARD DEVIATION 21,600 >80 PASS %FLEXUARAL MODULUS RETENTION 95 0.1% SOAP FLEXURAL STRENGH, si 7,799 STANDARD DEVIATION 672 >80 PASS %FLEXLTRAL.STRENGTH, si RETENTION 94 FLEXURAL MODULUS, si 480,732 STANDARD DEVIATION 825 >80 PASS %FLEXURAL MODULUS RETENTION 96 The information contained in this data sheet is based on laboratory data and field experience. We believe this iningformation to be reliable,but do not guarantee its applicability to the user's processor assume any liability for ocurrence beforeing out f comr-its use. The g to user,by accepting the products described herein,agrees to be responsible for thoroughly testingany application production. Our recommendation should not be taken as inducements to infringe any patent or violate any law,safety code or insurance regulation. Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations -� Project: Huntington Beach National o Liner* Location: Huntington Beach Owner: Huntington Beach Line Segment(s): 8" Design Assumptions: F-1216 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= 0.002 Host pipe Manning's roughness(dimensionless) nl= 0.015 varies from 0.013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nt= 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 at ve Soils Granular Native Soils Unconfined compressive M.. strength(q„) Description Blows/ft(per ASTM D1586) Description tonslsf kPa psi kPa .0.1 Ve.y.:..very_loose..............'0-0.125 0.._t 3.........._very:_ve y soft............_50................._0:3......... .................... 1-.2................................_very.loose.................._0:...... 0:25.............._...3..:_2.... ..........._very.soft....................200................_1.:4......... ......................z._--4................................................ 0.25-0.50 25-50 soil 700 4.8 PpOFESSlp 4-6 loose....... ..........0.50.._..,..0................50..... ................medium........ ......1.500.............10.3...... �,o EY A r.� .......... ........................................................................................................................................:................................................................................................................................................ 2 .........................-15......................slightly.compact..................1.0_-..2.0................_i_00..-_200....................stiff................... 3.000s"rfr�z ... ................................................. ....................15.-_30................................Romp act..........................2:0..-4:0................200..-.400.............-very.stlff....................0o0................34.5....... C 58238 A .................._30--_50 dense........................._4:0..-.6:0................400..-_600...................hard...........................................1 , ........69.0....... ExP.6rV120 ........................................................ ... >50 very dense >6.0 >600 very hard 20, 00 138.0 9r IVIL ?� F 0r O.LrF� Flexural modulus of Eelasticity of CIPP,initial(psi) E= 300,000 Minimum value is 250,000 psi per ASTM Long-term retention of mechanical properties(%) 50% Default value is 50% Flexural modulus of elasticity of CIPP,long-term(psi) EL= 150,000 Determined from long-term retention% Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pit) _ 8 = 120 Applies to fully deteriorated designs only Unit weight of water(pcf) Z= 62.4 Depth of cover(ft) H= 10.0 Measured from ground surface to top of pipe Height of groundwater(ft) 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) 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) ol= 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) aL= 4,500 Determined from long-term retention% Tensile strength of CIPP,initial(psi) or= 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) a7L= 750 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) It= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(fl2) ALL= 517.4 See table and figures below Total applied surface wheel load(lb) PLty= 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wLH= 0.6 wL=(P II)/(144"ALL) Critical Loading Configurations for H2O loads per AASHTO Condition H,ft P,Ibs ALL,ft 1 H<1.33 1 16,000 0.83+1.75H 1.67+1.75H 2 1.33<_H<4.10 32,000 0.83+1.75 5.67+1.75H 3 4.10<-H 48,000 4.83+1.75H 5.67+1.75H Wheel load Ar ° Wheel Lo,d A,e,s, 0� WhnmL dA Wh.6 Loxd Arr. 1 + it aJ o r,nul.e Luea Arse n slr'huled Loal A,ea J .ryry t�• ❑,str ruled Laad Aree Condition I.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) wLa= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,5th Edition) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `o 0 0000 00000 0000 000o8,00UIbper 35 o mono r.l N o -goo - .N c.i a v mmm u-, a mmm u`�-,I`"r+-.n lln it 0 30 1- . 25 t 20 15 a= 10 8' 5'5'5' 9' 5'6'5' 8'..8'5'5'5' 9' 5'6'5'5' rx c8 u M 0 10 20 30 ° Figure 4.30. Spacing of Wheel Loads Per Axle for a Unit Load(psi) Cooper E 80 Design Loading. ` m x CIPP Design Template 4/22/2020 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(Ib/in) k= 250 see adjacent figure 2 4 5 6 7 8 910 15 20 25 30 40 50 60 7080 100 Thickness of concrete pavement(in) h= 12 Depth of cover,top of pipe to bottom of slab(ft) H= 9.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) Corps of Engineers U.S.Armyand 3 U.S.Bureau of Red-alion Radius of stiffness of the rigid pavement(ft) R. R.=4 Eh ,i 121-µ2 Wheel load(Ibs) Pea= 16,000 AASHTO SO I L C LASSI F I CATION Federal High•wey Administration - Worst-case loading scenario is for 2 loads spaced 0.841,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 RS apart along FEDERAL AVIATION AGENCY axis of pipe ofl 0.25 tio� assi ice y'"-0 0005xa+6.010,is 0.0758x+0.21 02 § H X 0.15 RESISTANCE VALUE,R !! w .I 0.1 � � � t t � MODULUS OF SUBG RADE REACTION,k,pv p per inch 0.05 _ l H/R,= 2.756 BEARING VALUE,psi �"- C= 0.074 (30-in.diameter plate,U.I n.deflexion) 0 0 2 4 5 8 10 CALIFO RNIA BEARING RATI O,CBR HIRs Airport live load transferred to pipe at depth H(psi) wu= 0.00 W,=CP/R!2 Wall Thickness Design Partially Deteriorated Gravity Pipe Condition s C _ 1-q/100 Ovality reduction factor(dimensionless) C= 0.64 [1+q 110012 External hydrostatic pressure from groundwater(psi) Pw= 3.32 P„,=y„,.(H„,+D/12)/144 D Minimum thickness required,hydrostatic buckling tt= 0.12 In 1'- ASTM F1216,Equation X1.1 3.02 mm 2�J ]+1 1-ua N P+P Minimum thickness required,ovalitY check ta 0.05 In 1.5 100(1+100)SDI2a-0.5�1+100 SDR-PN-O ASTM F1216,Equation X1.2 = 1.36 mm SDRa= 150 If Pµ,=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDRa and t2: b= -0.510 c= -677.258 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) R„= 0.77 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= 6.53 qt=0.433H„.+.5.HV144+W! Note:If H„.<0,use H.=0 In this calculation Coefficient of elastic support(in-Ib) B'= 0.324 B'=fill+4e-00e5") 0.4 See Note X1.3 regarding use of tunnel load Minimum thickness required,Luscher's buckling equation to= 0.10 in r= (Nq,Y D 12 1 ASTM F1216,Equation X1.3 2.58 mm 32 R, B M E,.CJ Minimum thickness required,pipe stiffness t,= 0.12 In 3.15 Imm t=D/(E/0.093 12)" ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure for= 0.00 in to=D/([(D/d)2(5.33'rsRN)]02+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall d/D= 0.00 If d/D>1.83.(ip,/D)F,ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(tp,/D)"a= 0.00 and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check 4r+= 0.00 in 0.00 mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external tore= 0.00 in tpn=D/((2 oTt/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure = 0.00 Imm CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated Southwest will install thickness required by spec. CIPP end use application Gravity Flow CIPP outside diameter(host pipe inside diameter) D= 8 In Minimum CIPP thickness calculated tp,'.= 0.12 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity 3.15 mm flow)or greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended tmla= 0.12 in Based on a maximum SDR=100 3.15 mm Nominal CIPP thickness to be supplied tc1pp= 4.5 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRclpp= 45 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 4/22/2020 NEK Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations ---� Project: Huntington Beach National o Linerre Location: Huntington Beach Owner: Huntington Beach Line Segment(s): 15" Destan Assumptions: F-1216 Shaded cells are user-defined Condition of host pipe FD PD=partially deteriorated,FD=fully deteriorated Inside diameter of host pipe(in) D= 15 Ovality of host pipe I%) q= 2.0 Default value is 2%;range=0%-10% Slope of host pipe(ft/ft) S= 0.002 Host pipe Manning's roughness(dimensionless) nl= 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) Mo.= 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition Cohesive ative Soils Granular Native Soils Unconfined compressive Mon OFEss,D strength(q.) �EY A Ak." Description �� s�m� Blowslft(per ASTM D1586) Description tonslsf kPa psi kPa C 58238 E xP.6rl0120 • ....................'._.. ........................Ve.!Y.,..ve.!Y._loose.............'0-,0,125................_0-13.........._ve7,very.soft..............50................._0:3......... .......... ....... 1-2 ve loose._...,,.. 0.125-0.25 13-25 ve soft 200 1.4 ..........................................................................rY.. ...................................................................................................�y........................................................................... e or en.ltd+. 2-4 0.25-0.50 25-50 soft 700 4.8 ....................................................................................................................0.............1..................................1............................................................................................................. 4-8 loose 0.50-...0 50-100 medium 1,500 .... ......................................................................................................................................................................................................................................................................................... .....................8..-_�5....................._Slightly.compact..................1.0-:0.................1.00..:_200..................._stiff........................3�000.............go:Z........ ..................?5_-_30................................compact........................._?:0-4:0................200._400............._very.stif..................5,000 34.5 .._. .. ............................................. 30-50 dense 400-600 hard 10,000 69.0 ......................................................................................................................................................................................................................................................................................... >50 ve dense >6.0 >600 very hard 20,000 138.0 Flexural modulus of Eelasticity of CIPP,initial(psi) E= 300,000 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= 150,000 Determined from long-term retention% Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) 5,= 120 Applies to fully deteriorated designs only Unit weight of water(pcf) 8,r,= 62.4 Depth of cover(ft) H= 15.0 Measured from ground surface to top of pipe Height of groundwater(ft) H„,= 10.0 Measured from top of pipe;Note:If 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) al= 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) OL= 4,500 Determined from long-term retention% Tensile strength of CIPP,initial(psi) CT= 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) -TL= 750 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) Ir= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over Dioe at depth H(ft') ALL= 992.1 See table and figures below Total applied surface wheel load(lb) PLW,= 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wLR= 0.3 wL=IF I,`'(144 ALL) Critical Loading Configurations for H2O loads per AASHTO Condition H,It P,Ibs ALL,ft 1 H<1.33 16,000 0.83+1.75H 1.67+1.75H 2 1.33<_H-4.10 1 32,000 0.83+1.75 5.67+1.75H 3 1 4.10 5 H 1 48,000 4.83+1.75H 5.67+1.75H y.,°gi. o, wr L d Are.r ogt> Wheel Load Area, Vol og3jr. 0 W el Ld.d A,.. Wheel Load Ar Vlhpe L 1 A eas her gg T. 0,;- ;,ti��\�' 7 FAs roes Durr ld.dd Load A- condition bt' Dis.r dutetl Loaf Aree 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 Loadsl E80 live load transferred to pipe at depth H(psi) wLR= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,5th Edition) 0 0000 0000 000 0000 00000 00000 0000 000080001b per, 000 00000 0000 I C 0 35 0 000o N o 0000 o 30 _ - a ao comco ,nrnc maoww .`�n,n till it 25 - t \t + .. 8' 5' a x 10 5'5' 9' 5'6'5' 8' 8'5'5'5' 9' 5'6'5'5' u a 0 10 20 30 o Figure 4.30. Spacing of Wheel Loads Per Axle for a Unit Load(psi) Cooper E 80 Design Loading. 0 x CIPP Design Template 4/22/2020 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) N= 0.15 default value is 0.15 CALIFORNIA BEARING RAT10,CBR Modulus of subgrade reaction(lb/ina) k= 250 see adjacent figure 2 4 5 6 7 8 9 10 15 20 25 30 40 50 60 7080 109 Thickness of concrete pavement(in) h= 12 Depth of cover,top of pipe to bottom of slab(ft) H= 14.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerline(it) X= 0 assumed=0(worst case) andCor of Engineers U.S.Army Radius of stiffness of the rigid pavement(it) R.= 3.27 Ra= =1 l�7M 4 Eh' u.S.Bureau,of Reclamation 121-p2 Wheel load(lbs) PLA= 16,000 AASHTO SO I L C LASSI FICATI ON Federal Highway Administration 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 - I Pressure Coefficient(C)for X/Rs=0 2 loads 0.8 Rs apart along FEDERAL AVIATION AGENCY axis of pipe Soil Classification - ;i 0.25 •- y=-0.0005xa+O.Ototz?-0.0758x 02182_: - I 0.2 0.15 - I ,RESISTANCE VALUE,R -I so .o so s,I si o Is 01 's " MODULUS OF SUBG RADE flEACTION,k,psi pennch oo I eoo H/R.= 4.288 BEARING VALUE,psi (30-in.diameter plate,U.I-in.deflection) C= 0.038 0 2 4 6 8 10 CALIFORNIA BEARING FAT 10,CBR Wits Airport live load transferred to pipe at depth H(psi) WLA a w CP/p 2 Wall Thickness Desian 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) Pw= 4.88 P,„=-fw(Hw+D/12)/144 D Minimum thickness required,hydrostatic buckling tt= 0.25 In t'-r �Yl ASTM F1216,Equation X1.1 = 6.43 mm 2 K E� O J +t Minimum thickness required,ovality check t2= 0.12 In 1.5.-. 1+ q- SDi22-0.5 1+ q- .SDR-°=0 ASTM F1216,Equation X1.2 L 3.08 mm q 100 100 100 P N SDR2= 124 If Pw=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDR2 and l2: b= -0.510 c= -461.538 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) Rw= 0.78 Rw=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) ch= 9.11 qt=0.433H„.+aS,HR„f144+W, Note:If H„.<O,use H.=0 in this calculation Coefficient of elastic support(in-lb) B'=[ 0.399 B'=1/(1+4e-008.1 0.4 See Note X1.3 regarding use of tunnel load Minimum thickness required,Luschers buckling equation to= 0.22 In t= (A',,)- D' 12 ASTM F1216,Equation X1.3 5.61 mm L32-R„. B M„ E, C]" Minimum thickness required,pipe stiffness to= 0.23 In = 5.90 mm t=D/(E/0.093 12)'- ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure tp,=WOOD in to=D/([(D/d)2-(5.33 aL/PN)]'rz+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall tl1D= If d/D>1.83(tn,/D)�,ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(t.,/D)'12= and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check t„t= in mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external tp12= 0.00 In ip12=D/((2 arL/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure = 0.00 Imm CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated Southwest Will Install Thickness per Specifications. CIPP end use application Gravity Flow CIPP outside diameter(host pipe inside diameter) D= 15 in Minimum CIPP thickness calculated t.,l = 0.25 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity 6.43 mm flow)or greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended t-= 0.25 in Based on a maximum SDR=100 6.43 mm Nominal CIPP thickness to be supplied tcivv= 7.5 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRciee= 51 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 4/22/2020 NEK City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH MARCH 26, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of April 7,2020 with the new bid due date of May 5,2020.The bid due time of 2:00 PM and location of City Clerk's Office(2"d Floor,City Hall)remain the same. For Sheet Al,the bid opening location will remain the same. This is to acknowledge receipt and review of Addendum Number One, dated March 26, 2020 SOUTHWEST PIPELINE AND TRENCHLESS CORP. Company Name i�l I ` ' By Date " l All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For FY19/20 SEWER LINING PROJECT, CC1599 in the CITY OF HUNTINGTON BEACH APRIL 8, 2020 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1) COVER SHEET and SHEET Al of the PROJECT SPECIFICATIONS Replace the listed bid due date of May 5,2020 with the new bid due date of April 28,2020. Due to the COVID-19 pandemic, bids hand delivered,will only be accepted between the hours of 1:00 PM and 2:00 PM, immediately outside of the Civic Center entrance,on the day of bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids to allow for additional bid processing and acceptance times due to the safety measures described above. This is to acknowledge receipt and review of Addendum Number Two, dated April 8, 2020 SOUTHWEST PIPELINE AND TfiENCI-ILESS CORP. Company Name By � Date 1 � All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. thant April 6,2020 Vic Ciceran SOUTHWEST PIPELINE AND TRENCHLESS CORP. 22118 S.Vermont Avenue Torrance,CA 90502 RE: Obligee: City of Huntington Beach ECP: $925,000.00 Job: FY 19/20 Sewer Lining Project CCI599 Bid Date: 5/5/20 Surety: Liberty Mutual Insurance Company Dear Vic, Enclosed please find the above captioned bid bond,executed per your request. The bid bond must be signed by an authorized representative of your company,notarized and sealed with the corporate seal. It is your responsibility to ensure the bid bond conforms with your needs and instructions to us, including but not limited to the correct coverage and parties,and with any laws applicable to your operations and/or the contract requiring the bid bond,and to advise us immediately,in writing,if the bid bond form so executed does not contain the proper information. Accordingly,it is incumbent upon you to carefully review the bond,and we will expect that you will,double-check all information,including signatures,dates,amounts and job descriptions for accuracy,and to verify that the bid bond form we executed is the form required by the specification. This will avoid the possibility of having a low bid rejected because of a clerical error. We will also expect you to verify that anything unusual that has been requested by the obligee is attached. If,following your review of the bond,you do not advise us in writing of any problem of deficiency in its terms and infornation but submit the bond as is,your submission will constitute your verification,and we will justifiably assume that the bond form as issued is correct and appropriate for the purpose for which it is being submitted. You further understand that we will have no liability for any deficiencies or discrepancies not brought to our attention in accordance with this letter. The bid bond authorization is based upon your original estimate. If the actual bid price exceeds this estimate by 10%or more,you must contact us for additional authority! Please call our office if you should have any questions or need any further assistance. Good Luck on your Bid. Since 1 , Noe Qa' ,Account Manager Your bid results are very important,please mail or fax this information back to the address below within 5 days of the bid opening. Contractors Name Contract Price 1. $ 2. $ 3. $ Where did you place and your price$ If awarded contract,is final bond required? Yes[ ] No [ Alliant Insurance Services,Inc. •333 South Hope Street Suite 3750•Los Angeles,CA 90071 PHONE(213)443-2440•www.alliant.com•License No.OC36861 Document A310 TM - 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 husirlecti) Liberty Mutual Insurance Company Southwest Pipeline and Trenchless Corp. 790 The City Drive South, Suite 200 Orange, CA 92868 This document has important 22118 South Vermont Avenue 9 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: y modification. (Nance.legal stalrrsandaddrm) Orange, CA 92868 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: (.b'ame,locallon or addivu and irroject number,lfmn} FY 19/20 Sewer Lining Project CC11599 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 On-tier 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 may be specified in the bidding orContraet Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Omier,for the faithful perforrnance 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 O tvner may in good faith contract with another party to perlimn the work coffered by said lid,then ibis obligation shall be null and void,otherwise to remain in full force and effect.The Surely hereby waives any notice Oran agreement between the Owner mud Contractor to extend the time in which the Owner may accept the bid.Waiver ornotice by the Surely shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time ror acceptance ol'bids specified in the bid documents;and the Owner and Contractor shall obtain the Surety sti 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 rurnished to comply with a statutory or other legal requirement in the location ortlte 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%hull be deemed incorporated em. re •o tarnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and scaled this 6th day of April, 202 . n Southw t Pipeline and Trenchless Corp. ,NIA/ lPrincf al) al) B Liberty Mutual Insurance Company �JP�urusuRr�r• (Surety) (Seal) Maria Pena y 1912 ab By (nale)NQBxhi Quiroz Atto ey-in-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 ) ss County of Los Angeles ) On before me, Natalie K. Trofimoff, Notary Public, personally appeared Noemi Quiroz ,who proved tome on the basis of satisfactory evidence to be the person( whose name{s4 is/a�e subscribed to the within instrument and acknowledged to me that 4e�she{t4ey executed the same in 44her4hei-p authorized capacityk+e4, and that by k�s/herA signaturek4 on the instrument the person{s4, or the entity upon behalf of which the person(54 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. #. N:ATAL11E K.TROFIMOFFM#'2308129Put&-tbflfnmle ALES GOT ZTy 023� t 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.To confirm the validity of this Power of Attorney call 610-832-8240 between 9:00 am and 4:30 pm EST on any business day. 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 duty 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 appoint,Noemi Quiroz of the city of Los Angeles ,state of CA its true and lawful attomey-in-fad,with full power and authority hereby conferred to sign, execute and acknowledge the following surety bond: Principal Name:Southwest Pipeline and Trenchless Corp. Obligee 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 seats of the Companies have been affixed thereto this 12th day of December,2018. *40 ,q �yJac nvo u ``PN,asu�y, The Ohio Casualty Insurance Company F Liberty Mutual Insurance Company Wes y meriican Insurance Company 1912 b a 1919 � e y 1991 a Ate'y � a = By: * David Wearey,Assistant secretary * STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 122�^ day of December 2018,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 King of Prussia,Pennsylvania,on the day and year first above written. �Sp PASTS COMMONWEALTH OF PENNSYLVANIA on We. < Notarial Seal 1- 0 s 9 Teresa Pastella,Notary Public OF upper MerionTwp.,Montgomery County By% �Q My Commission Expires March 28.2021 Teresa Pastella, otary Publio Member.Pennsylvania Association of Notaries °Tgfiy This Power of Attomeyis cicada and executed pursuant to and by authority of the following By-laws and Authorizations of Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE W-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-min-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,recognizances and other surety obligations. Such attomeys-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 thereto 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 attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to find 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 of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such adomeys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and at 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 of 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 6th day of April 2020 *t WSUgr JP�I1INS& `P%%K5UJ4 J,s,J�oePOrrgT�r� `e5�oaPogq�ti`n ���.\�,paPo,¢1r�o .� r 1912 0 1919 W v N 1991 a y e ee C.Lle 11 sistant Secretary cc: ro y a d z i�4SrA�� l2 �S! 4A �iyprAtyp < O Ol 1--I ,.a w � z 0 w a � C�7 w a � U H a' Q � F• a W � Au d M 00 W w N o z w N 00 � � U � w xw x wH wa 00 J o O. rL U w o aN a N w a w a cn y N LiDo O Q N Z C n O Ol a cc 00 C 1�f1 0 Ol N � � c � u o c ' vi u u fl� 00 = m N i 0 N O O